NC0000272_Collection System Permitting_20200909

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PERMIT NO W00035423 Town of Canton Haywood County Bridge 419. HamQod County June 23 2011
ENGINEERING CERTIFICATION — POST CONSTRUCTION
System Description:
permission is hereby granted to the Town of Canton for the construction and operation of approximately
366 linear feet of 10-inch HDPE force main and 174 linear feet of 8-inch D.I. force main as part of the
Haywood County Bridge 419 project, and the discharge of collected domestic wastewater into the Blue
Ridge Paper Products existing sewerage system,
Complete and submit this form to the Asheville regional office with the following:
• One copy of the project record drawings (plan & profile views of sewer lines) of the wastewater collection
system extension
• supporting design calculations (selected pumps, system curve, operating point, available storage if portable
generator(s) or storage greater than longest past three year outage reliability optionselected) for any pump
stations permitted as part of this project
• Changes to the project should be clearly identified on the record drawings or in written summary form. Permit
modifications are reauired for any changes resulting in non-compliance with this permit regulations or
minimum design criteria.
This project shall not be considered complete nor allowed to operate until this Engineer's Certification and all
required supporting documentation have been received by the Division. Therefore, it is highly recommended
that this certification be sent in a manner that provides proof of receipt by the Division.
ENGINEER'S CERTIFICATION
❑ Partial EZ Final
I, z-&ph AA • E,=r kbiO,as a duly registered Professional Engineer in the State of North Carolina, having
been authorized to observe (❑ periodically, ❑ weekly, ER full time) the construction of the above referenced
project for the Permittee hereby state that, to the best of my abilities, due care and diligence was used in the
observation of the construction such that the construction was observed to be built within substantial compliance
of this permit; 15A NCAC 2T; the Division of Water Quality's (Division) Gravity Sewer Minimum Design Criteria
adopted February 12, 1996 as applicable; the Division's Minimum Design Criteria for the Fast -Track Permitting of
Pump Stations and Force Mains adopted June 1, 2000 as applicable; and other supporting materials.
North Carolina Professional Engineer's
seal, signature, and date:
SEND THIS FORM & SUPPORTING DOCUMENTATION
WITH REQUIRED ATTACHMENTS TO THE FOLLOWING ADDRESS
'�"~ '���'� ^ ' `'S Y r,,, ✓ +r r"+� `�'` ROGER C. EDWARDS
—.
SURFACE WATER PROTECTION SUPERVISOR
--51 , ASHEVILLE REGIONAL OFFICE
"t r• '" `` 2090 US HIGHWAY70
> .• / i F• -tin I
U. � " ,�� �j�`� SWAN NANOA,-NC•,28.778
.............. _.................... .......
4 ............_.. .••••7.�1?''2� 1 v r; :-a
The Permittee is responsible for tracking all partial certifications up until a final certi
made tributary to the wastewater collection system extension prior to completion of
considered a violation of the permit and shall subject the Permittee to appropriate e
�=ED 27 2012 I.- 1
I_C SN

NCDENR
North Carolina Department of Environment and Natural Resources
Division of Water Quality
Beverly Eaves Perdue Coleen H. Sullins
Governor Director
August 22, 2011
A. B. Matthews, Town Manager
Town of Canton
58 Park Street
Canton, N.C. 28716
�.. _.
;I r Cnr'y
Dee Freeman
Secretary
Subject: Permit No. WQ0035520
Town of Canton
Champion Drive Sewer Improvements
Pump Station #9
Haywood County
Dear Mr. Matthews:
In accordance with your application received August 8, 2011, we are forwarding herewith
Permit No. WQ0035520, dated August 22, 2011, to the Town of Canton for the construction and
operation of the subject wastewater collection system extension. This permit shall be effective from the
date of issuance until rescinded, and shall be subject to the conditions and limitations as specified
therein. This cover letter shall be considered a part of this permit and is incorporated therein by
reference. Please send Jeff Menzel or Don Price a copy of the "notice to Droceed" issued to vour
contractor for this collection system extension.
Please pay particular attention to Permit Condition 3 which requires that the wastewater
collection facilities be properly operated and maintained in accordance with 15A NCAC 2T .0403 or any
individual system -wide collection system permit issued to the Permittee.
Permitting of this project does not constitute an acceptance of any part of the project that does
not meet 15A NCAC 2T; the Division of Water Quality's (Division) Gravity Sewer Minimum Design
Criteria adopted February 12, 1996 as applicable; and the Division's Minimum Design Criteria for the
Fast -Track Permitting of Pump Stations and Force Mains adopted June 1, 2000 as applicable, unless
specifically mentioned herein. Division approval is based on acceptance of the certification provided by
the North Carolina -licensed Professional Engineer named in the application. It shall be the Permittee's
responsibility to ensure that the as -constructed project meets the appropriate design criteria and rules.
Failure to comply may result in penalties in accordance with North Carolina General Statute §143-
215.6A through §143-215.6C, construction of additional or replacement wastewater collection facilities,
and/or referral of the North Carolina -licensed Professional Engineer to the licensing board.
Asheville Regional Office
2090 US Highway 70, Swannanoa, NC 28778
Internet www.ncwaterquality.org
Telephone [phone] Fax [phone]
DENR Customer Service Center
An Equal Opportunity Action Employer
Telephone [phone]
50% recycled/10% post -consumer paper

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Town of Canton August 22, 2011 Page 2
In accordance with the provisions of Article 21 of Chapter 143, General Statutes of North Carolina as
amended, and other applicable Laws, Rules, and Regulations, permission is hereby granted to the
Town of Canton for the construction and operation of a 600—gallon per minute pump station with duplex
pumps, on -site audible and visual high water alarms, a permanent generator with telemetry as well as
approximately 4,400 linear feet of 8-inch force main as part of the Champion Drive Sewer
Improvements project. The discharge of collected domestic wastewater will go into the Blue Ridge
Paper Products (Evergreen Packaging) existing sewerage system, pursuant to the application received
August 8, 2011 and in conformity with 15A NCAC 2T; the Division's Gravity Sewer Minimum Design
Criteria adopted February 12, 1996 as applicable; the Division's Minimum Design Criteria for the Fast -
Track Permitting of Pump Stations and Force Mains adopted June 1, 2000 as applicable; and other
supporting data subsequently filed and approved by the Department of Environment and Natural
Resources and considered a part of this permit;
The sewage and wastewater collected by this system shall be treated in the Blue Ridge Paper
Products Wastewater Treatment Facility (Permit No. NC0000272) prior to being discharged into the
receiving stream.
If any parts, requirements, or limitations contained in this permit are unacceptable, you have the
right to request an adjudicatory hearing upon written request within 30 days following receipt of this
permit. This request must be in the form of a written petition, conforming to Chapter 150B of North
Carolina General Statutes, and filed with the Office of Administrative Hearings, 6714 Mail Service
Center, Raleigh, NC 27699-6714. Unless such demands are made, this permit shall be final and
binding.
If you need additional information concerning this matter, please contact Jeff Menzel or Don
Price at [phone].
Sincerely,
60-�Jem_l J",�
for Coleen H. Sullins, Director
Division of Water Quality
cc: Haywood County Building Inspector
� W o _ 0 0 7)
° e aresak, P.E./McGill Associa t6d, .A.
Surface Water Protection Section Central Files
PERCS Files
S:1SWP1HaywoodlCollection SystemslCanton Collection SystemlWQ0035520 Champion Drive Sewer Improvements Pump Station
#09 08-22-2011.doc

NORTH CAROLINA
ENVIRONMENTAL MANAGEMENT COMMISSION
DEPARTMENT OF ENVIRONMENT AND NATURAL RESOURCES
RALEIGH
WASTEWATER COLLECTION SYSTEM EXTENSION PERMIT
This permit shall be effective from the date of issuance until rescinded and shall be subject to the
following specified conditions and limitations:
This permit shall become voidable unless the wastewater collection facilities are constructed in
accordance with the conditions of this permit; 15A NCAC .0200; the Division of Water Quality's
(Division) Gravity Sewer Minimum Design Criteria adopted February 12, 1996 as applicable; the
Division's Minimum Design Criteria for the Fast -Track Permitting of Pump Stations and Force
Mains adopted June 1, 2000 as applicable; and other supporting materials unless specifically
mentioned herein.
2. This permit shall be effective only with respect to the nature and volume of wastes described in the
application and other supporting data.
3. The wastewater collection facilities shall be properly maintained and operated at all times. The
Permittee shall maintain compliance with an individual system -wide collection system permit for the
operation and maintenance of these facilities as required by 15A NCAC 2T .0403. If an individual
permit is not required, the following performance criteria shall be met as provided in 15A NCAC 2T
.0403:
a. The sewer system shall be effectively maintained and operated at all times to prevent
discharge to land or surface waters, and any contravention of the groundwater standards in
15A NCAC 2L .0200 or the surface water standards in 15A NCAC 2B .0200.
b. A map of the sewer system shall be developed and shall be actively maintained.
c. An operation and maintenance plan shall be developed and implemented.
d. Pump stations that are not connected to a telemetry system shall be inspected every day (i.e.
365 days per year). Pump stations that are connected to a telemetry system shall be
inspected at least once per week.
e. High -priority sewer lines shall be inspected at least once per every six-month period of time.
f. A general observation of the entire sewer system shall be conducted at least once per year.
g. Inspection and maintenance records shall be maintained for a period of at least three years.
h. Overflows and bypasses shall be reported to the appropriate Division regional office in
accordance with 15A NCAC 2B .0506(a), and public notice shall be provided as required by
North Carolina General Statute §143-215.1 C.

PERMIT W00035520 Town of Canton Champion Drive Sewer Puma Station #9 Haywood County August 22 2011
4. This permit shall not be transferable. In the event there is a desire for the wastewater collection
facilities to change ownership, or there is a name change of the Permittee, a formal permit request
shall be submitted to the Division accompanied by documentation from the parties involved, and
other supporting materials as may be appropriate. The approval of this request shall be
considered on its merits and may or may not be approved.
5. Construction of the gravity sewers, pump stations, and force mains shall be scheduled so as not to
interrupt service by the existing utilities nor result in an overflow or bypass discharge of wastewater
to the surface waters of the State.
6. Upon completion of construction and prior to operation of these permitted facilities, a certification, a
copy of the construction record drawings, as well as supporting design calculations for any pump
stations permitted as part of this project shall be received from a North Carolina -licensed
Professional Engineer certifying that the facilities have been installed in accordance with this
permit; 15A NCAC 2T; the Division's Gravity Sewer Design Criteria adopted February 12, 1996 as
applicable; the Division's Minimum Design Criteria for the Fast -Track Permitting of Pump Station
and Force Main adopted June 1, 2000 as applicable; and other supporting materials. If this project
is to be completed in phases and partially certified, you shall retain the responsibility to track
further construction approved under the same permit, and shall provide a final certificate of
completion once the entire project has been completed. A copy of the construction record
drawings, indicating the facilities constructed in the phase being certified, shall be submitted with
each partial certification. Mail the Engineer's Certification, one copy of the "Construction Record
Drawings," and one copy of the supporting design calculations to the Non -Discharge Permitting
Unit, 1617 Mail Service Center, Raleigh, NC 27699-1617.
7. A copy of the construction record drawings shall be maintained on file by the Permittee for the life
of the wastewater collection facilities.
8. Failure to abide by the conditions and limitations contained in this permit; 15A NCAC 2T.; the
Division's Gravity Sewer Design Criteria adopted February 12, 1996 as applicable; the Division's
Minimum Design Criteria for the Fast -Track Permitting of Pump Station and Force Mains adopted
June 1, 2000 as applicable; and other supporting materials may subject the Permittee to an
enforcement action by the Division, in accordance with North Carolina General Statutes §143-
215.6A through §143-215.6C.
9. In the event that the wastewater collection facilities fail to perform satisfactorily, including the
creation of nuisance conditions, the Permittee shall take immediate corrective action, including
those as may be required by this Division, such as the construction of additional or replacement
facilities.
10. The issuance of this permit shall not exempt the Permittee from complying with any and all
statutes, rules, regulations, or ordinances that may be imposed by other government agencies
(local, state and federal) which have jurisdiction, including but not limited to applicable river buffer
rules in 15A NCAC 2B .0200, erosion and sedimentation control requirements in 15A NCAC Ch. 4
and under the Division's General Permit NCG010000, and any requirements pertaining to wetlands
under 15A NCAC 2B .0200 and 15A NCAC 2H .0500.
11. Noncompliance Notification:
The Permittee shall report by telephone to a water quality staff member at the Asheville Regional
Office, telephone number [phone], as soon as possible, but in no case more than 24 hours
or on the next working day, following the occurrence or first knowledge of the occurrence of either
of the following:

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PERMIT W00035520 Town of Canton Champion Drive Sewer Puma Station #9 Haywood County August 22 2011
a. Any process unit failure, due to known or unknown reasons, that renders the facility incapable
of adequate wastewater transport, such as mechanical or electrical failures of pumps, line
blockage or breakage, etc.; or.
b. Any failure of a pumping station or sewer line resulting in a by-pass directly to receiving waters
without treatment of all or any portion of the influent to such station or facility.
Voice mail messages or faxed information is permissible but this shall not be considered as the
initial verbal report. Overflows and spills occurring outside normal business hours may also be
reported to the Division of Emergency Management at telephone number [phone] or (919)
733-3300. Persons reporting any of the above occurrences shall file a spill report by completing
Part I of Form CS-SSO (or the most current Division approved form), within five days following first
knowledge of the occurrence. This report shall outline the actions taken or proposed to ensure that
the problem does not recur. Per Condition 1(2), Part II of Form CS-SSO (or the most current
Division approved form) can also be completed to show that the SSO was beyond control.
Permit issued this the 22"d day of August, 2011
NORTH CAROLINA ENVIRONMENTAL MANAGEMENT COMMISSION
— &1� a 2e. /_'L -
for Coleen H. Sul ins, Director
Division of Water Quality
By Authority of the Environmental Management Commission
Permit Number WQ0035520

T
PERMIT W00035520. Town of Canton. Chamoion Drive Sewer Pump Station #9. Haywood County August 22, 2011
ENGINEERING CERTIFICATION - POST CONSTRUCTION
System Description:
permission is hereby granted to the Town of Canton for the construction and operation of a 600—gallon
per minute pump station with duplex pumps, on -site audible and visual high water alarms, a permanent
generator with telemetry as well as approximately 4,400 linear feet of 8-inch force main as part of the
Champion Drive Sewer Improvements project. The discharge of collected domestic wastewater will go
into the Blue Ridge Paper Products (Evergreen Packaging).
Complete and submit this form to the Asheville regional office with the following:
• One copy of the project record drawings (plan & profile views of sewer lines) of the wastewater collection
system extension
• supporting design calculations (selected pumps, system curve, operating point, available storage if portable
generator(s) or storage greater than longest past three year outage reliability option selected) for any pump
stations permitted as part of this project
• Changes to the project should be clearly identified on the record drawings or in written summary form. Permit
modifications are required for any changes resulting in non-compliance with this permit, regulations or
minimum design criteria.
This project shall not be considered complete nor allowed to operate until this Engineer's Certification and all
required supporting documentation have been received by the Division. Therefore, it is highly recommended
that this certification be sent in a manner that provides proof of receipt by the Division.
ENGINEER'S CERTIFICATION
❑ Partial ❑ Final
, as a duly registered Professional Engineer in the State of North Carolina, having
been authorized to observe (❑ periodically, ❑ weekly, ❑ full time) the construction of the above referenced
project for the Permittee hereby state that, to the best of my abilities, due care and diligence was used in the
observation of the construction such that the construction was observed to be built within substantial compliance
of this permit; 15A NCAC 2T; the Division of Water Quality's (Division) Gravity Sewer Minimum Design Criteria
adopted February 12, 1996 as applicable; the Division's Minimum Design Criteria for the Fast -Track Permitting of
Pump Stations and Force Mains adopted June 1, 2000 as applicable; and other supporting materials.
North Carolina Professional Engineer's
seal, signature, and date:
SEND THIS FORM & SUPPORTING DOCUMENTATION
WITH REQUIRED ATTACHMENTS TO THE FOLLOWING ADDRESS
SURFACE WATER PROTECTION SUPERVISOR
ASHEVILLE REGIONAL OFFICE
2090 US HIGHWAY 70
SWANNANOA, NC 28778
The Permittee is responsible for tracking all partial certifications up until a final certification is received. Any wastewater flow
made tributary to the wastewater collection system extension prior to completion of this Engineer's Certification shall be
considered a violation of the permit and shall subject the Permittee to appropriate enforcement actions.

17
PUMP SrATIWJ Of
FVEEL ivi� OP1�]
-----�PressRre-& acuum sewer
WQ0035520 is
nViroaumnt and Natural Resources
ivision of Water Quality
IN SST=TRACK APPLICATION
(FTA 12/07 very)
PUMP STATIONS, AND FORCE MAINS
:ems are not to be included as part of this application package)
yl�k2
STRUCTIONS: Indicate "'y u'ti U. ,y-dladdressed--the"fdflowing list of required application package items by
—4
checking the space provided ext to .each applicable item. Failure to submit all required items will lead to your application
being returned as incomplete. Forms are available from the web site or by calling the Regional Office serving your county.
http://h2o.enr.state.nc. us/peres/Collection%20Systems/CollectionSystemApplications.html
® A. Application Form - Submit one original and one copy of the completed and appropriately executed application
form. The application should include a project narrative describing the final build -out design (i.e. system and/or
pump station to ultimately serve 500 homes, but flow for only 100 homes being requested now). For modifications,
clearly explain the reason for the modification (i.e. adding another phase, changing line size/length, etc.). Only
include the modified information in this permit application - do not duplicate project information that has already
been included in the original permit.
Any changes to this form will result in the application being returned. The Division of Water Quality (Division) will
only accept application packages that have been fully completed with all applicable items addressed. You do not
need to submit detailed plans and specifications unless you respond NO to Item B(13).
Separate applications should be made for non -continuous sewer systems.
® B. Application Fee - Submit a check in the amount of $480 made payable to: North Carolina Department of
Environment and Natural Resources (NCDENR). Checks shall be dated within 90 days of application submittal.
❑ C. Certificates of Public Convenience and Necessity — If the application is being submitted in the name of a
privately -owned public utility, submit two copies of the Certificate of Public Convenience and Necessity (CPCN)
which demonstrates that the public utility is authorized to hold the utility franchise for the area'to be served by the
sewer extension. If a CPCN has not been issued, provide two copies of a letter from the North Carolina Utilities
Commission's Public Staff that states that an application for a franchise has been received, that the service area
is contiguous to an existing franchised area, and/or that franchise approval is expected. The project name in the
CPCN or letter must match that provided in Item A(2)a of this application.
❑ D. Operational Agreements — Submit one original and two copies of a properly executed operational agreement, as
per 15A NCAC 02T .0115, if the application is submitted by a private applicant and will be serving residential or
commercial lots (e.g., houses, condominiums, townhomes, outparcels, etc.) that will be sold to another entity. If
the applicant is a home or property owner's association, use Form HOA 02/03. If the applicant is a developer,
use Form DEV 02/03. EVEN IF THE PROJECT MAY BE TURNED OVER TO A MUNICIPALITY UPON
COMPLETION, FORM DEV 02/03 IS REQUIRED.
® E. Downstream Sewer, WWTF Capacity and Flow Tracking/Acceptance — FORM FTSE 10/07 (Flow
Tracking/Acceptance for Sewer Extension Permit Applications) is required with every application. The applicant
(and owners of downstream sewers, pump stations and/or treatment facilities submitting FORM FTSE-10/07)
certifies that the addition of the volume of wastewater to be permitted in this project has been evaluated along the
route to the receiving treatment plant, and that the flow from this project will not cause capacity related sanitary
sewer overflows or overburden any downstream pump station en route to the receiving wastewater treatment
plant. Where the applicant is not the owner of the downstream sewer, submit two copies of FORM FTSE 10/07
from the owner of the downstream sewer and owner of the WWTF, if different. The flow acceptance indicated in
FORM FTSE-10/07 must not expire prior to permit issuance and must be dated less than one year prior to the
application date. Submittal of this application and FORM FTSE-10/07 indicates that owner has adequate
capacity and will not violate G.S. 143-215.67(a). Intergovernmental agreements or other contracts will not be
accepted in lieu of project -specific FTSE 10/07.
® F Map — Submit an 8.5-inch by 11-inch COLOR copy of a USGS Topographic Map of sufficient scale to identify the
entire project area and the closest surface waters. Each map or maps must show the location of the sewer line
and pump stations and be of reproducible quality. Include a street level map showing the downstream connection
point, and the permit number for the downstream sewer, if known.
FTA 12/07

G.' Streafn Classifications — Watershed Classification Attachment (Form WSCAS-12/07) If any portion of the
sewer system project is within 100 feet of any surface water or wetlands, the Watershed Classification Attachment
may need to be completed. A variance must be requested for encroachment within required setbacks or buffers
pursuant to 2T .0305 (f) and be indicated in Item B-13 with supporting documentation/justification provided.
❑ H Environmental Assessments — If this project is subject to an Environmental Assessment (EA) [15A NCAC
01 C], this application cannot be used. Send the project application on the most current version of Form
PSFMGSA to the Design Management Unit, 1633 Mail Service Center, Raleigh, NC 27699-1633. Applications
cannot be accepted until a Finding of No Significant Impact (FONSI) or Environmental Impact Statement (EIS)
has been issued. A copy is to be submitted with that permit application.
❑ I. Flow Direction — Many wastewater treatment systems are entering into agreements for regionalization efforts
and emergency treatment capacity. Parts of the system are installed so that the wastewater flow can be directed
to more than one treatment facility. If this is the case with this project, please indicate in B(12) and give the permit
number of the second treatment facility.
® J. Certifications — Section C
The application must be certified by both the applicant and the design engineer who is a North Carolina
Registered Professional Engineer (PE). The applicant signature must match the signing official listed in Item
A(1 b). The PE should NOT certify the application if he/she is unfamiliar with 15A NCAC Chapter 2T, the Gravity
Sewer Minimum Design Criteria (most recent version) and the Minimum Design Criteria for the Fast -Track
Permitting of Pump Stations and Force Mains (most recent version), as applicable to the project.
THE COMPLETED FTA 12/07 APPLICATION PACKAGE, INCLUDING ALL SUPPORTING
DOCUMENTS AND $480 FEE, SHOULD BE SENT TO THE APPROPRIATE REGIONAL OFFICE:
REGIONAL OFFICE
ADDRESS
COUNTIES SERVED
Asheville Regional Office
2090 US Highway 70
Avery, Buncombe, Burke, Caldwell, Cherokee,
Swannanoa, North Carolina 28778
Clay, Graham, Haywood, Henderson, Jackson,
[phone]
Macon, Madison, McDowell, Mitchell, Polk,
[phone] Fax
Rutherford, Swain, Transylvania, Yancey
Fayetteville Regional Office
225 Green Street Suite 714
Anson, Bladen, Cumberland, Harnett, Hoke,
Fayetteville, North Carolina 28301-5094
Montgomery, Moore, Robeson, Richmond,
[phone]
Sampson, Scotland
[phone] Fax
Mooresville Regional Office
610 E. Center Avenue
Alexander, Cabarrus, Catawba, Cleveland,
Mooresville, North Carolina 28115
Gaston, Iredell, Lincoln, Mecklenburg, Rowan,
[phone]
Stanly, Union
[phone] Fax
Raleigh Regional Office
1628 Mail Service Center
Chatham, Durham, Edgecombe, Franklin,
Raleigh, North Carolina 27699-1628
Granville, Halifax, Johnston, Lee, Nash,
[phone]
Northampton, Orange, Person, Vance, Wake,
[phone] Fax
Warren, Wilson
Washington Regional Office
943 Washington Square Mall
Beaufort, Bertie, Camden, Chowan, Craven,
Washington, North Carolina 27889
Currituck, Dare, Gates, Greene, Hertford, Hyde,
[phone]
Jones, Lenoir, Martin, Pamlico, Pasquotank,
[phone] Fax
Perquimans, Pitt, Tyrrell, Washington, Wayne
Wilmington Regional Office
127 Cardinal Drive Extension
Brunswick, Carteret, Columbus, Duplin, New
Wilmington, North Carolina 28405
Hanover, Onslow, Pender,
[phone]
[phone] Fax
Winston-Salem Regional Office
585 Waughtown Street
Alamance, Alleghany, Ashe, Caswell, Davidson,
Winston-Salem, North Carolina 27107
Davie, Forsyth, Guilford, Rockingham, Randolph,
[phone]
Stokes, Surry, Watauga, Wilkes, Yadkin
[phone] Fax
For more information, please visit our web site at.
http://h2o.enr.state.nc. uslperesICollection%2OSystemsICoHectionSystemsHome.htmi
or contact the Regional Office serving your county.
FTA 12/07

USE THE TAB KEY TO MOVE FROM FIELD TO FIELD! 1 Application Number:
i (to be completed by DWQ)WC�0035520
'I.
Owner/Perrnittee:
1 a.
Town of Canton '� a
Full Legal Name (company, municipality, HOA, utility, etc.)
i1
b.
--- - ---- . _.. _ _
AI Matthews, Town Manager
O
j
Signing Official Name and Title (Please review 15A NCAC 2T .0106 (b) for authorized signing officials!)
-
1 c.
he lgal entity who will own this system is:
Te
El Individual ❑ Federal ® Municipals ❑ State/County ❑ Private Partners, ip`❑ Corporation,❑ Other (specify)r �,,-
®
Id.
58 Park Street Ile. Canton - n n n f� i
LL
Z._._
— j1f.
Mailing Address City' L� y
_ ..._.--- .___._ .._ _ 111D___
North Carolina !1g. 28716 .. r�
Z
_
.1.
State Zip Code I-
_ __. -- - .._-__ __ _ -1 I AUG---B 2011-
�1
h.
�i�-;
[phone] I1 i. [phone] lI. towri can o nc.com
Telephone j Facsimile Email
�2.
-I
Project (Facility) Information WATER GNU ALITY SECT ION
J
2a.
.... .._..... ..__. _ L
c�FVfLLE �t_C;ON;,%LOFFICE .._ _.
Champion Drive Sewer Improvements - Pump Station #9 2b. Ha oo - j
�.
Brief Project Name (permit will refer to this name) County WheYe Proleefiis Located -
3.
Contact Person:
3a.
Mike Waresak, PE, McGill Associates, P.A.
Name and Affiliation of Someone Who Can Answer Questions About this Application
3b.
[phone] !3c. [e-mail]
Phone Number ! E-mail
11.
Project is ® New ❑ Modification (of an existing permit) If Modification, Permit No.:
12.
Owner is ® Public (skip to Item B(3)) ❑ Private (go to Item 2(a))
2a.
If private, applicant will be:
2b. If sold, facilities owned by a (must choose one)
❑ Retaining Ownership (i.e. store, church, single office, etc.) or
❑ Public Utility (Instruction C)
❑ Leasing units (lots, townhomes, etc. - skip to Item B(3))
❑ Homeowner Assoc./Developer (Instruction D)
❑ Selling units (lots, townhomes, etc. - go to Item B(2b))
13.
Blue Ridge Paper Products, Inc (Evergreen Packaging)
Z j
Owner of Wastewater Treatment Facility (WWTF) Treating Wastewater From This Project
O
4a.
Canton Mill
,4b. NC0000272
Name of WWTF
WWTF Permit No.
5a.
Canton Mill WWTF 5b. N/A ❑ Gravity 15c. NC0000272
Owner of Downstream Sewer Receiving Sewer Size ❑ Force Main Permit # of Downstream Sewer (instruction E)
6.
mThe origin of this wastewater is check all that applLi-y):
Z_
® Residential Subdivision
® Retail (Stores, shopping centers)
100 % Domestic/Commercial
® Apartments/Condominiums
® Institution
® Mobile Home Park
® Hospital
0 % Industrial (attach description.)
W®
School
® Church
(RO: contact your Regional Office
LU
® Restaurant
❑ Nursing Home
Pretreatment staff)
® Office
® Other (specify): Hotel
%Other (specify):
�
7.
Volume of wastewater to be allocated or permitted for this particular project: zero (0) gallons per day
*Do not include future flows or previously permitted allocations
-
18.
If the permitted flow is zero, indicate why:
® Pump Station, Outfall or Interceptor Line where flow will be permitted in subsequent permits that connect to this line
❑ Flow has already been allocated in Permit No.
❑ Rehabilitation or replacement of existing sewer with no new flow expected (see 15A NCAC 02T .0303 to determine if a
permit is required)
FTA12/07

'
9. Provide the wastewater flow calculations used in determining the permitted flow in accordance with 15A NCAC 2T .0114 for
the value in Item 13(7) AND/OR the design flow for line or pump station sizing if a reduced or zero flow is being requested in
Item B(7). Values other than that in 15A NCAC 2T .0114 (b) and (c) must be supported with actual water or wastewater use
data in accordance with 15A NCAC 2T .0114 (f).
Existing Flow = 179,700 gpd; upstream Pump Station #10 Design Flow = 116,000 gpd;
Total Flow = 295,700 gpd
10. Summary of Sewer Lines to be Permitted (attach additional sheets if necessary)
Size (inches)
Length (feet)
New Gravity or Additional
Force Main
8
4,400
Force Main
- .. .... ..... ... .........._ _ ......_..
- ..... _.. __., ......_... . .......
11. Summary of Pump Stations w/ associated Force Mains to be Permitted (attach additional sheets as necessary) —
7
Pump Station Location ID Pump Station #9 (self chosen - as shown on plans/map for reference)
-
I
Design Flow
Operational Point
Power Reliability Option
Z
(MGD)
GPM @TDH
1 -permanent generator w/ATS; j Force Main Size
Force Main Length
0
2 - portable generator w/MTS
...
0.296
600 gpm @ 104'
1 8-inch
4,400 feet
Z
H
Pump Station Location ID (self chosen as shown on plans/map for reference)
Design Flow Operational Point Power Reliability Option
(MGD) 1 -permanent generator w/ATS; Force Main Size Force Main Length
0
GPM @TDH
I 2 - portable generator w/MTS
Pump Station Location ID (self chosen - as shown on plans/map for reference)
aDesign
Flow
(MGD)
Operational Point
GPM @TDH
Power Reliability Option j
1 -permanent generator w/ATS; i Force Main Size
Force Main Length
2 - portable generator w/MTS
i
12. Will the wastewater flow in the proposed sewer lines or pump stations be able to be directed to another treatment facility?
❑ Yes ® No If Yes, permit number of 2nd treatment facility
(RO — if "yes" to 13,12 please contact the Central Office PERCS Unit)
_ ......... _ ......... . _ ............... .. .. . ....... . ... .... ......... .... - - -- ._ __.... -- -......................... _.._.................... .............. ........ .
13. Does the sewer system comply with the Minimum Design Criteria for the Fast Track Permitting of Pump Stations and Force
Mains (latest version), the Gravity Sewer Minimum Design Criteria (latest version) and 15A NCAC Chapter 2T as
applicable?
® Yes ❑ No If No, please reference the pertinent minimum design criteria or regulation and indicate why a
variance is requested. SUBMIT TWO COPIES OF PLANS, SPECIFICATIONS OR CALCULATIONS
PERTINENT TO THE VARIANCE WITH YOUR APPLICATION
FTA 12/07

_._ - - ---- - -- - -- - --- - - - ------- ---- -_.-....-.._ .._ . _--
14. Have the following permits/certifications been submitted for approval for the system or project to be served?
Wetland/Stream Crossings - General Permit or 401 Certification? ❑ Yes ❑ No ® N/A
Sedimentation and Erosion Control Plan? ❑ Yes ❑ No ® N/A
Stormwater? ❑ Yes ❑ No ® N/A
5. Does this project include any high priority lines, [see 15A NCAC 02T .0402 (2)] involve aerial lines, siphons, or interference
manholes)? These lines will be considered high priority and must be checked once every six months
heck if Yes: ® and provide details Pump Station #9 force main will be attached to the Blackwell Drive bridge (NCDOT).
1. Owner/Permittee's Certification: (Signature of Signing Official and Project Name)
1, Al Matthews attest that this application for Town of Canton - Champion Drive Sewer Improvements has
been reviewed by me and is accurate and complete to the best of my knowledge. 1 understand that if all required parts of
this application are not completed and that if all required supporting documentation and attachments are not included,
this application package is subject to being returned as incomplete. Note: In accordance with North Carolina General
Statutes 143-215.6A and 143-215.6B, any person who knowingly makes any false statement, representation, or
certification in any application shall be guilty of a Class 2 misdemeanor, which may include a fine not to exceed $10,000
as well as civil penalties up to $25, 000 per violation.
1 a.
Signing Official gnature Date
(ENGINEERING DESIGN DOCUMENTS MUST BE COMPLETED PRIOR TO SUBMITTAL OF THIS
'APPLICATION.
THESE DOCUMENTS MUST INCLUDE PLAN AND PROFILE OF SEWERS, THEIR PROXIMITY
U) ITO
OTHER UTILITIES, DESIGN CALCULATIONS. ETC. REFER TO 15A NCAC 02T .0305
I
®
......._... _ __ . _ ____.. _ ......_. ....... _
12.
Professional Engineer's Certification: (Signature of Design Engineer and Project Name)
Mike Waresak attest that this application for Town of Canton - Champion Drive Sewer Improvements has
LL I
been reviewed by me and is accurate, complete and consistent with the information in the engineering plans, calculations,
and all other supporting documentation to the best of my knowledge. I further attest that to the best of my knowledge the
proposed design has been prepared in accordance with the applicable regulations, Gravity Sewer Minimum Design Criteria
UJ
for Gravity Sewers adopted February 12, 1996, and the Minimum Design Criteria for the Fast -Track Permitting of Pump
0
Stations and Force Mains adopted June 1, 2000 and the watershed classification in accordance with Division guidance.
Although other professionals may have developed certain portions of this submittal package, inclusion of these materials
V
under my signature and seal signifies that 1 have reviewed this material and have judged it to be consistent with the
proposed design. Note: In accordance with NC General Statutes 143-215.6A and 143-215.6B, any person who knowingly
makes any false statement, representation, or certification in any application shall be guilty of a Class 2 misdemeanor
which may include a fine not to exceed $10, 000 as well as civil penalties up to $25, 000 per violation.
�2a.
Mike Waresak
Professional Engineer Name
12b.
McGill Associates, P.A. a
Engineering Firm
�2c. Post Office Box 2259 o o d
Mailing Address
2d. Asheville 2e. NC 2f. 28802
City State Zip
�2g.
[phone] 12h. [phone] 2i. [e-mail]
Telephone ( Facsimile E-mail NC PE Seal, Signature & Date
FTA 12/07

7�
j�OMcGill
AS S OCIATES
August 04, 2011
Mr. Roger Edwards
Division of Water Quality -Asheville Regional Office
North Carolina Department of Environment
And Natural Resources
2090 U.S. Highway 70
Swannanoa, North Carolina 28778
Dear Mr. Edwards:
i
AUG - 4 2011
WAT[HR rUALITY SECTION
Re: Fast -Track Permit Applications
Champion Drive Sewer Improvements
Town of Canton
Haywood County, North Carolina
The Town of Canton plans to improve three (3) existing pump stations and
respective force mains along the Champion Drive wastewater service corridor. The
proposed wastewater improvements will upgrade infrastructure which has reached the
end of its service life. Enclosed are the required properly executed Fast Track application
forms (FTA 12/07, FTSE-10/07 and WCAS 12/07), project area maps, and application
fee payments for each of the three (3) respective pump stations.
If you have any questions regarding the application package or would like to
discuss the project further, please feel free to contact me.
Sincerely,
MCGILL ASSOCIATES, P.A.
GJj
JOSEPH C. WILLIAMS, PE
Project Engineer
WiT
Enclosures
cc: Al Matthews, Manager, Town of Canton
Jason Burrell, Assistant Manager, Town of Canton
R/08.00312/Letters/reNaug l 1. doc
E n g i n e e r i n g e P l a n n i n g e F i n a n c e
McGill Associates, P.A. • P.O. Box 2259, Asheville, NC 28802 • 55 Broad Street, Asheville, NC 28801
828-252-0575 • Fax: [phone]

OF W ArFR State of North Carolina
Department of Environment and Natural Resources
_v� r Division of Water Quality
O c Flow Tracking/Acceptance for Sewer Extension Permit Applications
(FTSE-10/07)
Project Applicant Name: Town of Canton
Project Name for which flow is being requested: Champion Drive Sewer Improvements — Pump Station 49
More than one FTSE-10107 may be required for a single project if the owner of the WWTP is not responsible for all
pump stations along the route of the proposed wastewater flow.
I. Complete this section only if you are the owner of the wastewater treatment plant.
a. WWTP Facility Name: Canton Mill
b. WWTP Facility Permit #: NC0000272
All flows are in MGD
c. WWTP facility's permitted flow
d. Estimated obligated flow not yet tributary to the WWTP
e. WWTP facility's actual avg. flow
f. Total flow for this specific request
g. Total actual and obligated flows to the facility
h. Percent of permitted flow used
29.90
0.005
26, c
0 (zero)
Z&. 005
97 %
II. Complete this section for each pump station you are responsible for along the route of this
proposed wastewater flow.
List pump stations located between the project connection point and the
Pump Station Name Approx. Capacity, MG Approx. Current Avg.
(Fl/D rme ' n Daily Flow, MGD
Not Applicable
r
L�
9
AUG -8 2011 1
WATER QUALITY SECTION
III. Certification Statement: ASHCVILI ;-GIOivAL OI=r=Icy ,
I, —1 A 5, -D Z kr«as , certify that, to the best of giy.knowledge;the`addition of the
volume of wastewater to be permitted in this project has been evalugt6d=aljdng•the-route-to the•receiving-
wastewater treatment facility and that the flow from this project is not anticipated to cause any capacity
related sanitary sewer overflows or overburden any downstream pump station en route to the receiving
treatment plant under normal circumstances. This analysis has been performed in accordance with local
established policies and procedures using the best available data. This certification applies to those items
listed above in Sections I afld4T for which I am the responsible party. Signature of this form indicates Vo
acceptance of this wastewater flow.
Signing Official Signature Date
2 --s„l Zvl(

OF wATFh' State of North Carolina
Q Department of Environment and Natural resources
CO r Division of Water Quality
=a
o Flow Tracking/Acceptance for Sewer Extension Permit Applications
(FTSE—10/07)
Project Applicant Name: Town of Canton
Project Name for which flow is being requested: Champion Drive Sewer Improvements - Pump Station #9
More than one FTSE-10107 may be requiredfor a singleproject if the owner of the WWTP is not responsible for all
pump stations along the route of the proposed wastewater flow.
I. Complete this section only if you are the owner of the wastewater treatment plant.
a. WWTP Facility Name: Canton Mill
b. WWTP Facility Permit #: NC0000272
All flows are in MGD
c. WWTP facility's permitted flow
d. Estimated obligated flow not yet tributary to the WWTP
e. WWTP facility's actual avg. flow
f. Total flow for this specific request
g. Total actual and obligated flows to the facility
h. Percent of permitted flow used
29.90
D.ovs
0 (zero)_
Z�.aos
II. Complete this section for each pump station you are responsible for along the route of this
proposed wastewater flow.
List pump stations located between the project connection point and the WWTP
Pump Station Name
Not Applicable
Approx. Current Avg.
Daily Flow, MGD
~_
AUG 2011 '
LY
• + tip QUALITY 5� 1
# A N
4' ASHEVILI_� R-GION�,LCTIG
s =a:t•:: ' . t = �FFICE rf
<x
III. Certification Statement: ,
I, Al MaifhetjS , certify that, to the best of my knowledge, the addition"ofthe "-'
volume of wastewater to be permitted in this project has been evaluated along the route to the receiving
wastewater treatment facility and that the flow from this project is not anticipated to cause any capacity
related sanitary sewer overflows or overburden any downstream pump station en route to the receiving
treatment plant under normal circumstances. This analysis has been performed in accordance with local
established policies and procedures using the best available data. This certification applies to those items
listed above in Sections I and II for which I am the responsible party. Signature of this form indicates
acceptance of this wastewater flow.
Approx. Capacity, MGD
(Firm/Design)
Signing Offal Signature Date

of WArF9
FORM WSCAS-12/07
r
WATERSHED CLASSIFICATION ATTACHMENT > �,
o �
FOR SEWER SYSTEMS
Applicant Name
Project Name
Town of Canton
Champion Drive Sewer Improvements
PUMP Stafton #9
Professional Engineer Name
Engineering Firm Name
Mike Waresak
McGill Associates, P.A.
Location
ID
Name of Waterbody'
County
River
Basin
Waterbody Stream
Index No.
Waterbody
Classification
1
Pigeon River
Haywood
French
Broad
5-(7)
C
2
Mingus Branch
Haywood
French
Broad
Not Indexed
C
t;
Yt
.l,.
jjj
AUG - 8
QUALITION
I ASHCVILLE REGIONAL OFFI� ;
' If unnamed, indicate "unnamed tributary to X", where X is the named waterbody tow ih t e unnamed tributary loins u
m
I certify that as a Registered Professional Engineer in the State of
North Carolina that 1 have diligently followed the Division's instructions
for classifying waterbodies and that the above classifications are
inclusive of the stated project complete and correct to the best of my
knowledge and belief.
PE Seal, Signature and Date
FORM: WSCAS-12/07
Page 1 of 1

�•�rl i r, v �" • '° �- CHAMPION DRIVE SEWER IMPROVEMENTS
y�,,� • . • d PUMP STATION #9 UPGRADES
• " '�� i `-� a. • `k TOWN OF CANTON
HAYWOOD COUNTY, NORTH CAROLINA
13
CANTON QUADRANGLE MAP
♦:' ; { s, °JL• i 35082-E7-TF-024
r l\\.'�. ° `` � I ° � ; +� _• � �No .Can o` h.r: e4 ti �6 � � �
EXISTING
GRAVITY SEWER ��� ' ' f sus—.•' -:.�'nl
tl
- 26ou
lit
PROPOSED 1 l� , • ° '1' ,,
PUMP STATION #9 UPGRADES
• �� PROPOSED L
• • . NEW 8" FORCE MAIN ROUTED 1 LOoCATION 1 '
., >.
• 11 ••� ; ti
TO CANTON MILL WWTP o.
Ls
B ILL,
•° '
. j i • _.ze Co.�'. '' • ' LOCATION 2 '' Sm • / m O
Rr , � ♦ S
t I .' • •! (/ till 1 ° �
McG
•
ASSOCIATES
ENGINEERING •PLANNING•FIN ANCE
55 BROAD STREET ASHEVILLE, NC PH. [phone]
CANTON MILL WWTP
7 (NPDES/iNO. NC0000272)
t 1
Nr
g .
p ( ti` s ilori •• WE -
SCALE: 1"= 1600z N
T',1 16 isg 11 �i9kS n§lR--�� •- �� s�
Mi �
O 6 ;0 I X ° .

�..� MC Gill BB&T
039632
- BRANCH BANKING AND TRUST COMPANY
� n �• North Carolina �
ASSOCIATES 66-112-531 DATE
P.O. BOX 2259 - ASHEVILLE, NC 28802
PH: [phone]
August 4, 2011
PAY AMOUNT
Four Hundred Eighty and 00/100 Dollars
TO THE 480.00
ORDER OF N.C. DENR
1633 Mail Service Center OPERATING ACCOUNT
Raleigh, NC 27699-1633
oa.
AU HORIZED SIGNATURE

McGill
A S S O C I A T E S
March 10, 2014
Mr. Chuck Cranford
Division of Water Quality -Asheville Regional Office
North Carolina Department of Environment
And Natural Resources
2090 U.S. Highway 70
Swannanoa, North Carolina 28778
Re:
Dear Mr. Cranford:
Dlvtslon
MAR 1 2 2014
Water Ouality Regional Operations
Asheville Regional Office
Engineering Certification
Champion Drive Sewer Improvements
Town of Canton
Haywood County, North Carolina
a
w
0
NEERING &
Please find enclosed the required engineering certification documentation for the above
referenced project. The enclosed documentation includes Engineering Certification (3 copies),
project record drawings (1 copy) and design calculations (1 copy). The project generally consisted
of improvements to three (3) existing pump stations, replacement of respective force mains and
installation of new gravity sewer lines. One (1) pump station was rehabilitated in place and two
(2) pump stations were replaced. All improvements were along the Champion Drive sewer
corridor; however, since the pump stations did not physically discharge into each other we were
required to obtain three (3) separate permitg%M- � ° U�35r5� lT WQ0035519 and WQ0035520).
Please note that a portable generator and manual transfer switch were utilized for the new
Pump Station #11 (WQ0035519). The portable generator reliability option was indicated in the
original permit application but I noticed that the certification indicates a permanent generator. All
pump stations are configured with telemetry and available emergency storage volume has been
noted in the design calculations.
55 Broad Street P.O. Box 2259 ph. 828 252.0575
,Asheville, North Carolina 28801 Asheville, North Carolina 28802 f: 828.252.2518 www.megilIengineers.com

Mr. Chuck Cranford
March 10, 2014
Page 2 of 2
If you have any questions or would like to discuss the project further, please feel free to
contact our office.
Sincerely,
McGILL ASSOCIATES, P.A.
Joseph C. Williams, PE
Project Engineer
Encl
cc: Jason Burrell, Interim Manager, Town of Canton (w/ enclosures)
Luke Williams, PE, Evergreen Packaging (w/ enclosure)
Mike Waresak, PE, McGill Associates
P:/08.00312/Letters/cc08mar14.doc

PERMIT W00035518 Town of Canton Champion Drive Sewer Pump Station #10 Haywood County Auaust 22. 2011
ENGINEERING CERTIFICATION — POST CONSTRUCTION
System Description:
permission is hereby granted to the Town of Canton for the construction and operation of approximately
150 linear feet of 8-inch gravity sewer; a 300—gallon per minute pump station with duplex pumps, on -
site audible and visual high water alarms, a permanent generator with telemetry as well as
approximately 875 linear feet of 6-inch force main as part of the Champion Drive Sewer Improvements
project. The discharge of collected domestic wastewater will go into the Blue Ridge Paper Products
(Evergreen Packaging)
Complete and submit this form to the Asheville regional office with the following:
One copy of the project record drawings (plan & profile views of sewer lines) of the wastewater collection
system extension
supporting design calculations (selected pumps, system curve, operating point, available storage if portable
generator(s) or storage greater than longest past three year outage reliability option selected) for any pump
stations permitted as part of this project
Changes to the project should be clearly identified on the record drawings or in written summary form. Permit
modifications are required for any changes resulting in non-compliance with this permit, regulations or
minimum design criteria.
This project shall not be considered complete nor allowed to operate until this Engineer's Certification and all
required supporting documentation have been received by the Division. Therefore, it is highly recommended
that this certification be sent in a manner that provides proof of receipt by the Division.
ENGINEER'S CERTIFICATION
I, Joseph C. W'El Partial jK Final
��tas a duly registered Professional Engineer in the State.of North Carolina, having
been authorized to observe (❑ periodically, X weekly, ❑ full time) the construction of the above referenced
project for the Permittee hereby state that, to the best of my abilities, due care and diligence was used in the
observation of the construction such that the construction was observed to be built within substantial compliance
of this permit; 15A NCAC 2T; the Division of Water Quality's (Division) Gravity Sewer Minimum Design Criteria
adopted February 12, 1996 as applicable; the Division's Minimum Design Criteria for the Fast -Track Permitting of
Pump Stations and Force Mains adopted June 1, 2000 as applicable; and other supporting materials.
North Carolina Professional Engineer's
seal, signature, and date:
RDI
�-. E� Z 41�—w
RECEI` OW TH
Vft fREBrAWTACHI
M & SUPPORTING DOCUMENTATION
IENTS TO THE FOLLOWING ADDRESS
— SEAL 7
"!7770 00 _ i
— 858MAR'
MAR 1 2 2014 SURFA
ROGER C. EDWARDS
E WATER PROTECTION SUPERVISOR
FkCINE�Q:••g\�
ASHEVILLE REGIONAL OFFICE
j • •
C. wl` �\P \\
Water r O eality Regional Operations
2090 US HIGHWAY 70
SWANNANOA, NC 28778
ille Regional Office
The Permittee is responsible for tracking all partial certifications up until a final certification is received. Any wastewater flow
made tributary to the wastewater collection system extension prior to completion of this Engineer's Certification shall be
considered a violation of the permit and shall subject the Permittee to appropriate enforcement actions.

PERMIT W00035518. Town of Canton. Chambion Drive Sewer Puma Station #10. Haywood County August 22.2011
a. Any process unit failure, due to known or unknown reasons, that renders the facility incapable
of adequate wastewater transport, such as mechanical. or electrical failures of pumps, line
blockage or breakage, etc.; or
b. Any failure of a pumping station or sewer line resulting in a by-pass directly to receiving waters
without treatment of all or any portion of the influent to such station or facility.
Voice mail messages or faxed information is permissible but this shall not be considered as the
initial verbal report. Overflows and spills occurring. outside normal business hours may also be
reported to the Division of Emergency Management at telephone number [phone] or (919)
733-3300. Persons reporting any of the above occurrences shall file a spill report by completing
Part I of Form CS-SSO (or the most current Division approved form), within five days following first
knowledge of the occurrence. This report shall outline the actions taken or proposed to ensure that
the problem does not recur. Per Condition 1(2), Part II of Form CS-SSO (or the most current
Division approved form) can also be completed to show that the SSO was beyond control.
Permit issued this.the 22Id day of August, 2011
NORTH CAROLINA ENVIRONMENTAL MANAGEMENT COMMISSION
C ./—
for Coleen H. ullins, Director
Division of Water Quality
By Authority of the Environmental Management Commission
Permit Number WQ0036518
f

PERMIT W00035518 Town of Canton Champion Drive Sewer Pump Station #10 Haywood County August 22. 2011
4. This permit shall not be transferable. In the event there is a desire for the wastewater collection
facilities to change ownership, or there is a name change of the Permittee, a formal permit request
shall be submitted to the Division accompanied by documentation from the parties involved, and
other supporting materials as may be appropriate. The approval of this request shall be
considered on its merits and may or may not be approved.
5. Construction of the gravity sewers, pump stations, and force mains shall be scheduled so as not to
interrupt service by the existing utilities nor result in an overflow or bypass discharge of wastewater
to the surface waters of the State.
6. Upon completion of construction and prior to operation of these permitted facilities, a certification, a
copy of the construction record drawings, as well as supporting design calculations for any pump
stations permitted as part of this project shall be received from a North Carolina -licensed
Professional Engineer certifying that the facilities have been installed in accordance with this
permit; 15A NCAC 2T; the Division's Gravity Sewer Design Criteria adopted February 12, 1996 as
applicable; the Division's Minimum Design Criteria for the Fast -Track Permitting of Pump .Station
and Force Main adopted June 1, 2000 as applicable; and other supporting materials. If this project
is to be completed in phases and partially certified, you shall retain the responsibility to track
further construction approved under the same permit, and shall provide a final certificate of
completion once the entire project has been completed. A copy of the construction record
drawings, indicating the facilities constructed in the phase being certified, shall be submitted with
each partial certification. Mail the Engineer's Certification, one copy of the "Construction Record
Drawings;" and one copy of the supporting design calculations to the Non -Discharge Permitting
Unit, 1617 Mail Service Center, Raleigh, NC 27699-161.7.
7. A copy of the construction record drawings shall be maintained on file by the Permittee for the life
of the wastewater collection facilities.
8. Failure to abide by the conditions and limitations contained in this permit; 15A NCAC 2T.; the
Division's Gravity Sewer Design Criteria adopted February 12, 1996 as applicable; the Division's
Minimum Design Criteria for the Fast -Track Permitting of Pump Station and Force Mains adopted
June 1, 2000 as applicable; and other supporting materials may subject the Permittee to an
enforcement action by the Division, in accordance with North Carolina General Statutes §143-
215.6A through §143-215.6C.
9. In the event. that the wastewater collection facilities fail to perform satisfactorily, including the
creation of nuisance conditions, the Permittee shall take immediate corrective action, including
those as may be required by this Division, such as the construction of additional or replacement
facilities.
10. The issuance of this permit shall not exempt the Permittee from complying with any and all
statutes, rules, regulations, or ordinances that may be imposed by other government agencies
(local, state and federal) which have jurisdiction, including but not limited to applicable river buffer
rules in 15A NCAC 2B .0200, erosion and sedimentation control requirements in 15A NCAC Ch. 4
and under the Division's General Permit NCG010000, and any requirements pertaining to wetlands
under 15A NCAC 213.0200 and 15A NCAC 2H .0500.
11. Noncompliance Notification:
The Permittee shall report by telephone to a water quality staff member at the Asheville Regional
Office, telephone number [phone], as soon as possible, but in no case more than 24 hours
or on the next working day, following the occurrence or first knowledge of the occurrence of either
of the following:

NORTH CAROLINA
ENVIRONMENTAL MANAGEMENT COMMISSION
DEPARTMENT OF ENVIRONMENT AND NATURAL RESOURCES
RALEIGH
WASTEWATER COLLECTION SYSTEM EXTENSION PERMIT
This permit shall be effective from the date of issuance until rescinded and shall be subject to the
following specified conditions and limitations:
This permit shall become voidable unless the wastewater collection facilities are constructed in
accordance with the conditions -of this permit; 15A NCAC .0200; the Division of Water Quality's
(Division) Gravity Sewer Minimum Design Criteria adopted February 12, 1996 as applicable; the
Division's Minimum Design Criteria for the Fast -Track Permitting of Pump Stations and Force
Mains adopted June 1, 2000--as applicable; and other supporting materials unless specifically
mentioned herein.
2. This permit shall be effective only with respect to the nature and volume of wastes described in the
application and other supporting data.
3. The wastewater collection facilities shall be properly maintained and operated at all times. The
Permittee shall maintain compliance with an individual system -wide collection system permit for the
operation and maintenance of these facilities as required by 15A NCAC 2T .0403. If an individual
permit is not required, the following performance criteria shall be met as provided in 15A NCAC 2T
.0403:
a. The sewer system shall be effectively maintained and operated at all times to preventJ_
discharge to land or surface waters, and any contravention of the groundwater standards in
15A NCAC 2L .0200 or the surface water standards in 15A NCAC 2B .0200.
b. A map of the sewer system shall be developed and shall be actively maintained.
c. An operation and maintenance plan shall be developed and implemented.
d. Pump stations that are not connected to a telemetry system shall be inspected every day (i.e.
365 days per year). Pump stations that. are connected to a telemetry system shall be
inspected at least once per week...
e. High -priority sewer lines shall be inspected at least once per every six-month period of time.
f. A general observation of the entire sewer system shall be conducted at least once per year.
g. Inspection and maintenance records shall be maintained for a period of at least three years.
h. Overflows .and bypasses shall be reported to the appropriate Division regional office in
accordance with 15A NCAC 2B .0506(a), and public notice shall be provided as required by
North Carolina General Statute §143-215.1 C.

Mill
C.G.
A S S O C I A. T E S
March 10, 2014
Mr. Chuck Cranford
Division of Water Quality-Ashevill
North Carolina Department of Env.
And Natural Resources
2090 U.S. Highway 70
Swannanoa, North Carolina 28778
Re: Engineering Certification
Champion Drive Sewer Improvements
Town of Canton
Haywood County, North Carolina
Dear Mr. Cranford:
Please find enclosed the required engineering certification documentation for the above
referenced project. The enclosed documentation includes Engineering Certification (3 copies),
project record drawings (1 copy) and design calculations (1 copy). The project generally consisted
of improvements to three (3) existing pump stations, replacement of respective force mains and
installation of new gravity sewer lines. One (1) pump station was rehabilitated in place and two
(2) pump stations were replaced. All improvements were along the Champion Drive sewer
corridor; however, since the pump stations did not physically discharge into each other we were
required to obtain three (3) separate permits (WQ0035518O d WQ0035520).
Please note that a portable generator and manual transfer switch were utilized for the new
Pump Station #11 (WQ0035519). The portable generator reliability option was indicated in the
original permit application but I noticed that the certification indicates a permanent generator. All
pump stations are configured with telemetry and available emergency storage volume has been
noted in the design calculations.
55 Broad.Streot . P.Q. -Box 2259 _ Ph 828.252.0575
Asheville, North Carolina 28801 Aslieville, North Carolina 28802 f. 828.252.'2518 ivw%v.r&gillengineers.cor r,ti

41
Mr. Chuck Cranford
March 10, 2014
Page 2 of 2
If you have any
contact our office.
Encl
ft
or would -like to discuss the project further, please feel free to
Sincerely,
McGILL ASSOCIATES, P.A.
Joseph C. Williams, PE
Project Engineer
cc: Jason Burrell, Interim Manager, Town of Canton (w/ enclosures)
Luke Williams, PE, Evergreen Packaging (w/ enclosure)
Mike Waresak, PE, McGill Associates
P:/08.00312/Letters/cc08mar14.doe

PERMIT W00035519 Town of Canton Champion Drive Sewer Puma Station'*11 Haywood County August 22,2011
ENGINEERING CERTIFICATION — POST CONSTRUCTION
System Description:
permission is hereby granted to the Town of Canton for the construction and, operation of approximately
442 linear feet of 8-inch gravity sewer; a 180—gallon per minute pump station with duplex pumps, on -
site audible and visual high water alarms, generator with -telemetry as well as
approximately 1,404 linear feet of 6-inch force main as part of the Champion Drive Sewer
Improvements project. The discharge of collected domestic wastewater will go into the Blue Ridge
Paper Products (Evergreen Packaging). 0.�tTgBLE
Complete and submit this form to the Asheville regional office with the following:
• One copy of the project record drawings (plan & profile views of sewer lines) of the wastewater collection
system extension
• supporting design calculations (selected pumps, system curve, operating point, available storage if portable
generator(s) or storage greater than longest past three year outage reliability option selected) for any pump
stations permitted as part of this project
• Changes to the project should be clearly identified on the record drawings or in written summary form. Permit
modifications are required for any changes resulting in non-compliance with this permit, regulations or
minimum design criteria.
This project shall not be considered complete nor allowed to operate until this Engineer's Certification and all
required supporting documentation have been received by the Division. Therefore, it is highly recommended
that this certification be sent in a manner that provides proof of receipt by the Division.
ENGINEER'S CERTIFICATION
❑ Partial ® Final
I, Joseph C • U'<<iiions , as a duly registered Professional Engineer in the State of North Carolina, having
been authorized to observe (❑ periodically; X weekly, ❑ full time) the construction of the above referenced
project for the Permittee hereby state that, to the best of my abilities, due care and diligence was used in the
observation of the construction such that the construction was observed to be built within substantial compliance
of this permit; 15A NCAC 2T; the Division of Water Quality's (Division) Gravity Sewer Minimum Design Criteria
adopted February 12, 1996 as applicable; the Division's Minimum Design Criteria for the Fast -Track Permitting of
Pump Stations and Force Mains adopted June 1, 2000 as applicable; and other supporting materials.
North Carolina Professional Engineer's "'""'°"Oiw�erResources
seal, signature, and date:
MA R 12 2014 -
SEND THIS FO M%4JWttP ING DOCUMENT TION
WITH REQUIRED ATTACH NTS X'Ve�-nE�MIBrADD ESS
tonal Office
ROGER C. EDWARDS
SURFACE WATER PROTECTION SUPERVISOR
ASHEVILLE REGIONAL OFFICE
2090 US HIGHWAY 70
SWANNANOA, NC 28778
The Permittee is responsible for tracking all partial certifications up until a final certification is received: Any wastewater flow
made tributary to the wastewater collection system extension prior to completion of this Engineer's Certification shall be
considered a violation of the permit and shall subject the Permittee to appropriate enforcement actions.

PERMIT WQ0035519 Town of Canton Champion Drive Sewer Pump Station #11 Haywood County August 22. 2011
a. Any process unit .failure, due to known or unknown reasons, that renders the facility incapable
of adequate Wastewater transport, such as mechanical or electrical failures of pumps, line
blockage or breakage, etc.; or
b. Any failure of a pumping station or sewer line resulting in a by-pass directly to receiving waters
without treatment of all or any portion of the -influent to such station or facility.
Voice mail messages or faxed information is permissible but this shall not be considered as the
initial verbal report. Overflows and spills occurring, outside normal business hours may also be
reported to the Division of Emergency Management' at, telephone number [phone] or (919)
733-3300. Persons reporting any of the above occurrences shall file a spill report by completing
Part I of Form CS-SSO (or the most current Division approved form), within five days following first
knowledge of the occurrence. This report shall outline the actions taken or proposed to ensure that
the problem does not recur. Per Condition 1(2), Part II of Form CS-SSO (or the most. current
Division approved form).can also be completed to show that the SSO was beyond control.
Permit issued this.the 22nd day of August, 2011
NORTH CAROLINA ENVIRONMENTAL MANAGEMENT COMMISSION
4 rlz-,
for Coleen H. Sullins, Director i
Division of Water Quality
By Authority of the Environmental Management Commission
Permit Number WQ0036619

5
X
7
facilities to
shall be subs.
other supportir,,
considered on its-.
Construction of the
interrupt service bi
to the surface wate
Upon completion c
copy of the constr
stations permitted
Professional Engii
permit; .15A NCAC
applicable; the Die-_-_-- --------------- -
and Force Main adopted June 1, 2000 as appi,
is to be completed in phases and partially cei��
further construction approved under the same p�
completion once the entire project has been come ,a
drawings, indicating the facilities constructed in the pha. -- /vith
each partial certification. Mail the Engineer's Certification, ; <'ecord
Drawings," and one copy of the supporting design calculation,, / permitting
Unit; 1617 Mail Service Center, Raleigh, NC 27699-1617.
A copy of the construction record drawings shall be maintained on file. ;. trt- ,_ ,- rmittee for the life
of the wastewater collection facilities.
8. Failure to abide by the conditions and limitations contained in this permit; 15A NCAC 2T.; the
Division's Gravity Sewer Design Criteria adopted February 12, 1996 as applicable; the Division's
Minimum Design Criteria for the Fast -Track Permitting of Pump Station and Force Mains adopted
June 1, 2000 as applicable; and other supporting materials may subject the Permittee to an
.enforcement action by the Division, in accordance with North Carolina General Statutes §143-
215.6A through §143-215.6C.
9. In the event that the wastewater collection facilities fail to perform satisfactorily, including the
creation of nuisance conditions, the Permittee shall take immediate corrective action, including
those as may be required by this Division, such as the construction of additional or replacement
facilities.
10. The issuance of this permit shall not exempt the Permittee from complying with any and all
statutes, rules, regulations, or ordinances that may be imposed by other government agencies
(local, state and: federal) which have jurisdiction, including but not limited to applicable river buffer
rules in 15A NCAC 2B .0200, erosion and sedimentation control requirements in 15A NCAC Ch..4
and under the Division's General Permit NCG010000, and any requirements pertaining to wetlands
under 15A NCAC 2B .0200 and 15A NCAC 2H .0500:
11. Noncompliance Notification:
The Permittee shall report by telephone to a water quality staff member at the Asheville Regional
Office, telephone number [phone], as soon as possible, but in no case more than 24 hours
or on the next working day, following the occurrence or first knowledge of the occurrence of either.
of the following:
2:

PI'AND NATURAL RESOURCES
RALEIGH
TER COLLECTION SYSTEM EXTENSION PERMIT
it shall be effective from the date of issuance until rescinded and shall be subject to the
PFg specified conditions and limitations:
1. This permit shall become voidable unless the wastewater collection facilities are constructed in
accordance with the conditions of this permit; 15A NCAC .0200; the Division .of Water Quality's
(Division) Gravity Sewer Minimum Design Criteria adopted February 1,2, 1996 as applicable; the
Division's Minimum Design Criteria for the Fast -Track Permitting of Pump Stations and Force
Mains adopted June 1, 2000 as applicable; and other supporting materials unless specifically
mentioned herein.
2. This permit shall, be effective only with respect to the nature and volume of wastes described in the
application and other supporting data.
3. The wastewater collection facilities shall be properly maintained and operated at all times. The
Permittee shall maintain compliance with an individual system -wide collection system permit for the
operation and maintenance of these facilities as required by 15A NCAC 2T .0403. If an individual
permit is not required, the folloyving performance criteria shall be met as provided in 15A NCAC 2T
.0403:
a. The sewer system shall be effectively maintained and operated at all times to prevent
discharge to land or surface waters, and any contravention of the groundwater standards in
15A NCAC- 2L .0200 or the surface water standards in 15A NCAC 2B .0200.
b. A map of the sewer system shall be developed and shall be actively maintained.
c. An operation and maintenance plan shall be,developed and implemented.
d. Pump stations that are not connected to a telemetry system shall be inspected every day (i.e.
365 days per year). Pump stations that are connected to a telemetry system shall be
inspected at least once per week.
e. High -priority sewer lines shall be inspected at least once per every six-month period of time.
f. A general observation of the entire sewer system shall be conducted at least once per year.
g. Inspection and maintenance records shall be'maintained for a period of at least three years.
h. Overflows and bypasses shall be reported to the appropriate Division regional office in
accordance with 15A NCAC 2B .0506(a), and public.notice shall be provided as required by
North Carolina General Statute §143-215.1C.

C
C.1
A S S A C i A T E S.
March 10, 2014
Mr. Chuck Cranford
Division of Water Quality -Asheville Regional Office
North Carolina Department of Environment
And Natural Resources
2090 U.S. Highway 70
Swannanoa, North Carolina 28778
Dear Mr. Cranford:
Water
MAR 1 2 2014
Water Oual ty Regional Opera
Asheville Regional Office
Re: Engineering Certification
Champion Drive Sewer Improvements
Town of Canton
Haywood County, North Carolina
Please find enclosed the required engineering certification documentation for the above
referenced project. The enclosed documentation includes Engineering Certification (3 copies),
project record drawings (1 copy) and design calculations (1 copy). The project generally consisted
of improvements to three (3) existing pump stations, replacement of respective force mains and
installation of new gravity sewer lines. One (1) pump station was rehabilitated in place and two
(2) pump stations were replaced. All improvements were along the Champion Drive sewer
corridor; however, since the pump stations did not physically discharge into each other we were
required to obtain three (3) separate permits (WQ0035518, WQ0035519 andQM03552:01).
Please note that a portable generator and manual transfer switch were utilized for the new
Pump Station #11 (WQ0035519). The portable generator reliability option was indicated in the
original permit application but I noticed that the certification indicates a permanent generator. All
pump stations are configured with telemetry and available emergency storage volume has been
noted in the design calculations.
5 Broad. Street . P.O Box 2250 ph 828.252 6515
Asheville,.Narkh, Carolina 28801 Ashev lle,North Carolina 28802 f: 828.252 25i8 www.mcgiflen$ineers.com

Mr. Chuck Cranford
March 10, 2014
Page 2 of 2
If you have any questions or would like to discuss the project further, please feel free to
contact our office.
Sincerely,
McGILL ASSOCIATES, P.A.
Joseph C. Williams, PE
Project Engineer
Encl
cc: Jason Burrell, Interim Manager, Town of Canton (w/ enclosures)
Luke Williams, PE, Evergreen Packaging (w/ enclosure)
Mike Waresak, PE, McGill Associates
P:/08.00312/Letters/cc08mar14.doc

PERMIT W00035520. Town of Canton. Champion Drive Sewer Pump Station #9. Haywood County August 22`. 2011
ENGINEERING CERTIFICATION — POST CONSTRUCTION
System Description:
permission is hereby granted to the Town of Canton for the construction and operation of a 600—gallon
per minute pump station with duplex pumps, on -site audible and visual high water alarms; a permanent
generator with telemetry as well as approximately 4,400 linear feet of 8-inch force main as partof the
Champion Drive Sewer Improvements project. The discharge of collected domestic wastewater will go
into the Blue Ridge Paper Products (Evergreen Packaging).
Complete and submit this form to the Asheville regional office with the following:
• One copy of the project record drawings (plan & profile views of sewer lines) of the wastewater'collection
system extension
• supporting design calculations (selected pumps, system curve, operating point, available storage if portable
generator(s) or storage greater than longest past three year outage reliability option selected) for any pump
stations permitted as part of this project
• Changes to the project should be clearly identified on the record drawings or in written summary form. Permit
modifications are required for any changes resulting in non-compliance with this permit, regulations or
minimum design criteria.
This project shall not be considered complete nor allowed to operate until this Engineer's Certification and all
required supporting documentation have been received by the Division. Therefore, it is highly recommended
that this certification be sent in a manner that provides proof of receipt by the Division.
ENGINEER'S CERTIFICATION
1 r ❑ Partial ® Final
JI, oseph C. W',I GaAiz, as a duly registered Professional Engineer in the State of North Carolina, having
been authorized to observe (❑ periodically, N weekly, ❑ full time) -the construction of the above referenced
project for the Permittee hereby state that, to the best of my abilities, due care and diligence was used in the
observation of the construction such that the construction was observed to be built within substantial compliance
of this permit; 15A NCAC 2T; the Division of Water Quality's (Division) Gravity Sewer Minimum Design Criteria
adopted February 12, 1996 as applicable; the Division's Minimum Design Criteria for the Fast -Track Permitting of
Pump Stations and Force Mains
North Carolina Professional Engin
seal, signature, and date:
0.
E A I- �y =
380A0
o 5 MA Iy
IW t i 0P \\\\
d other supporting materials.
Division
MAR 1 2 2014
Water OualityRegl4i�Qi
eX?FO M & SUPPORTING DOCUMENTATION
..A;�1�ville_ _
ENTS TO THE FOLLOWING ADDRESS
SURFACE WATER PROTECTION SUPERVISOR
ASHEVILLE REGIONAL OFFICE
2090 US HIGHWAY 70
SWANNANOA, NC 28778
I The Permttee is responsible for tracking all partial certifications up until a final certification is received. Any wastewater flow
made tributary to the wastewater collection system extension prior to completion of this Engineer's Certification shall be
considered a violation of the permit and shall subject the Permittee to appropriate enforcement actions.

PERMIT W00035520 Town of Canton Champion Drive Sewer Pumo Station #9 Haywood County August 22-Z011
a. Any process unit failure, due to known or unknown reasons, that renders the facility incapable
of adequate wastewater transport, such as mechanical or electrical failures of pumps, line,
blockage or breakage, etc.; or
b. Any failure of a pumping station or sewer line resulting in a by-pass directly to receiving waters
without treatment of all or any portion of the influent to such station or facility.
Voice mail messages or faxed information is permissible but this shall not be considered as the
initial verbal report. Overflows and spills occurring outside normal business hours may also be
reported to the Division of Emergency Management at telephone number [phone] or (919)
733-3300. Persons reporting any of the above occurrences shall file a spill report by completing
Part I of Form CS-SSO (or the most current Division approved form), within five days following first
knowledge of the occurrence. This report shall outline the actions taken or proposed to ensure that
the problem does not recur. Per Condition 1(2), Part II of Form CS-SSO (or the most current
Division approved form) can also be completed to show that the SSO was beyond control.
Permit issued this .the 22"d day of August, 2011
NORTH CAROLINA ENVIRONMENTAL MANAGEMENT COMMISSION
&L.ea e, A�
for Coleen H. Sul ins, Director
Division of Water Quality
By Authority of the Environmental Management Commission
Permit Number WQ0035520
3

7 I
vI.n 1 bN Q^/b
-.10VN0 -4pd�o .
permit; 15A No.�
applicable; the Divisl.._
and Force Main adopteJul-.,---
is to be completed in phases anu,,_
further construction approved under the —
completion once the entire project has been c...__
drawings, indicating the facilities constructed in the phat,.._
each partial certification. Mail the Engineer's Certification, orye----
Drawings," and one copy of the supporting design calculations to thy-.
Unit, 1617 Mail Service Center, Raleigh, NC 27699-1617. ��
7. A copy of the construction record drawings shall be maintained on file by the Permittee for the life
of the wastewater collection facilities.
8. Failure to abide by the conditions and limitations contained in this permit; 15A NCAC 2T.; the
Division's Gravity Sewer Design Criteria adopted February 12, 1996 as applicable; the Division's
Minimum Design Criteria for the Fast -Track Permitting of Pump Station and Force Mains adopted
June 1, 2000 as applicable; and other supporting materials may subject the Per to an
enforcement action by the Division, in accordance. with North Carolina General Statutes §143-
215.6A through §143-215.6C.
9. In the event that the wastewater collection facilities fail to perform satisfactorily, including the
creation of nuisance conditions, the Permittee shall take immediate corrective action, including
those as may be required by this Division, such. as the construction of additional or replacement
facilities.
10. The issuance of this permit shall not exempt the Permittee from complying with any and all
statutes, rules, regulations, or ordinances that may be imposed by other government agencies
(local, state and federal) which have jurisdiction, including but not limited to applicable river buffer
rules in 15A NCAC 2B .0200, erosion and sedimentation control requirements in 15A NCAC Ch. 4
and under the Division's General Permit NCG01000Q, and any requirements pertaining to wetlands
under 15A NCAC 2B .0200 and 15A NCAC 2H .0500.
11. Noncompliance Notification:
The Permittee shall report by telephone to a water quality staff member at the Asheville Regional
Office, telephone number [phone], as soon as possible, but in no case more than 24 hours
or on the next working day, following the occurrence or first knowledge of the occurrence of either
of the following:
2

SYSTEM EXTENSION PERMIT
This permit shall be effective from the date of issuance until rescinded and shall be subject to the
following specified conditions and limitations:
This permit shall become voidable unless the wastewater collection facilities are constructed in
accordance with the conditions of this permit; 15A NCAC .0200; the Division of Water Quality's
(Division) Gravity Sewer Minimum Design Criteria adopted February 12, 1996 as applicable; the
Division's Minimum Design Criteria for the Fast -Track Permitting of Pump Stations and Force
Mains adopted June 1, 2000 as applicable; and other supporting materials unless specifically
mentioned herein.
2. This permit shall be effective only with respect to the nature and volume of wastes described in the
application and other supporting data.
3. The wastewater collection facilities shall be properly maintained and operated at all times. The
Permittee shall maintain compliance with an individual system -wide collection system permit for the
operation and maintenance of these facilities as required by 15A NCAC 2T .0403. If an individual
permit is not required, the following performance criteria shall be met as provided in 15A NCAC 2T
.0403:
a. The sewer system shall be effectively maintained and operated at all times to prevent
discharge to land or surface waters, and any contravention of the groundwater standards in
15A NCAC 2L .0200 or the surface water standards in 15A NCAC 2B .0200.
b. A map of the sewer system shall be developed and shall be actively maintained.
c. An operation and maintenance plan shall be developed and implemented.
d: Pump stations that are not connected to a telemetry system shall be inspected every day (i.e.
365 days per year). Pump stations that are connected to a telemetry system shall be
inspected at least once per week.
e. High -priority sewer lines shall be inspected at least once per every six-month period of time.
f. A general observation of the entire sewer system shall be conducted at least once per year.
g. Inspection and maintenance records shall be maintained for a period of at least three years.
h. Overflows and bypasses shall be reported to the appropriate Division regional office in
accordance with 15A NCAC 2B .0506(a), and public notice shall be provided as required by
North Carolina General Statute §143-215.1 C.

CHAMPION DRIVE SEWER IMPROVEMENTS
DESIGN CALCULATIONS
TOWN OF CANTON
HAYWOOD COUNTY, NORTH CAROLINA
JOSEPH C. WILLIAMS, PE
McGRI
A S S O C I A T E S
Engineering • Planning • Finance.
Post Office Box 2259
Asheville, North Carolina 28802
February 2014
08.00312
RECEIVED
Division of Water Resources
MAR 1 2 2014
�� 1
Water Quality Regional Operations
Asheville Regional Office

TABLE OF CONTENTS
1.0 OVERVIEW..........................................................................................................1
2.0 PUMP STATION NO. 11......................................................................................... 3
3.0 PUMP STATION NO. 10....................................................................................... 19
4.0 EXISTING MILL LANDFILL LEACHATE PUMP STATION EVALUATION ....................... 33
5.0 PUMP STATION NO.9......................................................................................... 45
McGill Associates, P.A.
Design Calculations
Town of Canton
Champion Drive Sewer Improvements

1.0 OVERVIEW
The Champion Drive Sewer corridor serves primarily commercial and industrial customers
along North Carolina Highway from near downtown Canton to north of Interstate 40. The
proposed improvements include five (5) interrelated parts: replace pump station No. 11 and
install 1,400 linear feet (LF) of 6-inch force main as well as 450 LF of new 8-inch gravity sewer;
replace pump station No. 10 and install 880 LF of 6-inch force main as well as 140 LF of new 8-
inch gravity sewer; replace both pumps at pump station No. 9 and install approximately 3,620
LF of new 12-inch force main to the Town's gravity sewer system at the Evergreen Packaging
wastewater treatment plant (WWTP); reroute the leachate pump station force main from its
current connection point along the existing pump station No. 9 force main to the new pump
station No. 9 force main; and reconfigure the existing pump station No. 6 force main to
discharge wastewater directly to pump station No. 9. In addition to the pump station
improvements noted above, the project includes installation of backup electrical generators at
pump station No. 9 and pump station No. 10 as well as portable backup electrical generator
connectivity equipment at pump station No. 11.
The design flow for each of the proposed pump stations was calculated based on current
water billing records and estimated wastewater design flow rates per North Carolina
Administrative Code 15A NCAC 02T .0114. Based on projected near future and long term
wastewater flows, the proposed pump station capacities and respective force mains will be sized
as follows:
Pump Station
Pump StationCapacity
Force Main Size
No. 9
600 gpm
12-inch*
No. 10
300 gpm
6-inch
No. 11
180 gpm
6-inch
*Note: Force main sized to accommodate Mill Landfill Leachate Pump Station
McGill Associates, P.A. 1 Town of Canton
Design Calculations Champion Drive Sewer Improvements

2.0 PUMP STATION NO. 11
2.1 Wetwell Sizing
Pump Station #11 Parameters
Qinitial: 7 GPM Initial Design ADF
Qpump: 180 GPM Pump Capacity
Wet Well Diameter: 8 feet
Initial Design ADF Scenario
Using the formula: Cycle Time = (Pump Run Time + Refill Time at Average Inflow)
Well Dia.
(ft.)
Volume/ft.
(ft3)
Operating
Depth
(ft.) _
Volume @
Operating
Depth (gal.)
Pump Run
Time
(min.)
Refill Time
(min.)
Total
Cycle
Time
(min.)
Cycles
per
Hour*
8
50.27
0.25
94.01
0.54
13.43
13.97
4.29
8
50.27
0.75
282.03
1.63
40.29
41.92
1.43
8
50.27
1.00
376.04
2.17
53.72
55.89
1.07
8
50.27
1.25
470.05
2.72
67.15
69.87
0.86
8
50.27
1.50
564.05
3.26
80.58
83.84
0.72
8
50.27
1.75
658.06
3.80
94.01
97.81
0.61
*Cycles per Hour must be > 2/Hr.
An 8-foot diameter wetwell will be designed to allow for a 2.0 foot normal operating depth. An
emergency storage volume of 930 gallons is available between the high water alarm elevation and
the point of overflowing the collection system.
McGill Associates, P.A. 3 Town of Canton
Design Calculations Champion Drive Sewer Improvements

2.2 Wetwell BouyancV
Assumes Wetwell is empty. Equipment and piping not included in calculations
Wet Well Parameter Data
Wet Well Diameter (ft.):
8
Wall Thickness (in.):
8
Bottom Slab Thickness (in.):
8
Bottom Slab Extends (in.):
16
Depth (ft.):
24.17
Wet Well Outer Dia. (ft) = Wet Well Diameter (8.00 ft) + (2 x Wall Thickness (8 in/12))
Bottom Slab Diameter (ft.) = Wet Well Outer Dia. (9.33 ft) + (2 x B.S. Extension (16 in/12))
Material Properties
Density of Concrete (lb/cf): 150
Density of Sat. Soil (lb/cf): 120
Density of Water (lb/cf): 62.4
Volumes:
9.33
= 12.00
Pump Station Displaced Volume
Wet Well (cf) = Wet Well Outer Diameter (9.33 ft)^2 * pi / 4 * Depth (24.17ft) = 1653.6
Bottom Slab (cf) = B.S. Diameter (12.00 ft)^2 * pi / 4 * B.S. Thickness (8in/12) = 75.3
Total Displaced Volume (cf) = 1728.9
Volume of Soil Over Extended Concrete Slab:
Soil (cf) = [(B.S. Dia.(12.00 ft)"2 * pi/4) - Wet Well Outer Dia. (9.33 ft)^2 * = 1,079.9
pi/4)] * Depth (24.17 ft)
Downward Forces:
Note: Downward force assumes pump station empty of all pumps, piping, and appurtenances
Weight of Pump Station:
Bottom Slab (lbs.) = Bottom Slab Volume (75.3 cf) * Density of Conc.(150 lb/cf) = 11,295.0
[Wet Well Outer Dia. (9.3A2 * pi/4) - Wet Well Dia. (8.0^2 * pi/4)]
Walls (lbs.) = * Depth (24.17 ft) * Density of Conc.(150 lb/cf) = 65,808.0
Weight of Soil Above Concrete Slab Extension:
Soil (lbs.) = soil volume (1079.9 cf) * (soil density (120lbs/cf)) = 129,588.0
Downward Force (lbs.) = Bottom Slab (11295.0 lbs.) + Walls (65808.0 lbs. + Soil (129588.0 lbs.) = 206,691.0
McGill Associates, P.A. 4 Town of Canton
Design Calculations Champion Drive Sewer Improvements

Upward Force:
Displaced Volume Buoyancy Force:
Buoyancy Force (Ibs.) = Displaced Volume (1728.9 cf) * density of water (62.4lbs/cf) = 107,883.4
Buoyancy Force of Saturated Soil Volume:
Buoyancy Force (Ibs.) = Saturated Soil Volume (1079.9 cf) * density of water (62.4lbs/cf) = 67,385.8
Upward Force (Ibs.) = Displaced Volume Buoyancy Force (107883.4 Ibs) + Saturated Soil = 175,269.1
Buoyancy Force (67385.8 Ibs)
Safety Factor = (Downward Force (206691.Olbs) / Upward Force (175269.1lbs) _
If greater than 1, then not Buoyant
McGill Associates, P.A. 5 Town of Canton
Design Calculations Champion Drive Sewer Improvements

2.3 Pump Sizing
SYSTEM CHARACTERISTICS
L, Force Main Length (ft)
1,404
High Point Elev. (ft)
2666.00
D, Force Main Diameter (in)
6
Pump Off Elev. (ft)
2646.00
C, Friction Coefficient
100
Pump On Elev. At Minimum ADF (ft)
2646.50
Minimum ADF(gpm)
7
Pump On Elev. At Design ADF (ft)
2648.00
Design ADF, Average Daily Flow (gpm)
53
Wetwell Diameter (ft)
8
PF, Peaking Factor
3.4
Q, Pump Capacity (gpm)
180
Note: Hazen Williams Friction Coefficient Maximum per NC Design Criteria, DIP (Initial Service 125, End of Service
100), PVC (Initial Service 140, End of Service 120), HDPE (Initial Service 140, End of Service 120). For Force Mains
with multiple pipe materials use a weighted average friction coefficient.
TDH = Head static + Head friction + Head minor
The friction loss in the force main can be represented as:
Head friction =10.44 Q1.85 L / (C1.85 D4.e7)
Total Friction Headloss (ft)
10.44 * Q (180.00gpm)^1.85 * L (1404 ft) / ( C (100)^1.85 * D (6
inches)^4.87)
7.06
Static Head (ft)
High Point Elev. (2666 ft) - Pump Off Elev. (2646 ft)
20
The minor losses due to valves and fittings can be represented as:
Head L = K V2/2g
The following valves and fittings, and associated K values, are included in the flow path of the piping system with
one pump running:
Minor Losses
Quantity
K value
K * Quantity
90 degree bends
2
0.8
1.6
45 degree bends
10
0.4
4
Gate valves
0
0.2
0
Plug valves
2
0.2
0.4
Check Valves
1
2.5
2.5
Tee (flow through run)
1
0.6
0.6
Tee (flow through branch)
0
1.8
0
Exit
1
1
1
Total K
10.1
Velocity through Force Main (fps) I Q (180.Ogpm) / Area of 6 inch Force Main 1 2.04
Minor Headloss: Fittings & Valves (ft) I Total K (10.1) * V (2.04)^2 / 2 g 1 0.66
McGill Associates, P.A. 6 Town of Canton
Design Calculations Champion Drive Sewer Improvements

Reducer Head Loss
Where:
K = [1-(d1/d2)2]1
HL = K x V2/2g
Reducer Size
Large End Small End Velocity
(in) (in) (ft/s) K - Value Head Loss (ft)
6 4 4.60 0.309 0.10
Minor Headloss: Reducers (ft) 0.10
Total Minor Headloss (ft)= I Valves & Fittings (.66) + Reducers (.10) = 1 0.76
Total Dynamic Head: (ft) Total Friction Head (7.06 ft)+Static Head(20.00 ft)+ Total Minor
Headloss (0.76ft) 27.82
Pump Operating Point: 180 gpm @ 27.82 ft TDH
2.4 Pump Selection
The selected pump for this pump station is the ABS XFP pump 8.86" impeller. The pumps motor
sizing is 5 HP. The proposed pump selections and resulting pump curve may be found at the end
of this section.
McGill Associates, P.A. 7 Town of Canton
Design Calculations Champion Drive Sewer Improvements

2.5 Waterhammer Calculation
Equations Used:
a
where:
T = critical period (s)
L = length of force main between point of flow change and point of reflection
a = velocity (celerity) of pressure wave, (ft/s)
4720
a=
1 + C(Kd / Ee)
where:
a = velocity (celerity) of pressure wave (ft/s)
C = 1, for pipe with expansion joints throughout
= 1- µz, for pipes anchored against axial movement (buried force mains)
= 5/4 - µ, for pipes without expansion joints and anchored at the upstream end
µ = Poisson's ratio
K = bulk modulus of water (assumed 300,000 psi)
d = diameter of pipe (in)
E = bulk modulus of pipe material (psi)
e = thickness of pipe wall (in)
aV
9
where:
h = maximum head caused by waterhammer (ft)
a = velocity of pressure wave (ft/s)
V = velocity of fluid in pipeline (ft/s)
g = accleration due to gravity (assumed 32.2 ft/sz)
Typical Pipe Characteristics
Material
E (psi)
µ
Cast Iron
7.7M -15M
0.30
Ductile Iron
24,000,000
0.30
PVC
406,000
0.40
HDPE
130,000
0.38
McGill Associates, P.A. 8 Town of Canton
Design Calculations Champion Drive Sewer Improvements

Force Main Design
Force Main Material
Pipe Pressure Class assume
Force Main Length
Poisson's Ratio (u)
Pipe Inside Diameter (d)
Pipe Wall Thickness (e)
Bulk Modulus of Elasticity of Water (K)
Bulk Modulus of Elasticity of Pipe Material (E)
Velocity of the Water Pressure Wave (a)
Water Flow Rate (Qpumptot)
Water Velocity (V)
Gravity (g)
Critical Time Period (T)
Maximum Head by Water Hammer (Hwh)
Maximum Pressure by Water Hammer (Pwh)
DIP
350 psi
1415 ft.
0.30
6.22 in.
0.34 in.
300,000
psi
24,000,000
psi
4,294
ft/sec
310
gpm (maximum initial service flow)
4.13
ft/sec
32.2
ft/sec
0.66 1
s
550.26
ft
238.2
psi
Is total pressure rating of pipe greater than maximum YES
waterhammer pressure?
2.6 Hydraulic Profile
Air Release Valves will theoretically not be required for the proposed force main. However,
to ensure proper operation, the force main will be required to have a maximum elevation of less
than 2666.0' from Station 21+00 to the discharge point. Hydraulic calculations and profile view
illustration may be found at the end of this section.
2.7 Gravity Sewer
The proposed 8-inch gravity sewer will be installed at minimum slope (0.40%) to minimize
required excavation and ensure solids suspension velocity is attained at design flow.
McGill Associates, P.A. 9 Town of Canton
Design Calculations Champion Drive Sewer Improvements

mis-
Wlk-h-W-b
XFP100E CB1 60HZ
Canton PS # 11
Testnorm
H [ft]-
Hydraulic Institute
42
40
38
A
36
34
32
30
28
26
24
Hydr.e
.
22
20
18
16
14
3
12
10
8
6
4
2
P2 [hp
5
4.5
4
3
3.5
3
2.5
2
----
0 50
100
150
200
250
300
350
400
450
500
550
600
2012-01-23
Operating data specification
Flow 185 US g.p.m.
Head 29.6 ft
Efficiency 50.6 %
Shaft power 2.73 hp
NPSH 3.9 ft
Fluid Wastewater
Temperature 39 °F
Nature of system Single head pump
No. of pumps 1
Pump data
Type XFP100E CB1 60HZ
Make ABS
Series XFP PE1-PE3
Impeller Contrabloc Plus impeller, 1 vane
N° of vanes 1
Impeller size 8.86 inch
Free passage 3 1/8"
Suction port DN100
Discharge port DN100
Motor data
Rated voltage 230 V
Frequency 60 Hz
Rated power P2 4.69 hp
Nominal speed 1170 rpm
Number of poles 6
Efficiency 88
Power factor 0.789
Rated current 12.6 A
Starting current 67.9 A
Rated torque 21.1 Ibf ft
Starting torque 51 Ibf ft
Degree of protection IP68
Insulation class H
ABS reserves the right to change any data and dimensions without prior notice and can not be held responsible for the use of information contained in ABSEL PRO 1.7.2 / 2007-02-07
this software.

XFP 100E-CB1
6 Pole, 3 Phase, PE2
TECHNiCAL, 1 € 4" ABS XFP PUMP Date: 11/09
Dwg: DS-E01-025 Rev: 1
Submersible Motor Specifications,
PE2 Frame
Motor Design
NEMA design B, squirrel cage induction
Motor Type
Fully enclosed High Efficiency submersible, IP68
protection rating
Motor Efficiency Standard and Rating
IEC 60034-30, IE2 rating
Motor Efficiency Test Protocol
IEC 60034-1-2
Insulation Materials
Class H, 180°C (3560F), copper windings
Air for wet pit installation, environmentally safe, non -
Motor Filling Medium
toxic oil for dry pit installation, no cooling jacket
required
Temperature Rise
Class A for wet pit installation, Class B for dry pit
installation
Maximum Fluid Temperature
400C (1041F) continuous, 500C (1220F) intermittent
Normally closed bimetallic switch in each phase,
Thermal
connected in series, 1400C (2841F),
Motor Protection
+/- 5 °C opening temperature
ABS Sealminder moisture detection probe in seal
Leakage
sensing chamber
Sensing Chamber Filling Medium
Environmentally safe, non -toxic oil
Upper
Single row ball permanently lubricated
Bearing Type
Lower
Double row angular contact permanently lubricated
Motor Starter Types
Suitable for use with across the line and electronic
soft starters, and PWM type VFDs
Maximum Submergence
20 meters (65 feet)
Available Voltages
208, 230, 460, 600
Voltage Tolerance from Rated
+/-10%
Agency Approvals
Factory Mutual, CSA
Explosion Proof Rating
NEC 500 Class 1, Division 1, Group C & D, Class
T3C max surface temp
'Output filters may be required on VFDs. See document DS-E00-001 for details.
Motor Ratings, PE2 Frame
ABS submersible sewage pump XFP
Part of the ABS EffeX range
Motor
Input
Rated
Nominal
Rated
Full
Locked
NEMA
NEMA
Motor Efficiency
Power Factor
Model
Power
Power
RPM
Voltage
Load
Rotor
Code
Service
at % Load
at % Load
(P1)
Output
Amps
Amps
Letter
Factor
(P2)
100 75 50
100 75 1 50
208
13.9
75.2
PE 35/6
4 kW
5.3 HP
3.5 kW
4.7 HP
1170
230
12.6
68
G
1.3—
88
88.1
85.5
.789
.739
.628
600
4.8
26.1
'" For wet pit installation. Service factor is 1.15 for dry pit installation.
Cable Data, PE2 Frame
Motor
Vo tare
Cable Type
Cable Nominal Dia. +/- .5mm (.02")
Power Cable
L
PE 35/6
208 volt
SCOW 12/7
SOOW 12/7
18.8mm 0.74" diameter
18.8mm 0.74" diameter
230 volt
4bU VUIY__
6UUVV 14/1
—T8-3TffiTTTG-727 diameter.
600 volt
SOOW 14/7
18.3mm 0.72" diameter
Control Cable
All
Included in Power Cable
Cable Length
I Standard: 15m (49 feet)
Optional: 20m (65 feet), 30m (98 feet) - Consult Factory for Longer Lengths
Specifications subject to change without notice
Page 1 of 2
11kks�lt6

PUMP
Pump Data
XFP 100E-CB1
6 Pole, 3 Phase, PE2
Date: 11/09
Dwg: DS-E01-025 I Rev: 1
Discharge Size
4" flanged, compatible with 4" class 125 ANSI flanges
Suction Size
4" flanged, compatible with 4" class 125 ANSI flanges, threaded for 8 x 5/8-11 UNC bolts, 28mm
1.1" deep
Volute pressure rating
10 bar 145psi)
Impeller Type
Semi -open, 1-vane, ContraBlock
Plus w/ Seal Protection System
Impeller Size
.2
.3
1 .4
.5
Solids Passage Size
80mm 3.14"
80mm 3.14"
80mm 3.14"
80mm 3.14"
Impeller DIA
240mm 9.4")
225mm 8.6"
215mm 8.5"
195mm (7.7"
Impeller Weight
8.8 Kg
19.41b
8.4 Kg
18.51b
6.6 Kg
14.51b
6.3 Kg
13.9lb
Min Recommended Flow, GPM
1 100
100
100
100
Materials of Construction i
Standard
Optional
Motor Housing
Cast Iron EN-GJL-250 (ASTM A-48, Class 35B
Oil Chamber
Cast Iron EN-GJL-250 (ASTM A-48, Class 35B
Seal Plate
Cast Iron EN-GJL-250 ASTM A-48, Class 35B
Impeller
Cast Iron EN-GJL-250 ASTM A-48, Class 3513
Volute
Cast Iron EN-GJL-250 (ASTM A-48, Class 3513
Bottom Plate CB
Cast Iron EN-GJL-250 (ASTM A-48, Class 3513
Cable Entry Casting
Cast Iron EN-GJL-250 ASTM A-48, Class 3513
and Motor Shaft
Stainless Steel 1.4021 AISI 420 SS
—Pump
External Hardware
Stainless Steel 1.4401 AISI 316 SS
Hoop
Stainless Steel 1.4401 AISI 316 SS
—Lifting
O-Rings
Nitrile Buna-N
Cable Glands
Nitrile Buna-N
Tandem Lower
Mechanical Seal Upper
Silicon Carbide on Silicon Carbide
Silicon Carbide on Silicon Carbide
Coating
Two part epoxy, black, 120 m 4.7 mil DFT
Two part epoxy, black, 400 m 15.7 mil DFT
[-General Data, I
PE 35/6
Overall Height 762mm (30")
Pump Weight 177 kg (390 lb)
< CFMAOMr
Specifications subject to change without notice -r
W:CS
Page 2 of 2 flkrs�ts

Pump Station #11 Force Main
Pipe Diameter 6 (inches (� �+ /1
Static Head 20 (feet) Ccnse��4+jw Gd bfi Je1'vieC Ll
Length 1,404 (feet)
Coefficient 100
Fittings
Loss Coeff.
uand
Size in.
Plug Valves
0.2
2
6
90 Bends
0.8
2
6
45 Bends
0.4
10
6
Tee Thru
0.6
1
6
Tee Branch
0.5
1
6
Check Valves
2.5
1
6
Outlet
1
1
6
Small End Large End
Reducer Size 4 6
Flow Increment 50
FLOW
(gpm)
HEADLOSS
(feet)
HEADLOSS
(feet)
MINOR LOSSES
(feet)
TDH
(feet)
Velocity
(Ft/sec)
PUMP
DATA
HP
KW
PUMP FLOW
(gpm)
0
0.00
0.00
0.00
20.00
0.00
0.00
0
0
50
0.67
0.00
0.05
20.72
0.57
0.42
0.3097
100
100
2.40
0.01
0.22
22.62
1.13
331
0.91
0.676
200
150
5.08
0.01
0.49
25.57
1.70
1.54
1.1464
300
200
8.65
0.02
0.87
29.52
2.27
27.5
2.37
1.7647
400
250
13.07
0.04
1.36
34.43
2.84
3.45
2.5727
500
300
18.31
0.06
1.96
40.27
3.40
23.5
4.841
3.6111
600
350
24.35
0.08
2.67
47.02
3.97
21
6.60
4.9191
700
400
31.17
0.10
3.49
54.66
4.54
8.76
6.5354
800
450
38.76
0.12
4.42
63.18
5.11
11.40
8.4979
900
500
47.10
0.15
5.45
72.56
5.67
14.54
10.844
1000
550
56.19
0.19
6.60
82.78
6.24
18.25
13.609
1100
600
66.00
0.22
7.85
93.85
6.81
22.57
16.831
1200
650
76.53
0.26
9.21
105.75
7.38
27.55
20.545
1300
700
87.78
0.30
10.69
118.47
7.94
33.24
24.787
1400
750
99.73
0.35
12.27
132.00
8.51
39.68
29.591
1500
800
112.38
0.39
13.96
146.34
9.08
46.93
34.992
1600
850
125.71
0.45
15.76
161.47
9.65
55.02
41.025
1700
900
139.74
0.50
17.67
177.40
10.21
64.00
47.723
1800
950
154.44
0.56
19.68
194.12
10.78
73.92
55.122
1900
1000
169.81
0.62
21.81
211.62
11.35
84.82
63.2531
2000
Pump Model: Hydromatic S4F
Speed: 1750 rpm
Discharge: 4 inch
Impeller: 6.75 inch
HP: 5

Pump Station #11: System Curve vs. Pump Curve
60.00
55.00
50.00
45.00
Ae'
40.00
35.00
At
30.00 System Curve
--M—Single Pump
—&—Double Pump
25.00
V_-
20.00 1
15.00 -
10.00
5.00
0.00
0 20 40 60 80 100 120 140 160 180 200 220 240 260 280 300 320 340 360

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JOB NO.: 08.60312 -
.. ... DATE APRIL 2011 .
PUMP STATION #'i 1 - CHAMPION DRIVE SEWER IMPROVEMENTS
DESIGNED By; MGC
.. CADD BY: MGC .
FORCE MAIN DESIGN REVIEW:_...
-m-I PLAN & PROFILE CONSLREVI6lN:_
TOWN. OF CANTON
FILE NAME.- HAYWOOD COUNTY, CAROLINA ENGINEERING •PLAANNING•FINAN:CE
Pump Sta9on B11_Fotce Main
'nit
D0819n_07ju111.dwg -
55BROADmnu ASIIEVBJ.B, NC2RR01 Yli(Rui25b0575 F7RMLICFNSBtl C0459
.. .. ..
Pump S'CIM0 N
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Iii�D'R.Ih�41G �'20 FACE

3.0 PUMP STATION NO. 10
3.1 Wetwell Sizing
Pump Station #10 Parameters:
Qmin:
30
GPM Minimum ADF
Qmax:
106
GPM Maximumum ADF
Qpump:
300
GPM Pump Capacity
Wet Well Diameter:
8
feet
Minimum ADF Scenario
Using the formula: Cycle Time = (Pump Run Time + Refill Time at Average Inflow)
Well Dia.
(ft.)
Volume/ft.
(ft3)
Operating
Depth
(ft.)
Volume@
Operating
Depth (gal.)
Pump Run
Time (min.)
Refill Time
(min.)
Total Cycle
Time (min.)
Cycles per
Hour*
8
50.27
1.50
564.05
2.09
18.80
20.89
2.87
8
50.27
1.75
658.06
2.44
21.94
24.37
2.46
53
51.7
2':01
75x2 Q!
7'9
2:..C1'1
27.85
2,2
8
50.27
2.25
846.08
3.13
28.20
31.34
1.91
8
50.27
2.50
940.09
3.48
31.34
34.82
1.72
8
50.27
2.75
1034.10
3.83
34.47
38.30
1.57
8
50.27
3.00
1128.11
4.18
37.60
41.78
1.44
*Cycles per Hour must be > 2/Hr.
Maximum ADF Scenario
Using the formula Cycle Time = (Pump Run Time + Refill Time at Average Inflow)
Well Dia.
(ft.)
Volume/ft.
(ft3)
Operating
Depth
(ft.)
Volume@
Operating
Depth
(gal.)
Pump Run
Time (min.)
Refill Time
(min.)
Total Cycle
Time (min.)
Cycles per
Hour*
8
50.27
2.0
752.07
3.88
7.10
10.97
5.47
8
50.27
2.5
940.09
4.85
8.87
13.71
4.37
8
40..2{7
50.27
3
3.5
11 .8,.1 ,
1316.13
a1
6.78
10116-4
12.42
16.4'6
19.20
3.65
3.12
8
50.27
4.0
1504.14
7.75
14.19
21.94
2.73
8
50.27
4.5
1692.16
8.72
15.96
24.69
2.43
8
50.27
5.0
1880.18
9.69
17.74
27.43
2.19
*Cycle Time must be > 2/Hr.
An 8-foot diameter wetwell will be designed to allow for a 3.0 foot normal operating depth.
McGill Associates, P.A. 19 Town of Canton
Design Calculations Champion Drive Sewer Improvements

3.2 Wetwell Bouyancy
Assumes Wetwell is empty. Equipment and piping not included in calculations
Wet Well Parameter Data
Wet Well Diameter (ft.): 8
Wall Thickness (in.): 8
Bottom Slab Thickness (in.): 8
Bottom Slab Extends (in.): 16
Depth (ft.): 26.67
Wet Well Outer Dia. (ft) = Wet Well Diameter (8.00 ft) + (2 x Wall Thickness (8 in/12))
Bottom Slab Diameter (ft.) = Wet Well Outer Dia. (9.33 ft) + (2 x B.S. Extension (16 in/12))
Material Properties
Density of Concrete (Ib/cf): 150
Density of sat. Soil (Ib/cf): 120
Density of Water (1b/cf): 62.4
Volumes:
= 9.33
12.00
Pump Station Displaced Volume
Wet Well (cf) = Wet Well Outer Diameter (9.33 ft)^2 * pi / 4 *Depth (26.67ft) = 1824.6
Bottom Slab (cf) = B.S. Diameter (12.00 ft)^2 * pi / 4 * B.S. Thickness (8in/12) = 75.3
Total Displaced Volume (cf) = 1899.9
Volume of Soil Over Extended Concrete Slab:
Soil (cf) = [(B.S. Dia.(12.00 ft)^2 * pi/4) - Wet Well Outer Dia. (9.33 ft)^2 * = 1,191.6
pi/4)] * Depth (26.67 ft)
Downward Forces:
Note: Downward force assumes pump station empty of all pumps, piping, and appurtenances
Weight of Pump Station:
Bottom Slab (lbs.) = Bottom Slab Volume (75.3 cf) * Density of Conc.(150 lb/cf) = 11,295.0
[Wet Well Outer Dia. (9.3^2 * pi/4) - Wet Well Dia. (8.0^2 * pi/4)]
Walls (Ibs.) = * Depth (26.67 ft) * Density of Conc.(150 lb/cf) = 72,614.8
Weight of Soil Above Concrete Slab Extension:
Soil (lbs.) = soil volume (1191.6 cf) * (soil density (120lbs/cf)) = 142,992.0
Downward Force (lbs.) = Bottom Slab (11295.0 lbs.) + Walls (72614.8 lbs. + Soil (142992.0 lbs.) = 226,901.8
McGill Associates, P.A. 20 Town of Canton
Design Calculations Champion Drive Sewer Improvements

Upward Force:
Displaced Volume Buoyancy Force:
Buoyancy Force (Ibs.) = Displaced Volume (1899.9 cf) * density of water (62.41bs/cf) = 118,553.8
Buoyancy Force of Saturated Soil Volume:
Buoyancy Force (Ibs.) = Saturated Soil Volume (1191.6 cf) * density of water (62.4lbs/cf) = 74,355.8
Upward Force (Ibs.) = Displaced Volume Buoyancy Force (118553.8 Ibs) + Saturated Soil = 192,909.E
Buoyancy Force (74355.8 Ibs)
Safety Factor = (Downward Force (226901.8lbs) / Upward Force (192909.6lbs) _
If greater than 1, then not Buoyant
McGill Associates, P.A. 21 Town of Canton
Design Calculations Champion Drive Sewer Improvements

3.3 Pump Sizing
SYSTEM CHARACTERISTICS
L, Force Main Length (ft)
880
High Point Elev. (ft)
2673.0
D, Force Main Diameter (in)
6
Pump Off Elev. (ft)
2629.0
C, Friction Coefficient
100
Pump On Elev. At Minimum ADF (ft)
2631.0
Minimum ADF(gpm)
30
Pump On Elev. At Design ADF (ft)
2632.0
Design ADF, Average Daily Flow (gpm)
106
Wetwell Diameter (ft)
8
PF, Peaking Factor
2.8
Q, Pump Capacity (gpm)
300
Note: Hazen Williams Friction Coefficient Maximum per NC Design Criteria, DIP (Initial Service 125, End of Service
100), PVC (Initial Service 140, End of Service 120), HDPE (Initial Service 140, End of Service 120). For Force Mains
with multiple pipe materials use a weighted average friction coefficient.
TDH = Head static + Head friction + Head minor
The friction loss in the force main can be represented as:
Head friction = 10.44 Ql-85 L / (CI.85 D4.87)
Total Friction Headloss (ft)
10.44 * Q (300.00gpm)^1.85 * L (880 ft) / ( C (100)^1.85 * D (6
inches)^4.87)
11.38
Static Head (ft)
High Point Elev. (2673 ft) - Pump Off Elev. (2629 ft)
44
The minor losses due to valves and fittings can be represented as:
Head L = K V2/2g
The following valves and fittings, and associated K values, are included in the flow path of the piping
system with one pump running:
Minor Losses
Quantity
K value
K * Quantity
90 degree bends
2
0.8
1.6
45 degree bends
6
0.4
2.4
Plug valves
2
0.2
0.4
Check Valves
1
2.5
2.5
Tee (flow through run)
1
0.6
0.6
Tee (flow through branch)
0
1.8
0
Exit
1
1
1
Total K
8.5
Velocity through Force Main (fps) Q (300.Ogpm) / Area of 6 inch Force Main 3.40
Minor Headloss: Fittings & Valves (ft) Total K (8.5) * V (3.40)^2 / 2 g 1.53
McGill Associates, P.A. 22 Town of Canton
Design Calculations Champion Drive Sewer Improvements

Reducer Head Loss
Where:
K = [1-(d1/d2)2]2
HL=KxVZ/2g
Reducer Size
Large End
(in)
6
Small End
(in)
Velocity
(ft/s)
K - Value
Head Loss
(ft)
4
7.66
0.309
0.28
Minor Headloss: Reducers (ft)
0.28
Total Minor Headloss = Valves & Fittings (1.53) + Reducers (.28) = 1 1.81
Total Dynamic Head: Total Friction Head (11.38 ft)+Static Head(44.00 ft)+
(ft) Total Minor Headloss (1.81ft) 57.20
Pump Operating Point: 1 300 gpm @ 57.20 ft TDH
3.4 Pump Selection
The selected pump for this pump station is the ABS XFP pump 8.43" impeller. The pumps motor
sizing is 12 HP. The proposed pump selections and resulting pump curve may be found at the end
of this section.
McGill Associates, P.A. 23 Town of Canton
Design Calculations Champion Drive Sewer Improvements

3.5 Waterhammer Calculation
Force Main Design
Force Main Material
DIP
Pipe Pressure Class assume
350
psi
Force Main Length
860
ft.
Poisson's Ratio (u)
0.30
Pipe Inside Diameter (d)
6.22
in.
Pipe Wall Thickness (e)
0.34
in.
Bulk Modulus of Elasticity of Water (K)
300,000
psi
Bulk Modulus of Elasticity of Pipe Material (E)
24,000,000
psi
Velocity of the Water Pressure Wave (a)
4,294
ft/sec
Water Flow Rate (Qpumptot)
480
gpm (maximum flow)
Water Velocity (V)
6.39
ft/sec
Gravity (g)
32.2
ft/sec
Critical Time Period (T)
0.40
s
Maximum Head by Water Hammer (Hwh)
852.02
ft
Maximum Pressure by Water Hammer (Pwh)
368.8
psi
Is total pressure rating of pipe greater than maximum YES*
waterhammer pressure?
*Note: Ductile Iron Pipe typically has a 100 psi temporary surge allowance beyond the normal
working pressure rating.
3.6 Hydraulic Profile
Air Release Valves will not be required for the proposed force main since the hydraulic grade line is
above the proposed force main elevation. Hydraulic calculations and profile view illustration may
be found at the end of this section.
3.7 Gravity Sewer
The proposed 8-inch gravity sewer will be installed at minimum slope (0.40%) to minimize
required excavation and ensure solids suspension velocity is attained at design flow.
McGill Associates, P.A. 24 Town of Canton
Design Calculations Champion Drive Sewer Improvements

YlekncxnOrereilttwOA!
XFP100E CB1 60HZ
Canton PS # 10
Testnorm
H [ft]
Hydraulic Institute
9
85
80
y
75
0
70
65
60
55
50
H
idr.eff.
45
4
35
30
25
2
15
10
5
P2 [hp]
14
13
12
11
10
9
8
7
----
6
0 100
200
300
400
500
600
700
800
900
Q [us
g.p.m.]
2012-01-23
Operating data specification
Flow 311 US g.p.m.
Head 62.3 ft
Efficiency 58.5 %
Shaft power 8.41 hp
NPSH 7.0 ft
Fluid Water
Temperature 39 OF
Nature of system Single head pump
No. of pumps 1
Pump data
Type XFP100E CB1 60HZ
Make ABS
Series XFP PE1-PE3
Impeller Contrabloc Plus impeller, 1 vane
N ° of vanes 1
Impeller size 8.43 inch
Free passage 3 1/8"
Suction port DN100
Discharge port DN100
Motor data
Rated voltage 460 V
Frequency 60 Hz
Rated power P2 12.1 hp
Nominal speed 1760 rpm
Number of poles 4
Efficiency 91.8
Power factor 0.781
Rated current 15.8 A
Starting current 106 A
Rated torque 36 Ibf it
Starting torque 87.2 Ibf it
Degree of protection IP68
Insulation class H
ABS reserves the right to change any data and dimensions without prior notice and can not be held responsible for the use of information contained in ABSEL PRO 1.7.2 / 2007-02-07
this software.

4" ABS XFP PUMP
Submersible Motor S ecifications,
PE2 Frame I
Motor Design
NEMA design B, squirrel cage induction
Motor Type
Fully enclosed Premium Efficiency submersible,
IP68 protection rating
Motor Efficiency Standard and Rating
IEC 60034-30, IE3 rating
Motor Efficiency Test Protocol
IEC 60034-2-1
Insulation Materials
Class H, 180°C (3561F), copper windings
Motor Filling Medium
Air for wet pit installation, environmentally safe, non -
toxic oil for dry pit installation, no cooling jacket
required
Temperature Rise
Class A for wet pit installation, Class B for dry pit
installation
Maximum Fluid Temperature
400C (1040F) continuous, 50°C (1220F) intermittent
Thermal
Motor Protection
Leakage
Normally closed bimetallic switch in each phase,
connected in series, 140°C (2840F),
+/- 5 °C opening temperature
ABS Sealminder moisture detection probe in seal
sensing chamber
Sensing Chamber Filling Medium
Environmentally safe, non -toxic oil
Bearing Type Upper
Lower
Single row ball permanently lubricated
Double row angular contact permanently lubricated
Motor Starter Types
Suitable for use with across the line, electronic soft*
starters, and PWM type Variable Frequency Drives
Maximum Starts per Hour
15, evenly spaced
Inverter Duty Rating
Motors meet NEMA MG1, part 31 requirements
Maximum Submergence
20 meters (65 feet)
Available Voltages
208, 230, 460, 600
Voltage Tolerance from Rated
+/-10%
Agency Approvals
Factory Mutual, CSA
Explosion Proof Rating
NEC 500 Class 1, Division 1, Group C & D, Class
T3C max surface temp
"Output tilters may be required on VFDs. See document DS-E00-009 for details.
Motor Ratinqs, PE2 Frame
XFP 100E-CB1
4 Pole, 3 Phase, PE2
Date: 10/10
Dwg: DS-E01-024 I Rev: 4
ABS submersible sewage pump XFP
Part of the ABS EffeX range
11
Premium Efficiency
without Compromise
Motor
Input
Rated
Nominal
Rated
Full
Locked
NEMA
NEMA
Motor Efficiency
Power Factor
Model
Power
Power
RPM
Voltage
Load
Rotor
Code
Service
at % Load
at % Load
(P1)
Output
Amps
Amps
Letter
Factor
(P2)
100 75 50
100 75 50
208
30.6
177.8
8.2 kW
7.5 kW
230
27.7
160.8
PE 75/4
10 HP
1760
460
13.8
80.4
H
1.3-
91.7
91.9
91.6
.742
.654
.534
600
10.6
61.6
208
34.9
232
9.8kW
9 kW
460
15.8
105
H
1.r*
91.7
91.5
88.8
.78
.7
.56
PE 90/4
12 HP
1760
600
12.1
80.5
208
39.1
232
PE 105/4
11.4 kW
10.5 kW
1755
230
35.4
210
G
1.3"
92.4
92.6
90.9
14.1 HIP
460
17.7
105
.806
.754
.632
600
1 13.6
1 80.5
** For wet pit installation. Service factor is 1.15 for dry pit installation.
a
Specifications subject to change without notice
Pagel of 2 weM��

' PUMP
XFP 100E-CB1
4 Pole, 3 Phase, PE2
Date: 10110
Dwg: DS-E01-024 I Rev: 4
Cable Data, PE2
Frame
Motor
Motor Voltage
Cable Type
Cable Nominal Dia. +/- .5mm .02"
Power Cable
PE 75/4
208 volt
SOOW 8/4+16/3
25.4mm 1.0" diameter
230 volt
SOOW 8/4+16/3
25.4mm 1.0" diameter
460 volt
SOOW 12/7*
18.8mm 0.74" diameter
600 volt
SOOW 14/7
18.3mm 0.72" diameter
Control Cable
All
Included in Power Cable
Power Ca
�40E 90/4
208 volt
SOOW 8/4+16/3
25.4mm (1.0") diameter
+
SOOW 12/7*
"
18.8mm 0.74" diameter
460 volt
600 volt
mm diameter
Control Cable
All
Included in Power Cable
Power Cable
PE 105/4
208 volt
SOOW 8/4+16/3
25.4mm 1.0" diameter
230 volt
SOOW 8/4+16/3
25.4mm 1.0" diameter
460 volt
SOOW 10/7*
20.7mm (0.82") diameter
600 volt
SOOW 12/7
18.8mm (0.74") diameter
Control Cable
All
Included in Power Cable
Cable Length
Standard: 15m (49 feet)
Optional: 20m (65 feet), 30m (98 feet) - Consult Factory for Longer Lengths
Special versions ordered with cable suitable for both 230 volt and 460 volt operation will be equipped with the cable type and diameter shown in the "230 volt" section of the table
Pump Data
j
Discharge Size
4" flanged, compatible with 4" class 125 ANSI flanges
Sucti Size
4" flanged, compatible with 4" class 125 ANSI flanges, threaded for 8 x 5/8-11 UNC bolts, 28mm
1.1" deep
Volute pressure rating
10 bar 145psi)
Impeller Type
Semi -open, 1-vane, ContraBlock Plus w/ Seal Protection
System
Impeller Size
.1
.2
.3
.4
.5
Solids Passage Size
80mm 3.14"
80mm 3.14"
80mm 3.14"
80mm 3.14"
80mm 3.14"
Impeller DIA
250mm 9.4"
240mm 9.4"
225mm 8.6"
215mm 8.5"
195mm 7.7"
Impeller Weight
9.7 Kg
21.31b
8.8 Kg
19.41b
8.4 Kg
18.51b
6.6 Kg
14.5lb
6.3 Kg
13.9lb
Min Recommended Flow, GPM
1 160
160
160
130
130
Materials of Construction I
Standard
Optional
Motor Housing
Cast Iron EN-GJL-250 ASTM A-48, Class 35B
Oil Chamber
Cast Iron EN-GJL-250 ASTM A-48, Class 356
Seal Plate
Cast Iron EN-GJL-250 ASTM A-48, Class 3513
Impeller
Cast Iron EN-GJL-250 ASTM A-48, Class 3513
Volute
Cast Iron EN-GJL-250 ASTM A-48, Class 35B
Bottom Plate CB
Cast Iron EN-GJL-250 ASTM A-48, Class 356
Cable Entry Casting
Cast Iron EN-GJL-250 ASTM A-48, Class 3513
Pump and Motor Shaft
Stainless Steel 1.4021 AISI 420 SS
External Hardware
Stainless Steel 1.4401 (AISI 316 SS
Hoop
Stainless Steel 1.4401 AISI 316 SS
—Lifting
O-Rings
Nitrile Buna-N
Cable Glands
Nitrile Buna-N
Tandem Lower
Mechanical Seal Upper
Silicon Carbide on Silicon Carbide
Silicon Carbide on Silicon Carbide
Coating
Two part epoxy, black, 120pm (4.7 mil) DFT
Two part epoxy, black, 400pm (15.7 mil) DFT
General Data
I
PE 7514
PE 90/4
PE 105/4
Overall Height
762mm 30"
762mm 30"
832mm 32.8"
Pump Weight
177 k 390 Ib
177 k 390 lb)
188.5 k 415.6 lb)
Specifications subject to change without notice P­gA..RV aQ r - --
Page 2 of 2A�ks

Pumn Station. 410 Force Mai
Pipe Diameter
Static Head
6
44
(inches)
(feet)®A$etde���ij�
C 'Ct r `1 • OondeAeOr�
Length
880
(feet)
Coefficient
100
Fittings
Loss Coeff.
Quanti Size in.
Plug Valves
0.2
2
6
90 Bends
0.8
2
6
45 Bends
0.4
6
6
Tee Thru
0.6
1
6
Tee Branch
0.5
0
6
Check Valves
2.5
1
6
Outlet
1
1
6
Small End Large End
Reducer Size 4 6
Flow Increment 25
FLOW
(gpm)
HEADLOSS
(feet)
HEADLOSS
(feet)
MINOR LOSSES
(feet)
TDH
(feet)
Velocity
(Ft/sec)
PUMP
DATA
HP
KW
PUMP FLOW
(gpm)
0
0.00
0.00
0.00
44.00
0.00
0.00
0
0
25
0.12
0.00
0.01
44.13
0.28
1 0.44
0.3297
50
50
0.42
0.00
0.04
44.46
0.57
0.89
0.66451
100
75
0.88
0.00
0.10
44.98
0.85
1.35
1.00841
150
100
1.50
0.01
0.18
45.68
1.13
73
1.83
1.3654
200
125
2.27
0.01
0.28
46.55
1.42
2.33
1.7391
250
150
3.18
0.01
0.40
47.58
1.70
2.86
2.1332
300
175
4.23
0.02
0.54
48.77
1.99
3.42
2.5512
350
200
5.42
0.02
0.70
50.12
2.27
68
4.02
2.9964
400
225
6.74
0.03
0.89
51.63
2.55
4.66
3.47231
450
250
8.19
0.04
1.10
53.29
2.84
5.34
3.98211
500
275
9.77
0.05
1.33
55.10
3.12
6.07
4.5292
550
300
11.47
0.06
1.59
57.06
3.40
58
6.86
5.1166
600
325
13.31
0.07
1.86
59.17
3.69
7.71
5.7476
650
350
15.26
0.08
2.16
61.42
3.97
8.62
6.4254
700
375
17.34
0.09
2.48
63.82
4.26
9.59
7.153
750
400
19.54
0.10
2.82
66.36
4.54
48
10.64
7.9336
800
425
21.86
0.11
3.18
69.04
4.82
11.76
8.7702
850
450
2430
0.12
3.57
71.86
5.11
12.96
9.6658
900
475
26.85
0.14
3.97
74.82
5.39
14.25
10.623
950
500
29.52
0.15
4.40
77.93
5.67
15.621
11.646
1000
Pump Model: Hydromatic S4P
Speed: 1750 rpm
Discharge: 4 inch
Impeller: 8.25+ inch
HP: 10

100.00
80.00
60.00
40.00
20.00
Pump Station #10: System Curve vs. Pump Curve
G=CCC
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0 25 50 75 100 125 150 175 200 225 250 275 300 325 350 375 400 425 450 475 500
tSystem Curve
♦rSingle Pump.
--AL—Double Pump

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100.00 17-
80.00
60.00
IN
—'--System Curve
-�-Single Pump
40.00�Double Pump
EPS
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A S S O C I A T E S
Engineering • Planning • Finance
McGill Associates, P.A. P.O. Box 2259, Asheville, NC 28802
PROJECT: OlWrOP101 5-0-�pr
PROJECT NO.: M6'031-2 l
DESCRIPTION: P5 �fffi
CALCULATED BY: JUJ CHECKED BY:
DATE:
SHEET NO. OF.

0.'\2JIM'OLOpJ1210atl�nW�mlpr�Miq�Wunp 9lalion lfO Fuo MYnft 9f1201110.1]M7 JOEWLUF

4.0 EXISTING MILL LANDFILL LEACHATE FORCE MAIN EVALUATION
4.1 Pump Station Capacity
Evergreen Packaging (Mill) provided existing pump information as well as the existing force
main plan and profile to aid in the design of the new Pump Station No. 9 force main; the
information provided may be found at the end of this section. The existing Mill Landfill Leachate
Pump Station utilizes duplex Barnes submersible non=clog pumps with operating points of 220
gpm at 195 feet TDH. The pump station pumps wastewater through a 6-inch PVC force main
approximately 7,500 linear feet to a highpoint (approximately 149 feet of static head). The Mill
Landfill Leachate Pump Station force main connects to the existing Pump Station No. 9 force main
immediately downstream of Pump Station No. 9. During periods of extended wet weather, the
pump station experiences high inflows which cause the pumps to run for extended periods of
time. The maximum pump station capacity is calculated as follows:
Leachate Puma Station Force Main to Hieh Point (75+00
Pipe Diameter 6 (inches)
Static Head 149 (feet)
Length 7,500 (feet)
Coefficient 140
Loss
Fittings
Coeff.
Quantity
Size in.
Plug Valves
0.2
6
6
90 Bends
0.8
4
6
45 Bends
0.4
40
6
Tee Thru
0.6
3
6
Tee Branch
0.5
1
6
Check Valves
2.5
2
6
Outlet
1
0
6
Reducer Size
Small End Large End
4 6
McGill Associates, P.A. 33 Town of Canton
Design Calculations Champion Drive Sewer Improvements

SINGLE
PUMP FLOW
(gpm)
HEADLOSS
(feet)
REDUCER
HEADLOSS
(feet)
MINOR
LOSSES
(feet)
TDH
(feet)
Velocity
(Ft/sec)
PUMP
DATA
DOUBLE
PUMP
FLOW
(gpm)
0
0.00
0.00
0.00
149.00
0.00
205
0
132
11.49
0.01
0.98
161.47
1.50
200
264
176
19.57
0.02
1.73
170.30
2.00
197
352
220
29.57
0.03
2.71
181.28
2.50
195
440
264
41.43
0.04
3.90
194.33
3.00
192
528
750
285.88
0.35
31.50
466.38
8.51
163
1500
Pump Model:
Operating Point:
Speed:
Discharge:
Impeller:
HP:
Barnes 4SHD1
220 gpm @ 195'
1750
4
13
30
The resulting pump curve is illustrated below. It should be noted that the calculation assumes the
Mill Landfill Leachate Pump Station pumps to the high point and flows away by gravity.
400.00
380.00
360.00
340.00
320.00
300.00
280.00
260.00
w 240.00
220.00
= 200.60
180.00
Fo 160.00
140.00
120.00
100.00
80.00
60.00
40.00
20.00
0.00
Landfill Leachate Pump Station
--6-System Curve
-E-Single Pump
At Double Pump
-
0 20 40 60 80 100 120 140 160 180 200 220 240 260 280 300
Flow (gpm)
It can be seen that the maximum pump station capacity is approximately 275 gpm.
McGill Associates, P.A. 34 Town of Canton
Design Calculations Champion Drive Sewer Improvements

4.2 System Flow Away Capacity
Determine if the existing 6-inch force main downstream of the high point is sufficiently sloped to
allow flow away conditions via gravity.
Determine Flow Away Capacity from High Point at STA 75+00 to Static Water at STA 80+25
System Parameters:
Force Main Diameter =
6.00
inches
Effective Force Main Length =
525
feet
Force Main Material =
PVC
Force Main Manning's'n'value =
0.009
High Point Elevation =
2,710.0
feet
Static Water Elevation =
2,672.0
feet
Empty Pipe Capacity =
771.1
gallons
Time to Fill Empty Pipe =
2.8
minutes
Using Manning's Equation and assuming pipe flowing full,
Flow Away Capacity = 2.19 CF/sec
_ ! 981.2 gal/min
Determine Flow Away Capacity from Secondary High Point at STA 104+25 to Static Water at STA 123+50
System Parameters:
Force Main Diameter =
6.00
inches
Effective Force Main Length =
1,925
feet
Force Main Material =
PVC
Force Main Manning's 'n' value =
0.009
High Point Elevation =
2,672.0
feet
Static Water Elevation =
2,590.0
feet
Empty Pipe Capacity =
2,827.4
gallons
Time to Fill Empty Pipe =
10.3
minutes
Using Manning's Equation and assuming pipe flowing full,
Flow Away Capacity = 1.68 CF/sec
752.8 ' gal/min
Both pipe sections are capable of passing the maximum 275 gpm by gravity.
Flow Away conditions exist.
McGill Associates, P.A. 35 Town of Canton
Design Calculations Champion Drive Sewer Improvements

4.3 Determine if System Operates under Gravity
Determine friction head required to pass peak flow from high points via gravity to
downstream highpoint or discharge.
STA 75+00 to STA 104+25:
LINE CHARACTERISTICS
L, Force Main Length (ft)
2925
D, Force Main Diameter (in)
6
C, Friction Coefficient
120
Q, Peak Flow (gpm)
275
Note: Hazen Williams Friction Coefficient 'C'for PVC (Initial Service 140, End of Service 120)
Total Friction Headloss (ft) _
10.7 * Q (275.00gpm)^1.85 * L (2925 ft) / ( C (120)^1.85 * D (6 inches)^4.87) _
The minor losses due to valves and fittings can be represented as:
Head L = I< V2/2g
The following valves and fittings, and associated K values, are included in the flow path:
Quantity
K value
K * Qnty
90 degree bends
0
0.8
0
45 degree bends
30
0.4
12
Plug valves
2
0.2
0.4
Check Valves
0
2.5
0
Tee (flow through run)
1
0.6
0.6
Tee (flow thru branch)
1
1.8
1.8
Exit
0
1
0
Total K
14.8
Velocity through Force Main (fps)
Minor Headloss due to valves and fittings (ft):
Total Headloss (STA 75+00-104+25)(ft) _
McGill Associates, P.A.
Design Calculations
Q (275.Ogpm) / Area of 6 inch Force Main =
Total K (14.8) * V (3.12)^2 / 2 g =
23.56
3.1
2.22
23.56 ft + 2.24 ft = 1 25.8('
36 Town of Canton
Champion Drive Sewer Improvements

AVAILABLE HEAD
High Point Elevation (ft) 2710
Static Water Elevation (ft) 2672
Total Available Head (STA 75+00-104+25) (ft) = 38.0
Pipe Section contains adequate head to convey the 275 gpm maximum flow via gravity.
STA 104+25 to STA 178+95
LINE 1 CHARACTERISTICS (104+25-143+25)
L, Force Main Length (ft)
3900
D, Force Main Diameter (in)
6
C, Friction Coefficient
120
Q, Peak Flow (gpm)
275
Note: Hazen Williams Friction Coefficient 'C' for PVC (Initial Service 140, End of Service 120)
Line 1 Friction Headloss (ft) =
10.7 * Q (275.00gpm)^1.85 * L (3900 ft) / ( C (120)^1.85 * D (6 inches)^4.87)
The minor losses due to valves and fittings can be represented as:
Head L = K V2/2g
The following valves and fittings, and associated K values, are included in the flow path:
Quantity
K value
K * Qnty
90 degree bends
0
0.8
0
45 degree bends
30
0.4
12
Plug valves
2
0.2
0.4
Check Valves
0
2.5
0
Tee (flow through run)
1
0.6
0.6
Tee (flow thru branch)
1
1.8
1.8
Exit
0
1
0
Total K
14.8
Velocity through Force Main (fps)
Q (275.Ogpm) / Area of 6 inch Force Main = 3.1
McGill Associates, P.A. 37 Town of Canton
Design Calculations Champion Drive Sewer Improvements

Minor Headloss due to valves and fittings (ft):
Total K (14.8) * V (3.12)^2 / 2 g =
Line 1 Total Headloss (ft) = 31.41 ft + 2.24 ft =
LINE 2 CHARACTERISTICS
(143+25 - 178+95)
L, Force Main Length (ft)
3620
D, Force Main Diameter (in)
12
C, Friction Coefficient
100
Q, Peak Flow (gpm)
275
Note: 12"x6" Reducer (Expansion) energy increase considered insignificant
Note: Hazen Williams Friction Coefficient 'C'for PVC (Initial Service 140, End of Service 120)
Line 2 Friction Headloss (ft) =
10.7 * Q (275.00gpm)^1.85 * L (3620 ft) / ( C (100)"1.85 * D (12 inches)^4.87) _
The minor losses due to valves and fittings can be represented as:
Head L = K V2/2g
The following valves and fittings, and associated K values, are included in the flow path:
Quantity
K value
K * Qnty
90 degree bends
0
0.8
0
45 degree bends
30
0.4
12
Plug valves
2
0.2
0.4
Check Valves
0
2.5
0
Tee (flow through run)
1
0.6
0.6
Tee (flow thru branch)
1
1.8
1.8
Exit
0
1
0
Total K
14.8
Velocity through Force Main (fps)
Q (.Ogpm) / Area of inch Force Main =
Minor Headloss due to valves and fittings (ft):
Total K (14.8) * V (.78)^2 / 2 g =
McGill Associates, P.A. 38 Town of Canton
Design Calculations Champion Drive Sewer Improvements
2.2,
33.6f
1.40

Total Headloss (Line 1 + Line 2)(143+25-178+95)(ft) = 3519
AVAILABLE'HEAD.
High Point Elevation (ft) 2672
Static Water Elevation (ft) 2587
Total Available Head (ft)
Both pipe sections contain adequate available head to convey 275 gpm via gravity. Cascade
conditions exist.
4.4 Determine Pressure Realized at Pump Station No. 9 Check Valve
When the Mill Landfill Leachate Pump Station is operating continuously, Pump Station No..
9 must overcome upstream pressure to open it check valve and operate normally. Upon
inspection, it appears that cascade conditions exist downstream of the Mill Landfill Leachate Pump
Station Force Main high.point (STA 75+00) which would result in the maximum hydraulic static
head condition occurring at STA.115+50. However,. if the existing air release valves are inoperable
or if downstream blockage occurs, the maximum hydraulic static head condition could occur at
STA 77+40 or STA 77+50. Calculate headloss between these three (3) potential hydraulic static
head points and the Pump Station No. 9 tie-in to determine pump pressure required to overcome
upstream pressure and open check valve. The headloss calculations are as follows:
Leachate FM from High Point (75+00) to PS#9 (143+25):
LINE,CHARACTERISTICS
Force Main Length (ft)
6820
D, Force Main Diameter (in)
6
C, Friction Coefficient
140
Q, Peak Flow (gpm)
275.
McGill Associates, P.A. .
Design Calculations
39 Town of Canton
Champion Drive Sewer Improvements

Note: Hazen Williams Friction Coefficient 'C'for DIP (Initial Service 125, End of Service 100)
Total Friction Headloss (ft) =
10.7 * Q (275.00gpm)^1.85 * L (6820 ft) / ( C (140)^1.85 * D (6 inches)^4.87)
The minor losses due to valves and fittings can be represented as:
Head L = K V2/2g
The following valves and fittings, and associated K values, are included in the flow path:
90 degree bends
45 degree bends
Plug valves
Check Valves
Tee (flow through run
Tee (flow thru branch'
Exit
Quantity
K value
K * Qnty
0
0.8
0
30
0.4
12
2
0.2
0.4
0
2.5
0
1
0.6
0.6
1
1.8
1.8
0
1
0
Total K
14.8
Velocity through Force Main (fps)
Q (275.Ogpm) / Area of 6 inch Force Main = 3.1
Minor Headloss due to valves and fittings (ft):
Total Headloss (ft) =
Reducer Head Loss (Expansion)
Where:
K = [1-(d1/d2)1]2
H L = K x V2/2g
Reducer Size
Large End
(in)
12
Total K (14.8) * V (3.12)^2 / 2 g = 2.24
41.30 ft + 2.24 ft =
Small End
Velocity
Head Loss
(in)
(ft/s)
K -Value
(ft)
6
1 3.12
1 0.563
0.09
Total Reducer Head Loss (ft)
0.09
*Reducer Headloss Insignificant
43.55
McGill Associates, P.A. 40 Town of Canton
Design Calculations Champion Drive Sewer Improvements

Leachate FM from 77+40 to PS#9 (143+25):
LINE CHARACTERISTICS
L, Force Main Length (ft)
6585
D, Force Main Diameter (in)
6
C, Friction Coefficient
140
Q, Peak Flow (gpm)
275
Note: Hazen Williams Friction Coefficient 'C'for DIP (Initial Service 125, End of Service 100)
Total Friction Headloss (ft) =
10.7 * Q (275.00gpm)^1.85 * L (6585 ft) / ( C (140)^1.85 * D (6 inches)^4.87)
The minor losses due to valves and fittings can be represented as:
Head L = K V2/2g
The following valves and fittings, and associated K values, are included in the flow path:
90 degree bends
45 degree bends
Plug valves
Check Valves
Tee (flow through run)
Tee (flow thru branch)
Exit
Quantity
K value
K * Qnty
0
0.8
0
28
0.4
11.2
2
0.2
0.4
0
2.5
0
1
0.6
0.6
1
1.8
1.8
0
1
0
Total K
14
Velocity through Force Main (fps)
Q (275.Ogpm) / Area of 6 inch Force Main =
Minor Headloss due to valves and fittings (ft):
3.1
Total K (14.0) * V (3.12)^2/2
g = 2.12
Total Headloss (ft) = 39.88 ft + 2.12 ft = 1 42.00
McGill Associates, P.A. 41 Town of Canton
Design Calculations Champion Drive Sewer Improvements

Leachate FM from 115+50 to PS#9 (143+25):
LINE CHARACTERISTICS
L, Force Main Length (ft)
2775
D, Force Main Diameter (in)
6
C, Friction Coefficient
140
Q, Peak Flow (gpm)
275
Note: Hazen Williams Friction Coefficient 'C'for DIP (Initial Service 125, End of Service 100)
Total Friction Headloss (ft) =
10.7 * Q (275.00gpm)^1.85 * L (2775 ft) / ( C (140)^1.85 * D (6 inches)^4.87) = 16.81
The minor losses due to valves and fittings can be represented as:
Head L = K Vz/2g
The following valves and fittings, and associated K values, are included in the flow path:
Quantity
K value
K * Qnty
90 degree bends
0
0.8
0
45 degree bends
20
0.4
8
Plug valves
1
0.2
0.2
Check Valves
0
2.5
0
Tee (flow through run)
1
0.6
0.6
Tee (flow thru branch)
1
1.8
1.8
Exit
0
1
0
Total K
10.6
Velocity through Force Main (fps)
Q (275.Ogpm) / Area of 6 inch Force Main =
Minor Headloss due to valves and fittin
Total Headloss (ft) =
Total K (10.6) * V (3.12)^2 / 2 g =
16.81 ft + 1.61 ft =
3.1
The following page illustrates the calculated pressure head seen at the Pump Station No. 9 check
valve for the selected maximum hydraulic static head points.
McGill Associates, P.A. 42 Town of Canton
Design Calculations Champion Drive Sewer Improvements

M.McGffl.
A S S O C I A T E S
Engineering • Planning • Finance
McGill Associates, P.A. P.O. Box 2259, Asheville, NC 28802
« r , — — ._r__.._n_ XT! 10DAY Q).Q 21)477S F ,-R9R_959_75iR
PROJECT: �ham01on 1. Ne- &.Wer / Df4l%2/ii 7s
PROJECT NO.: ()3.00311
DESCRIPTION: omr j)a roorc,,_ Haan PfeSsore-
CALCULATED BY: J (r") CHECKED BY:
DATE: 027 J4eL 12- SHEET NO. —OF—

I Pump Data Sheet - CranefBarnes
Company: punderwood@liquidhandlingequipOwwa
Name: Evergreen Packaging
BA R-N-C.-
Date: 8/6/2010
MILL LAA)DFICC LCAIAIATe
pumps
i _Criteria.
Size: 4SHDI
Flow. 220 US gpm
Head: 194 ft
Type: SH Solids Handling
Synch speed: 1800 rpm
Speed: 1750 rpm
Dia: 13 in
AM
*F
Water
Temperature: 60
Curve:
Impeller:
SG: I
Vapor pressure: 0.2563 psi a
Specific Speeds:
Ns: --
Viscdsity. 1.105 CP
Atm pressure: 14.7 psi a
Nss: —
NPSHa: --
Dimensions:
Suction:
Discharge:
Ij
Consult Crane/Barnes to select a motor for this pump.
Temperature: ---
Power:
Pressure., --
Eye area:
Sphere size: —
V.
Flow: 220 US gpm
250
Head: 195 ft
Eff: 36%
Power: 30 hp
200
NPSHr: ---
esgi
,Shutoff head: 205 ft
a 150
Shutoff dP: 88.8 psi
Ca
a)
Min flow., 120 US gpm
3:
BER 67% @ 999 US gpm
100
NOL power:
70.7 hp @ 1384 US gpm
-E N—
50
Max power:
85.8 hp @ 1254 US gpm
0.
250
500 750
1000 1250
1.5
in
0.51-
0.
250
-A
500 750
1000 1250
50i
0
0'
250
500 750
1000 1250
US gpm
.if dFr6i '-in 668%iNbitkii.-
Flow
Speed
Head
Efficiency
Power NPSHr
US gpm
rpm
ft
%
hp ft
264
1750
192
40
31.8
220
1750
195
36
30
176
1750
197
30
29
132
1750
200
24
28.3 ---
88
1750
--
--
--
Selected from catalog: Crane Barnes.60 Vers: 05-10

5.0 PUMP STATION NO.9
5.1 Wetwell Sizing
The existing wetwell will be improved as part of this project. Improvements include
reconfiguration of piping arrangement, coring three (3) 12-inch diameter holes through the
existing baffle wall to improve flow, installing a new pump access hatch, and installing new pump
guiderail systems. Determine if sufficient available wetwell storage is available to accommodate
future flows. Assume a pump height of 38-inches with pump off elevation 6-inches above top of
pump motors:
SYSTEM
CHARACTERISTICS
Initial ADF(gpm)
115
High Point Elev. (ft)
2587
Design ADF, Average Daily Flow (gpm)
267
Pump Off Elev. (ft)
2567.85
PF, Peaking Factor
2.25
Pump On Elev. at Design ADF (ft)
2569.10
Q, Peak Flow (gpm)
600
Pump On Elev. At Initial ADF (ft)
2569.10
Wet Well Width (ft)
10.5
Wet Well Length (ft)
11
Wetwell cross sectional area (SF)
Wetwell Length (11.0) x Wetwell Width (10.5) =
116
Operating Depth at Design ADF (ft)
Pump On Elev.(2569.1 ft) - Pump Off Elev. (2567.85 ft)
1.25
Operating Volume at Design ADF(gal)
Wetwell area (115.50 sf)* Operating Depth (1.25 ft) * 7.48 gal/cf
1079.9
Cycles Per Hour at Design ADF
60/{Operating Volume (1079.9gal)/ ADF (267.00) + Operating
Volume / (Pump Rate - ADF (600.0-267.0))}
8'2
Operating Depth at Initial ADF (ft)
Pump On Elev.(2569.1 ft) - Pump Off Elev. (2567.85 ft)
1.25
Operating Volume at Initial ADF (gal)
Wetwell area (115.50 sf)* operating depth (1.25 ft) * 7.48 gal/cf
1079.9
Cycles Per Hour at Initial ADF
60/{Operating Volume (1079.9gal)/ ADF (115.00) + Operating
Volume / (Pump Rate - ADF (600.0-115.0))}
5 2 .
The existing wetwell has sufficient active storage capacity to accommodate current and future
influent flows while keeping cycle times within an acceptable range.
McGill Associates, P.A. 45 Town of Canton
Design Calculations Champion Drive Sewer Improvements

5.2 Pump Sizing
Pump Station No. 9 (Pumping Alone)
Determine required pump operating point when pumping alone.
SYSTEM CHARACTERISTICS
Initial ADF(gpm)
115
High Point Elev. (ft)
2587.00
Design ADF, Average Daily Flow (gpm)
267
Pump Off Elev. (ft)
2567.85
PF, Peaking Factor
2.25
Pump On Elev. at Design ADF (ft)
2569.10
Q, Peak Flow (gpm)
600
Pump On Elev. At Initial ADF (ft)
2569.10
Wet Well Width (ft)
10.5
Wet Well Length (ft)
11.0
6" Line from Pumo to 12" Force Main:
LINE CHARACTERISTICS
L, Force Main Length (ft)
30
D, Force Main Diameter (in)
6
C, Friction Coefficient
100
Q, Peak Flow (gpm)
600
Note: Hazen Williams Friction Coefficient 'C'for DIP (Initial Service 125, End of Service 100)
Total Friction Headloss (ft) _
10.7 * Q (600.00gpm)^1.85 * L (30 ft) / ( C (100)^1.85 * D (6 inches)^4.87) _
The minor losses due to valves and fittings can be represented as:
Head L = K V1/2g
The following valves and fittings, and associated K values, are included in the flow path:
Quantity
K value
K * Qnty
90 degree bends
4
0.8
3.2
45 degree bends
0
0.4
0
Plug valves
2
0.2
0.4
Check Valves
1
2.5
2.5
Tee (flow through run)
1
0.6
0.6
Tee (flow thru branch)
1
1.8
1.8
Exit
0
1
0
Total K
8.5
Velocity through Force Main (fps)
Q (600.Ogpm) / Area of 6 inch Force Main =
Minor Headloss due to valves and fittings (ft):
1.43
M
Total K (8.5) * V (6.81)^2 / 2 g 1 6.13
McGill Associates, P.A. 46 Town of Canton
Design Calculations Champion Drive Sewer Improvements

Reducer Head Loss
Where:
K = [1-(d1/d2)2]2 where d1 is small end
H L = K x V2/2g
Keuucer ame
Large End
(in)
Small End
(in)
Velocity
(ft/s)
K - Value
Head Loss
(ft)
6
4
15.32
0.309
1.12
12
1 6
6.81
1 0.563
1 0.40
Total Reducer Head Loss (ft)
1 1.53
Total Headloss (ft) =
12" Force Main to WWTP:
LINE CHARACTERISTICS
L, Force Main Length (ft)
3620
D, Force Main Diameter (in)
12
C, Friction Coefficient
100
Q, Peak Flow (gpm)
600
1.43 ft + 6.13 ft 1.53 ft =
9.09
Note: Hazen Williams Friction Coefficient'C' for DIP (Initial Service 125, End of Service 100), HDPE (Initial Service
140, End of Service 120). For Force Mains with multiple pipe materials use a weighted average friction coefficient.
Total Friction Headloss (ft) =
10.7 * Q (600.00gpm)^1.85 * L (3620 ft) / ( C (100)^1.85 * D (12 inches)^4.87) _
The minor losses due to valves and fittings can be represented as:
Head L = K V2/2g
The following valves and fittings, and associated K values, are included in the flow path:
90 degree bends
45 degree bends
Tee (flow through run)
Tee (flow thru branch)
Exit
Quantity
K value
K * Qnty
2
0.8
1.6
28
0.4
11.2
0
0.6
0
0
1.8
0
1
1
1
Total K
13.8
McGill Associates, P.A. 47
Design Calculations
5.92
Town of Canton
Champion Drive Sewer Improvements

Velocity through Force Main (fps)
Minor Headloss due to valves and fittings (ft)
Q (600.Ogpm) / Area of 12 inch Force Main = 1.7
Total K (13.8) * V (1.70)^2 / 2 g = 1 0.62
Total Headloss (ft) = 5.92 ft + .62 ft = 6.54
Calculation Summary (Pump Station No. 9 pumping alone):
Static Head (ft)
High Point Elev. (2587 ft) - Pump Off Elev. (2567.85 ft)
19.15
Total Friction Head (ft)
1.43 + 5.92 =
7.35
Total Minor Headloss: (ft)
6.13 + 1.53 + .62 =
8.28
Total Dynamic Head: (ft)
Static Head(19.15 ft) + Total Friction Head (7.35 ft) + Total
Minor Headloss (8.28ft) _
39.30
Pump Operating Point:
600 gpm @ U.78 ft TDH
Pump Station No. 9 (Pumping; with Mill Landfill Leachate Pump Station in Operation)
Determine required pump operating point when pumping while Landfill Leachate Pump
Station is in operation. Assume Landfill Pump Station operates continually such that a max
upstream flow of 275 gpm and corresponding maximum full pipe Landfill Leachate force main
water elevation of 2625' is maintained. Assume the minimum required Pump Station No. 9 flow is
400 gpm. Determine pump required total dynamic head in relation to pump on elevation.
6" Line from Pump to 12" Force Main:
LINE CHARACTERISTICS
L, Force Main Length (ft)
30
D, Force Main Diameter (in)
6.44
C, Friction Coefficient
120
Q, Peak Flow (gpm)
400
Note: Hazen Williams Friction Coefficient 'C' for DIP (Initial Service 125, End of Service 100)
Total Friction Headloss (ft) _
10.7 * Q (400.00gpm)A1.85 * L (30 ft) / ( C (120)^1.85 * D (6.44 inches)^4.87) = 0.34
McGill Associates, P.A. 48 Town of Canton
Design Calculations Champion Drive Sewer Improvements

The minor losses due to valves and fittings can be represented as:
Head L = K V2/2g
The following valves and fittings, and associated K values, are included in the flow path:
Quantity
K value
K * Qnty
90 degree bends
4
0.8
3.2
45 degree bends
0
0.4
0
Plug valves
2
0.2
0.4
Check Valves
1
2.5
2.5
Tee (flow through run)
1
0.6
0.6
Tee (flow thru branch)
1
1.8
1.8
Exit
1 0
1
0
Total K
8.5
Velocity through Force Main (fps)
Q (400.Ogpm) / Area of 6.44 inch Force Main =
Minor Headloss due to valves and fittings (ft):
Total K (8.5) * V (3.9)^2 / 2 g =
Reducer Head Loss
Where:
K = [1-(d1/d2)z]z
H L = K x V2/2g
Reducer Size
Large End Small End Velocity Head Loss
K - Value
(in) (in) (ft/s). (ft)
12 6 4.54 0.563 0.18
6 4 10.21 0.309 0.50
Total Reducer Head Loss (ft) 0.68
Total Headloss (ft) =
12" Force Main to WWTP:
0.34 ft + 2.05 ft 0.68 ft =
c1 L VE GHARACTERISTIG
L, Force Main Length (ft)
3620
D, Force Main Diameter (in)
12.4
C, Friction Coefficient
120
Q, Peak Flow (gpm)
400
3.9
2.05
3.67"
McGill Associates, P.A. 49 Town of Canton
Design Calculations Champion Drive Sewer Improvements

Note: Hazen Williams Friction Coefficient'C' for DIP (Initial Service 125, End of Service 100), HDPE (Initial Service
140, End of Service 120). For Force Mains with multiple pipe materials use a weighted average friction
coefficient.
Total Friction Headloss (ft) =
10.7 * Q (400.00gpm)A1.85 * L (3620 ft) / ( C (120)^1.85 * D (12.4 inches)^4.87)
The minor losses due to valves and fittings can be represented as:
Head L = K V2/2g
The following valves and fittings, and associated K values, are included in the flow path:
Quantity
K value
K * Qnty
90 degree bends
2
0.8
1.6
45 degree bends
28
0.4
11.2
Plug valves
2
0.2
0.4
Check Valves
0
2.5
0
Tee (flow through run)
0
0.6
0
Tee (flow thru branch)
0
1.8
0
Exit
1
1
1
Total K
14.2
Velocity through Force Main (fps)
Q (400.Ogpm) / Area of 12.4 inch Force Main =
Minor Headloss due to valves and fittings (ft)
UI:
Total K (14.2) * V (1.06)"2 / 2 g = 1 0.25
Total Headloss (ft) = 1.70 ft + 0.25 ft = 1 1.95.
Calculation Summary (Pump Station No. 9 pumping with Landfill Pump Station operational):
Static Head (ft)
High Point Elev. (2625 ft) - Pump Off Elev. (2569.10 ft)
55.9
Total Friction Head (ft)
0.34 + 1.70
Total Minor Headloss: (ft)
2.05 + 0.68 + 0.25 =
2.98
Total Dynamic Head: (ft)
Static Head(55.90 ft) + Total Friction Head (2.04 ft) + Total
Minor Headloss (2.98 ft) _
60.92
SecondaryPump Operating Point:
400gprn @ 60.92 ft TDH
A secondary pump operating point of 400 gpm at 61-feet TDH will be specified to allow the
pump station to operate during temporary disruptions due to increases flows from the Mill
Landfill Leachate Pump Station while operating simultaneously.
McGill Associates, P.A. 50 Town of Canton
Design Calculations Champion Drive Sewer Improvements

5.3 Pump Selection
The selected pump for this pump station is the ABS XFP pump 8.43" impeller. The pumps motor
sizing is 12 HP. The proposed pump selections and resulting pump curve may be found at the end
of this section.
5.4 Waterhammer Calculation
Force Main Material
. DIP
Pipe Pressure Class assume
350
psi
Force Main Length
3620
ft.
Poisson's Ratio (u)
0.30
Pipe Diameter (d)
12.4
in.
Pipe Wall Thickness (e)
0.4
in.
Bulk Modulus of Elasticity of Water (K)
300,000
psi
Bulk Modulus of Elasticity of Pipe Material (E)
24,000,000
psi
Velocity of the Water Pressure Wave (a)
4,058
ft/sec
Water Flow Rate (Qpumptot)
875
gpm
Water Velocity (V)
2.66
ft/sec
Gravity (g)
32.2
ft/sec
Critical Time Period (T)
1.78
s
Maximum Head by Water Hammer (Hwh)
334.80
ft
Maximum Pressure by Water Hammer (Pwh)
144:9
psi
Is total pressure rating of pipe greater than maximum waterhammer pressure? YES
5.5 Hydraulic Profile
Although Air Release Valves will not be required for the proposed force main since the hydraulic
grade line is above the proposed force main elevation, an ARV will be installed at the force main
high point to accommodate force main filling, maintenance and unknown future conditions.
McGill Associates, P.A. 51 Town of Canton
Design Calculations Champion Drive Sewer Improvements

XFP100E CB1 60HZ
Canton PS # 9
r.
P21
Testnorm
Hydraulic Institute
NOTE
OPE OIA14 P61tJ 1 SPEc►F►ED
TD iN4L0o6 low jPM (0 q7 `roil.
3 oPERAT►Nu Po tNTS WeitE
SELE6775o n) cmv6Y GENE► -41-
Des,Reb PUMP CORve.
CPU&JC FO DED PRoJECT� -
S(5L6CreD Pun4P MEerS
'M iNcngJM puMPlivit RerOO'kM
WOILE 330AILI 8E45oNAISO
w sTR iAl AJAIR10i A&W E
f Loy✓ R6&Uik6ME1V7-
.
2012-01-23
Flow
Efficiency
NPSH
Temperature
No. of pumps
615 US g.p.m.
68.3 /,
11.3 ft
39 IF
1
Head
Shaft power
Fluid
Nature of system
47.3 ft
10.8 hp
Water
Single head.pump
Pump data
Type
XFP100E CB1 60HZ
Make
ABS
Series
XFP PE1-PE3
Impeller
Contrabloc Plus impeller, 1 vane
N ° of vanes
1
Impeller size
8.43 inch
Free passage
3 1/8"
Suction port
DN100
Discharge port
DN100
Motor data
Rated voltage
460 V
Frequency
60 Hz
Rated power P2
12.1 hp
Nominal speed
1760 rpm
Number of poles
4
Efficiency
91.8
Power factor
0.781
Rated current
15.8 A
Starting current
106 A
Rated torque
36 Ibf ft
Starting torque
87.2 Ibf ft
Degree of protection
IP68
Insulation class
H
ABS reserves the right to change any data and dimensions without prior notice and can not be held responsible for the use of information contained in ABS EL PRO 1.7.2 / 2007-02-07
this software.

AS
WA-h°wH t-rkf
XFP100E CB1 60HZ
Canton PS # 9
Testnorm
H [ft]--Hydraulic
Institute
90
f
85
80
y
75
' o
70
65
60
55
5
H
dr.eff.
45
40
35
30
25
zo
15
Pum
ode,
10
5
P2 [hp
14
13
12
11
10
9
8
7--
0 100
200
300
400
500
600
700
800
900
O [US
g.p.m.1
2012-01-23
Operating data specification
Flow 615 US g.p.m.
Head 47.3 ft
Efficiency 68.3 %
Shaft power 10.8 hp
NPSH 11.3 ft
Fluid Water
Temperature 39 °F
Nature of system Single head pump
No. of pumps 1
Pump data
Type XFP100E CB1 60HZ
Make ABS
Series XFP PE1-PE3
Impeller Contrabloc Plus impeller, 1 vane
N ° of vanes 1
Impeller size 8.43 inch
Free passage 3 1/81,
Suction port DN100
Discharge port DN100
Motor data
Rated voltage 460 V
Frequency 60 Hz
Rated power P2 12.1 hp
Nominal speed 1760 rpm
Number of poles 4
Efficiency 91.8
Power factor 0.781
Rated current 15.8 A
Starting current 106 A
Rated torque 36 Ibf ft
Starting torque 87.2 Ibf ft
Degree of protection IP68
Insulation class H
ABS reserves the right to change any data and dimensions without prior notice and can not be held responsible for the use of information contained in ABSEL PRO 1.7.2 / 2007-02-07
this software.

4" ABS XFP PUMP
Submersible Motor Specifications,
PE2 Frame j
Motor Design
NEMA design B, squirrel cage induction
Motor Type
Fully enclosed Premium Efficiency submersible,
IP68 protection rating
Motor Efficiency Standard and Rating
IEC 60034-30, IE3 rating
Motor Efficiency Test Protocol
IEC 60034-2-1
Insulation Materials
Class H, 1800C (356°F), copper windings
Air for wet pit installation, environmentally safe, non -
Motor Filling Medium
toxic oil for dry pit installation, no cooling jacket
required
Temperature Rise
Class A for wet pit installation, Class B for dry pit
installation
Maximum Fluid Temperature
400C (104°F) continuous, 50°C (122°F) intermittent
Normally closed bimetallic switch in each phase,
Thermal
connected in series, 140°C (2840F),
Motor Protection
+/- 5 °C opening temperature
Leakage
ABS Sealminder moisture detection probe in seal
sensing chamber
Sensing Chamber Filling Medium
Environmentally safe, non -toxic oil
Upper
Single row ball permanently lubricated
Bearing Type
Lower
Double row angular contact permanently lubricated
Motor Starter Types
Suitable for use with across the line, electronic soft*
starters, and PWM type Variable Frequency Drives
Maximum Starts per Hour
15, evenly spaced
Inverter Duty Rating
Motors meet NEMA MG1, part 31 requirements
Maximum Submergence
20 meters (65 feet)
Available Voltages
208, 230, 460, 600
Voltage Tolerance from Rated
+/-10%
Agency Approvals
Factory Mutual, CSA
Explosion Proof Rating
NEC 500 Class 1, Division 1, Group C & D, Class
T3C max surface temp
"Output filters may be required on VFDs. See document DS-E00-001 for details.
XFP 100E-CB1
4 Pole, 3 Phase, PE2
Date: 10/10
Dwg: DS-E01-024 Rev: 4
ABS submersible sewage pump XFP
Part of the ABS EffeX range
Premium Efficiency
without Compromise
j Motor Ratings, PE2 Frame j
Motor
Input
Rated
Nominal
Rated
Full
Locked
NEMA
NEMA
Motor Efficiency
Power Factor
Model
Power
Power
RPM
Voltage
Load
Rotor
Code
Service
at % Load
at % Load
(P1)
Output
Amps
Amps
Letter
Factor
(P2)
100 75 1 50
100 75 50
208
30.6
177.8
8.2 kW
7.5 kW
230
27.7
160.8
PE 7514
10 HP
1760
460
13.8
80.4
H
1.3-
91.7
91.9
91.6
.742
.654
.534
600
10.6
61.6
208
34.9
232
9.8kW
9 kW
PE 90/4
12 HP
1760
1 460
15.8
105
H
1.3-
91.7
91.5
88.8
.78
.7
.56
600
12.1
80.5
208
39.1
232
PE 105/4
11.4 kW
10.5 kW
1755
230
35.4
210
G
1.3'*
92.4
92.6
90.9
.632
14.1 HP
460
17.7
105
.806
.754
600
1 13.6
1 80.5
"* For wet pit installation. Service factor is 1.15 for dry pit installation.
<M�Amrudlr
Specifications subject to change without notice
Page 1 of 2 1hkslks

4" ABS XFP 'PUMP
XFP 100E-CB1
4 Pole, 3 Phase, PE2
Date: 10/10
Dwg: DS-E01-024 Rev: 4
Cable Data, PE2
Frame
Motor
Motor Voltage
Cable Type
Cable Nominal Dia. +/- .5mm .02"
Power Cable
PE 75/4
208 volt
SOOW 8/4+16/3
25.4mm 1.0" diameter
230 volt
SOOW 8/4+16/3
25.4mm 1.0" diameter
460 volt
SOOW 12/7*
18.8mm 0.74" diameter
600 volt
SOOW 1417
18.3mm 0.72" diameter
Control Cable
All
Included in Power Cable
Power Ca
E 90/4
208 volt
SOOW 8/4+16/3
25.4mm 1.0" diameter
+
SOOW 12/7*
"
18.8mm 0.74" diameter-
460 volt
600 vo
mm lame er
Control Cable
All
Included in Power Cable
Power Cable
PE 105/4
208 volt
SOOW 8/4+16/3
25.4mm (1.0") diameter
230 volt
SOOW 8/4+16/3
25.4mm (1.0" diameter
460 volt
SOOW 10/7*
20.7mm 0.82" diameter
600 volt
SOOW 12/7
18.8mm (0.74") diameter
Control Cable
All
Included in Power Cable
Cable Length
Standard: 15m (49 feet)
Optional: 20m (65 feet), 30m (98 feet) - Consult Factory for Longer Lengths
speciai versions oraerea wnn caoie sunaoie Tor ootn zsu vo¢ ana 4bu von operation wni oe egwppea wnn the caoie type ana aiameter snown in me -zsu voir section oT the taoie
Puma Data .
Discharge Size
4" flanged, compatible with 4" class 125 ANSI flanges
Sucti Size
4" flanged, compatible with 4" class 125 ANSI flanges, threaded for 8 x 5/8-11 UNC bolts, 28mm
1.1" deep
Volute pressure rating
10 bar 145psi)
Impeller Type
Semi -open, 1-vane, ContraBlock Plus w/ Seal Protection
System
Impeller Size
.1
.2
.3
.4
.5
Solids Passage Size
80mm 3.14"
80mm 3.14"
80mm 3.14"
80mm 3.14"
80mm 3.14"
Impeller DIA
250mm 9.4"
240mm 9.4"
225mm 8.6"
215mm 8.5"
195mm 7.7"
Impeller Weight
9.7 Kg
21.31b
8.8 Kg
19.41b
8.4 Kg
18.51b
6.6 Kg
14.5lb
6.3 Kg
13.9lb
Min Recommended Flow, GPM
160
160
160
130
130
Materials of Construction f
Standard
Optional
Motor Housing
Cast Iron EN-GJL-250 ASTM A-48, Class 3513
Oil Chamber
Cast Iron EN-GJL-250 ASTM A-48, Class 3513)
Seal Plate
Cast Iron EN-GJL-250 ASTM A-48, Class 3513
Impeller
Cast Iron EN-GJL-250 ASTM A-48, Class 3513
Volute
Cast Iron EN-GJL-250 ASTM A-48, Class 3513
Bottom Plate CB
Cast Iron EN-GJL-250 ASTM A-48, Class 35B)
Cable Entry Casting
Cast Iron EN-GJL-250 ASTM A-48, Class 3513
and Motor Shaft
Stainless Steel 1.4021 AISI 420 SS
—Pump
External Hardware
Stainless Steel 1.4401 (AISI 316 SS
Hoop
Stainless Steel 1.4401 (AISI 316 SS
—Lifting
O-Rin s
Nitrile Buna-N
Cable Glands
Nitrile Buna-N
Tandem Lower
Mechanical Seal Upper
Silicon Carbide on Silicon Carbide
Silicon Carbide on Silicon Carbide
Coating
Two part epoxy, black, 120pm (4.7 mil) DFT
Two part epoxy, black, 400pm (15.7 mil) DFT
I General. Data
J
PE 75/4
PE 90/4
PE 10514
Overall Height
762mm 30"
mm 30"
832mm 32.8"Pum
Wei ht
177 k 390 IbL:�:
0 lb)
188.5 k 415.6 lb)
NOMA
Specifications subject to change without notice .,.
Page 2 of 2 11k'M 1, rs

Michael F. Easley, Governor
William G. Ross Jr., Secretary
North Carolina Department of Environment and Natural Resources
Alan W. Klimek, P.E., Director
Division of Water Quality
March 3, 2005
MEMORANDUM
Keith Haynes
Ashville Regional Office
VI: Marie Doklovic,,���
PERCS Unit
JECT: Collection System Permit Application
Clyde Collection System — Haywood County
WQCS00259
subject collection system permit application was received by the central office on February 15, 2005.
ventral office would appreciate your help in identifying areas of potential non-compliance and obtaining
>liance schedules for permit issuance.
If it is possible to visit the subject system in the future please contact Marie Doklovic at 919/733-5083 x 371
to coordinate visitation schedules. If the reviewer is unable to attend, they will provide a list of issues that
could be addressed during the visit. Your review of the enclosed application is requested as well. The permit
application enclosed can be kept for your records. A copy of the draft permit will be forwarded for regional
comment and the final permit will be sent to you upon issuance. If you have any questions, do not hesitate to
contact me. Thank you.
Enclosure
Cc: Permit File
Pretreatment, Emergency Response & Collection Systems Unit
1617 Mail Service Center, Raleigh, NC 27699-1617
DENR Customer Service Center
An Equal Opportunity Action Employer
E D
MAR e 4 2005
WATER QUALITY SECTION
ASHEVILLE REGIONAL OFFICE
Internet http://h2o.enr.state.nc.us/ndpu
Telephone [phone] Fax [phone]
Telephone [phone]
50% recycled/10% post -consumer paper
XXX
t f�1 EIN

I.
II.
r
Q
State of North Carolina
Department of Environment and Natural Resources
Division of Water Quality
SYSTEM -WIDE WASTEWATER COLLECTION SYSTEMS
FORM CSA 06/04
(THIS FORM MAY BE PHOTOCOPIED FOR USE AS AN ORIGINAL)
Application Number:N� (to be completed by DWQ)
<THIS ONLINE APPLICATION CAN BE FILLED OUT USING
THE TAB KEY TO MOVE THROUGH THE FIELDS>
GENERAL INFORMATION:
1. System name: l O w A Or, G L,glDE
2. Owner (name of the municipality, public utility, homeowners association, etc.): 'rnw or- V Lt�'*
3. Authorized signing official's name AND title (15A NCAC 2HL,
1p.0206(b)): , ���� W DLdG� %
4. Name and complete address of applicant:'014 OF l l--�oF, p0 ft)C �g�v
City: State: North Carolina Zip:
Telephone number: '($14 &14 Z Jam({® Facsimile number: &2J q0 .
E-mail:
4. County where project is located:
5. Name, affiliation, and contact information of contact person who can answer.questidns about the application:
ow q hl `� ecJpwl �M I 1 STIzdT�
PERMIT IO�,TIOI4:
1. Project is: ® new; ❑ modification; ❑ renewal
2. If this application is being submitted as a result of a modification or renewal of an existing permit, provide: existing
permit number and the issuance date
3. Applicant is: 4 public; II private
III. COLLECTION SYSTEM INFORMATION:
1. Curreht average flbw'of wastewater generated by this collection system (See Instruction E)': 'o 20 (MGD)
2. Combined permitted flow of all treatment plants: %I%A (MGD)
3. Explanation of how wastewater flow was determined: r lGcw Hirrap.
4. Owner and name of wastewater treatment facility(ies) (WWTF) receiving wastewater:. Tow At OF
5. WWTF permit number(s):
6. Nature of wastewater (See Instruction F): J b b % domestic/commercial; % industrial,
%n other waste - specify:
7. Population served by the collection system (See Instruction F): (od0± U
8. Total miles of sewer (See Instruction F): ; f Force Main 12. Gravity
--- Pressure --Vacuum
F E 0 1 5 2005 1
.9.'. Number of pump stations serving the pressure* sewer
Indicate the number of simplex type pump stations serving a low pressure sewer system that are owned/maintained such as m a `resi&n`['al tiiJ-Fy
subdivision. This would not include pump stations that convey larger flows en route to the treatment plant. F � 1 SUi;nGE Bn'- �JCH

10. Attach a list of all pump stations not included in Question III(9) with the following information (See Instruction G):
Pump Station Name, Identification, Physical Location, Alarm Type (i.e. audible, visual, telemetry, SCADA),
Restricted Access (Yes or No - If yes, what type such as locks, fencing, etc.), Pump Reliability (i.e. can pump 2.5 times
average daily flow with largest pump out), Reliability Source (permanent or portable pumps), Signage Present (Yes or
No = i.e. Pump station ID, emergency number, etc.).
11. List the operational units that are on hand at this time to providd power reliabiltiy and which pump stations they will
serve (attach additional sheets as necessary):
Power Source
(provide details as to model ca aci ,etc.)
Portable or Permanent
Pump Station(s) Served
v,U
Portable
Portable
Portable
12. Is there any known overflow piping (to surface waters) from manholes or pump station wet wells in this system? ❑
Yes q No If Yes, provide the location(s):
13. Attach a list of aerial lines. and other high priority lines according to the Division.'s definition known to. exist in the
collection,, system (See Instruction H). 'Head the list with the system name and include "Attachment A for Condition
V(4)'. Rolle, _ . ,- .
IV. ADMINISTRATION OF THE COLLECTION SYSTEM:
1. Provide a description of the organizational structure that is responsible for management, operation, and maintenance of
the collection system (See Instruction I): 6ep, 4 1-re-L-44 t-1eWr
2. Provide all Operator(s) in Responsible Charge (ORC), certification number and responsibility (area of control) within
the collection system (attach additional sheets as necessary):
ORC
Certification Number
Responsibility
Ck>a1,o'-�,
2 00 6,
vrrj,- MN1s0P
1 ��p>d s
3 2�
�.►� �b� C.1i
3. - Provide a copy of the current capital improvement plan sections relating to the collection system. Approximate capital
improvement budget for only the collection system (See Instruction J): $
4. Approximate operation and maintenance budget for only the collection system (See Instruction J): $ 34-e 00o
5. Describe the grease control program (including ordinances, inspection, education and enforcement) for the collection
system. If no grease control progr m has been adopted, please provide a schedule for implementation:
515 01- 0 5 V OP I M XI S✓ — 5 ely �'C'�'� t-4�4-1~l lE✓ A J'Cr
G. Describe how the grease control program and construction and inspection of private sewer connections is coordinated
with the local building inspections department: '� Qlt�� �, !.O r4 t-4 EL-nD w{ F715 I9H I f 's 12614 rl 155
iZE001 &arl9tai � Potz 44V-S4,156-re4p, p1ZIoe ID 15S0 b-tAGP- LW 130 UD 1 "I* pvprltT
7. Do you have procedures in place for implementing North Carolina General Statute 143 215.1C (public notifications of
spills and annual report to customers). If not, please provide a schedule for developing these procedures: ��.�

8. List any agreements or ordinances currently in place to address flows from satellite systems (See Instruction K)?
9. Attach a list ofall satellite systems having a flow or capacity greater than 200,000 GPD. Include contact information
such as name, address, phone number and flow for each satellite system. Indicate N/A if no such systems ate present.
0 N/A . . . . .
V. OPERATION AND MAINTENANCE OF THE COLLECTION SYSTEM:
I. Is an accurate and complete map of the entire collection system available? (See Instruction L)? If not state what
percentage of the system is mapped and provide a schedule for completing the map: Sd-01a M �ypp y
AI O !n,vfl Je,4:)0L,6 Vpg W rt Pt-a'r1 D A .
2. List the mapping parameters/descriptions included on or associated with the map such as type, pipe size, age, etc. of
the collection system: P19t; P4t<1E4_11X�j >4 .
3. Has a sanitary sewer evaluation and study (SSES) been conducted on any portion of the collection system.(See
Instruction M)?: No
4. Have any parts of the collection system been modeled for hydraulics (See Instruction M)? ❑ Yes [0 No
Explain and provide locations of any capacity problems or sanitary sewer overflows (SSOs) indicate by the model:
5. Are sanitary sewer overflows (SSOs) documented no matter what volume? How are they documented?
6. Are operational logs maintained and reviewed periodically? 1, Yes ❑ No
At what frequency? U) gvgL�
7.: , Are maintenance logs maintained and reviewed periodically? [ja Yes ❑ No
At what frequency? W ,�, e mil
8. Are pressure and gravity sewer systems inspected on a routine basis? [,Yes ❑ No
Explain the frequency of inspections and any maintenance programs: LJ SSV_L
9. Describe plan review and inspection procedures for new construction (if applicable): a&14C. 1>llb V" vtb. EJ)
P� ..� fit: t ps ld dt. !~tittit�t t?I V-FW .P-00-ID VSY ?bWm l-PKmtcre0rM
M bl t.l-i� N �M�t% 5 pE12 .YiEM D µ'rRt2lve "N S Ue>H 1'1TbL. TO w i ost 1a DwQ.
I t�SPE�Ttb�1 PI2oJt+Pt i� t3i'l1 �C�1 {��'ir� 4 roW &I
10. List all equipment available for routine cleaning of the collection system. If not owned, please indicate the source from
which the equipment is available: 615u)E g _f &—r �- F-orv- pooreg — owaeo to
me rvoAi or,. ayAG
11. What approximate percentage of the collection system is cleaned each year and the rationale for determining which line
segments are cleaned: '5b6e+D. nA H.r> t VAT V. M A O fit✓ ' 0a to ei:>S $
6,5
12. Describe the right of way maintenance program. I clude whether all right of ways are currently acces. ible:
w D`�C 1,t1 t '(612 c v w>✓ �1� 5�5�'E M t S t.o L/srt: n pit M A t2 t t•`E� t 1.1 G. p0r
Ikz,00. J ,Vm6lDOS 0Jk Pax \1&Ta Poo ne12� 125WUIite � V�ll:rf'� ���MraT•
IN I iL V 1444T 0V W D iS b e ld LL 1✓ 55 l 131,E
13. Describe any existing rehabilitation/replacement programs for the system (e.g. I/I studies, pump station upgrades, pipe
replacement, etc.): Vqu'rl M 6 ;4 J5.: -4 t- V &T1 t) ►A OF: 5e u7ice tz 6 (SI I✓ M
-rn IT7EWTtl%`( b-sspis -Voe V-OT J¢E p j,$t�1��10� i2EptobGE ME 1�LT.
14. Have any applications ever been submitted for funding pertaining to the collection system (i.e. rural center grant,
revolving loans, etc.)? If so, lease escribe the time, project(s), award and project completion.
51 E ���uk9Mf
15. Indicate when the last ra a tructure was evalu ted for sewer billing and if a rate increase occurred:
I . Zaor W A a/srg 125ASC
16. Attach a copy of your current spill response plan. .
SEE 614Arr ('P 4e 4)

17. Reasonable schedules of compliance may be included in the permit. Please thoroughly read the attached shell
permit. Provide defined compliance schedules (month, day, year) for any conditions mentioned below as desired.
Note that recordkeeping requirements should, not require any. compliance schedules. There may be also be certain
critieria for incorporation. of compliance schedules that will.be discussed during the permitting process. Shaded blocks
mean no compliance schedules should be necessary or the condition number is not applicable to the section.
Schedule
Section I
Condition 2*
Specific Area for Schedule (i.e. LS 1-3, line between X and X, etc.)
Condition 3
Condition 4
Condition 5
Condition 7
Condition 8
Condition 10
Condition 5
Section II
-
Condition 7
Condition 8
*Condition I(2) is for addressing reheat SSOs in the same location due to capacity issues. A defined plan of action
should be in place, the project should be in the CIP (if it qualifies) and for schedules longer than three years, interim dates
(design end, bidding, construction start, construction end, etc.) should be provided.
ATTACH ADDITIONAL SHEETS AS NECESSARY
Applicant's Certification:
Note: -I5A NCAC 2H .0206(b) requires an authorized individual to sign this application form. In the case of corporations,
signature is ' required by. a principal -'executive officer of at least the level of vice president, or his duly authorized
representative. In the case of a municipal, state, or other public entity, a signature is required by either a principal executive
officer, ranking elected official or other duly authorized employee. Duly authorized employee's must provide proof from the
principal executive officer or rankine elected offical that thev have been authorized to sign this_applicati_o_n. Public Works
Director's are not authorized to sign this permit apnlicatioit according to the rule unless delegated.
I; 15VAz�e Ldl>tA41 0 ,•attest that this application has been reviewed by me and is accurate'and complete to the best of
my knowledge. I understand that if all required pacts of this application are not completed and that if -all required supporting
information and attachments are not included, this application package will be returned to me as incomplete. Note: In
accordance with NC General Statutes 143=215.6A and 143-215.6B, any person who -knowingly makes any false statement,
representation, or certification in any application'shalf be guilty of a Class 2 misdemeanor which may include a fine not to
exceed $10,000 as well ascivil penalties up to $25,000 per violation.
Signaturei� (l,(' DaO: D 2
**END OF FORM CSA 06/04**

SYSTEM -WIDE WASTEWATER COLLECTION SYSTEMS
ATTACHMENTS
III. COLLECTION SYSTEM IMFORMATION:
10. The Town of Clyde has one (1) duplex sewer pump station, located west of Town on
Hyder Mountain Road adjacent to the abandoned wastewater treatment plant. The average
daily flow, based on flow meter readings is .120 mgd (83 gpm). The maximum pumping
capacity of each pump is 485 gpm. The pump station is equipped with permanent stand-by
power, locking hatches, audible, visual and telemetry alarms.
IV. ADMINISTRATION of the COLLECTION SYSTEM:
5. The Town of Clyde Sewage Ordinance provides the Town with the authority to require
grease, oil and sand interceptors for all facilities connecting to the public sewer collection
system which could introduce these contaminants into the collection system. Additionally,
the Town can review the operation and maintenance of the interceptors as needed.
V. OPERATION and MA ITENANCE of the COLLECTION SYSTEM:
5. Sanitary Sewer Overflows are documented of a standard form utilized by the Town to
record the date, time, location, time of completed repair, etc. The forms are kept on record at
the Town Hall.
14. The Town of Clyde applied for a General Revolving Loan in 1998 for the construction of
the Hyder Mountain Road sewer pump station. The construction of this pump station allowed
wastewater flow from the Town to be treated by the Town of Waynesville WWTP. The loan
application was approved for $458,460. Clark and Leatherwood, Inc. was awarded the
contract and construction was completed in 2001. Copies of the loan approval and the
agreement between the Town of Clyde and the Junaluska Sanitary District, the Town of
Waynesville, Haywood Community College and Haywood County are enclosed.

ORGANIZATIONAL CHART
MAYOR AND BOARD OF ALDERMEN
TOWN ADMINISTRATOR
TOWN CLERK MAINTENANCE SUPERINTENDENT POLICE CHIEF
DEPUTY CLERK MAINTENANCE CREW ASSISTANT CHIEF
OFFICE PERSONNEL OFFICERS
THE MAYOR AND BOARD OF ALDERMEN APPOINT DEPARTMENT HEADS AND ALL OTHER
TOWN EMPLOYEES. THE HEAD OF EACH DEPARTMENT SHALL SEE THAT ALL LAWS OF
THE STATE, TOWN CHARTER, ORDINANCES, RESOLUTIONS AND REGULATIONS OF THE
MAYOR AND BOARD CONCERNING HIS DEPARTMENT ARE FAITHFULLY EXECUTED
WITHIN THE TOWN. -
THE MAYOR AND BOARD OF ALDERMEN ARE ELECTED OFFICIALS. THEY ARE
RESPONSIBLE FOR SETTING THE POLICIES CONCERNING EMPLOYMENT. ADEQUATE
TRAINING AND CONTINUING EDUCATION ARE A PART OF THE JOB AND EMPLOYEES ARE
ENCOURGED TO ATTEND TRAINING SESSIONS, SCHOOLS AND SINIINARS, ESPECIALLY
THOSE SPOSNERED BY THE STATE OF NORTH CAROLINA, NORTH CAROLINA RURAL
WATER ASSOCIATION AND ANY OSHA TRAINING PROVIDED THRO NORTHCAROLINA
LEAGUE OF MUNICIPALITIES RISK MANAGEMENT.
WE ARE MEMBERS OF THE NORTH CAROLINA RURAL WATER ASSOCIATION AND
PARTI9CIPATE IN TRAINING SESSIONS PROVIDED BY THAT ORGANIZATION.
THE TOWN OF CLYDE IS IN CPMPLIANCE WITH NORTH CAROLINA GENERAL STATUTES
CHAPTER 159, ARTICLE 3, THE LOCAL GOVERNMENT BUDGET AND FISCAL CONTROL ACT.
THE TOWNS ANNUAL AUDIT PROVIDES A CLEAR FINANCIAL STATEMENT OF THE
CONDITION OF THE ENTERPRISE SYSTEM AS WELL AS AN OVERALL FINANCIAL VIEW OF
THE FINANCIAL CONDITION OF THE TOWN.

THE TOWN OF CLYDE OPERATES ON A FISCAL YEAR, JULY 1 THROUGH JUKE 30. A
BUDGET IS REQUIRED BY NORTH CAROLINA GENERAL STATUTES CHAPTER 159--THE
LOCAL GOVERNMENT BUDGET AND FISCAL CONTROL ACT. THE ACT STATES THAT EACH
LOCAL GOVERNMENT SHALL OPERATE UNDER AN ANNUAL BALANCED BUDGET
ORDINANCE ADOPTED AND ADMINISTERED ACCORDING TO THE ACT. IN PREPARING
THIS BUDGET, THERE ARE DETAILED AND ACCURATE RECORDS OF THE RECEIPTS AND
EXPENDITURES OF THE PREVIOUS YEAR AND OR YEARS, THE ESTIMATED EXPENDITURES
FOR THE ENSUING YEAR, THE ESTIMATED INCOME FROM ALL SOURCES AND ANY
BALANCE ON HAND AND SUCH OTHER INFORMATION AS THE BOARD MAY DEEM PROPER
THE BUDGET PROCESS BEGINS WITH A WORKSHOP WHERE THE MAYOR AND BOARD AND
TOWN ADMINISTRATOR WORK WITH THE BUDGET OFFICERS FIGURES TO BALANCE NET
REVENUES AND APPROPRIATED FUND BALANCES WITH PROPOSED APPROPRIATIONS. THE
MAYOR AND BOARD MAKE SURE THE TOWN RETAINS A FUND BALANCE LARGE ENOUGH
TO COVER ANY UNFORSEEN EMERGENCIES ARISING THAT COULD ALTER THE BUDGET.
THE BOOKS ARE AUDITED ON AN ANNUAL BASIS AND THE LAST REPORT SHOWED A
SOUND FINANCIAL STATUS. THE MAYOR AND BOARD REVIEWS A TRIAL BALANCE ON A
MONTHLY BASIS AS WELL AS ALL MONTHLY EXPENDITUES.
THE TOWN OF CLYDE'S RATE STRUCTURE IS ESTABLISHED AS PROVIDED IN G.S. 160A-312.
THE CURRENT RATE WAS ESTABLISHED IN JUNE 2001. THOSE RATES ARE CURRENT.
WATER RATES
INSIDE RATES
0-3,000 GALL ONS. $12.60 FLAT RATE
NEXT 7, 000 GALLONS 1.90 PER THOUSAND
NEXT 10,000 GALLONS 1.70 PER THOUSAND
NEXT 81,000 GALLONS 1.40 PER THOUSAND
ALL OVER 100,000 GALLONS 1.20 PER THOUSAND
OUTSIDE RATES
0-3,000 GALLONS $20.00 FLAT RATE
NEXT 7,000 GALLONS 3.20 PER THOUSAND
NEXT 10,000 GALLONS 2.70 PER THOUSAND
NEXT 80,000 GALLONS 1.90 PER THOUSAND
ALL OVER 100,000 GALLONS 1.70 PER THOUSAND
SEWER RATES
0-2,000 GALLONS $12.00 FLAT RATE
ALL OVER 2,000. 6.00 PER THOUSAND

THE RATES ARE ESTABLISHED BY THE MAYOR AND BOARD OF ALDERMEN AND ARE
BASED ON SEVERAL FACTORS.
1. THE TOWN PURCHASES WATER FROM THE TOWN OF CANTON. THE RATE IS BASED
ON THE PURCHASE PRICE OF WATER AND THE COST OF TREATMENT OF THE SEWER
BY THE TOWN OF WAYNESVILLE.
2. ALL EXPENDITURES ARE DOCUMENTED AND THE PLANNED CAPITAL EXPENITURES
ARE TAKEN INTO CONSIDERATION AND BOTH ARE FACTORED INTO THE RATE.
3. MAYOR AND BOARD LOOK AT THE ANNUAL FINANCIAL STATEMENT AND SET RATES
TO MAINTAIN A SOUND FUND BALANCE AND COVER ALL EXPENDITURES. ALL
WATER AND SEWER CUSTOMERS ARE AFFECTED BY THE RATE INCREASES. THE
CUSTOMERS OUTSIDE CITY LIMITS PAY A HIGHER RATE FOR WATER THAN
CUSTOMERS INSIDE CITY LIMITS. ALL NEW CUSTOMERS ARE GIVEN A RATE SHEET
WHEN THEY MAKE ARRANGEMENTS FOR SERVICE AND WHEN RATES ARE CHANGED
THE CHANGES ARE ADVERTIZED BOTH AT THE TOWN HALL AND IN THE LOCAL
NEWSPAPER ALL CUSTOMERS ARE INVITED TO THE BUDGET PUBLIC HEARING
WHERE WRITTEN AND ORAL COMMENTS ARE ENCOURAGED.
FEE SCHEDULE
WATER TAPS
INSIDE TOWN RATES OUTSIDE TOWN RATES
3/4" TAP
$425.00
3/a" TAP
$475.00
1" TAP
525.00
1" TAP
575.00
1 %2" TAP.
565.00
1 %Z" TAP
625.00
2" TAP
1,950.00
2" TAP
1,850.00
SEWER TAPS
INSIDE AND OUTSIDE CITY LIMIT RATES
4" $400.00
6" 600.00
8" 900.00
****AN ADDITIONAL $15.00 PER FOOT WILL BE CHARGED FOR TAPS MADE IF MAIN IS ON
THE OPPOSITE SIDE OF ROAD.
A LETTER IS GIVEN TO CUSTOMERS WHEN THEY APPLY FOR WATER SERVICE. THIS
LETTER EXPLAINS THE DEPOSIT AMOUNT AND THE RULES AND REGULATIONS AS WELL
AS THE FEES IF THE TOWN DISCONNECTS FOR NON PAYMENT.

THE TOWN OF CLYDE MUST FOLLOW RULES AND REGULATIONS SET BY THE STATE OF
NORTH CAROLINA CONCERNING PUBLIC WATER AND SEWER SUPPLY AND ARE FULLY
AWARE OF THOSE RULES. THE TOWN HAS NOT HAD ANY VIOLATIONS AS .OF THIS
REPORT BUT KNOW WE MUST ADVERTIZE IN LOCAL PAPER OR NOTIFY EACH CUSTOMER
IN WRITING IF WE DO SO. THE TOWN FILES THE ANNUAL CONSUMER CONFIDENCE
REPORT AS REQUIRED BY THE STATE.
DURING THE FLOODS OF 2004, THE TOWN OF CLYDE EXPERIENCEDTWO SEWER SPILLS
RELATED TO THE FLOOD WATERS. BOTH SPILLS WERE REPORTED AND ADVERTIZED IN
THE LOCAL NEWS PAPER NO VIOLATIONS WERE ISSUED AS RULES WERE FOLLOWED.
EMERGENCY RESPONSE IS HANDLED IN TWO DIFFERENT WAYS. DURING REGULAR
TOWN HALL OFFICE HOURS ALL PROBLEMS OR EMERGENCIES ARE CALLED IN BY
TELEPHONE. THE TOWNHALL EMPLOYEES DISPATCH BY RADIO THE MAINTENANCE
CREW AND THE PROBLEMS OR EMERGENCIES ARE HANDLED. AFTER OFFICE HOURS AND
ON WEEKENDS, THE RESIDENTS OF CLYDE CALL THE CANTON POLICE DEPARTMENT. WE
HAVE AN AGREEMENT WITH THE DEPARTMENT TO DISPATCH OUR POLICE AND
MAINTENANCE CREWS. RESIDENTS ARE GIVEN A TELEPHONE STICKER WITH THE POLICE
DEPARTMENT NUMBER AND A LETTER INSTRUCTING THEM WHAT TO DO IN AN
EMERGENCY. THE POLICE DEPARTMENT CALLS OUR MAINTENANCE CREW EITHER BY
PHONE OR BY ACTIVATING A PAGER ALL PERSONNEL HAVE PAGERS AND KEEP THESE
WITH THEM AT ALL TIMES. WE HAVE A ROTATING SHIFT SCHEDULE AND THERE IS
ALWAYS SOMEONE WORKING. IN MOST EMERGENCIES, WE CONTACT THE RADIO
STATIONS, CALL THE AFFECTED AREA BY TELEPHONE, OR THE RESIDENTS CALL US
EITHER AT THE OFFICE OR AT HOME AND THEY ARE TOLD THE PROBLEM OR
EMERGENCY.
REGUILAR OFFICE HOURS
TOWN HALL EMPLOYEES
PEGGY GREEN
ANDREA GARLAND
SHEILA MILLER
CONTACTS
MAINTENANCE CREW
WALTER SOUTHERLAND
RICKY EVANS
CHARLES PALMER
JERRY GREEN
AFTER HOURS AND WEEKENDS
CANTON POLICE DEPARTMENT
CONTACTS
TOWN ADMINISTRATOR AND OR
MAINTENANCE CREW
CHARLES PALMER
RICKY EVANS
JERRY GREEN
JEFF PARKER

STATE OF NORTH CAROLINA
DEPARTMENT OF ENVIRONMENT AND NATURAL RESOURCES
DIVISION OF WATER QUALITY
RALEIGH, NORTH CAROLINA
.OFFER AND ACCEPTANCE FOR STATE LOAN OR GRANT FOR WASTEWATER TREATMENT
WORKS PROJECTS AND WASTEWATER COLLECTION SYSTEMS PROJECTS UNDER
THE CLEAN WATER REVOLVING LOAN & GRANT ACT OF 1987
Legal Name & Address of Applicant
Town of Clyde .
P 0 Box 386
Clyde, NC 28721-0386
Total Estimated Project Cost
PART A SECTION 1- OFFER
$458,460
Federal Project No.
State Project No.
E-SRL-T-98-0044
TOTAL STATE LOAN OFFERED $458,460 ACCOUNT
TOTAL STATE GRANT OFFERED $ . ` _ Water Pollution Control Revolving Loan
Fund (State & Federal Funds)(SRF)
-)escription of Project:
Approximately 2200 U. of gravity sewer to transfer, General Revolving Loan Account
wastewataer to the Junaluska. Sanitary District for
treatment at the Town of Waynesville. This will _ High Unit Cost Grant Account
eliminate the town's discharge.
Emergency Revolving Loan Account
Consideration having been given by the North Carolina Environmental Management Commission to (a) the
application submitted by the applicant in accordance with the Rules Governing State Loans and Grants for
Wastewater Treatment Works Projects and Wastewater Collection Systems Projects Pursuant to the North
Carolina Clean Water Revolving Loan & Grant. Act of 1987, (b) the public benefits to be derived by the
construction of this project, (c) the relation of the ultimate cost of constructing and maintaining the system to the
public interest and to the public necessity for the system, and (d) the adequacy of the provisions made or
proposed by the applicant for assuring proper and efficient operation and maintenance of the system after
completion of the construction thereof, and it having been determined that (1) the applicant is an eligible unit of
government, (2) the project meets the eligibility criteria for State loans or grants, and (3) the project has been
approved and certified by the Environmental Management Commission as being entitled to priority for State
loan or grant funds made available by the Clean Water Revolving Loan & Grant Act of 1987.
The Environmental Management Commission, acting on behalf of the State of North Carolina, hereby offers:
To make a State loan to the above named applicant subject to -the conditions and assurances included in this
document to aid in financing the construction of the project pursuant to the Rules Governing State Loans and
Grants for Wastewater Treatment Works Projects and Wastewater Collection Systems Projects. The amount of
the State loan or grant will. not exceed the appropriate percentage, as established by the Act, of such dollar
limitation as established herein.

j t
i
NORTH CAROLINA
HAYWOOb COLiN ry
CONTRACT No, 7-99
THI'S CONTRtiCT AIND AGREEMENT, made and entered into this
day' of y 1999 and the
Y among the pVVlwl Off' CLYD►E, $ body. politic and
Political su division of the State of North Carolina
called "Clyde"; J"ALUSKA SANITAPY DIS ,of the a body first
Pam' hereinafter
subdivision of the State of North Carotin Politic and political
"the Sanitary District"; the 'f'U�'lY 4F V�AYNES'VI�,LEn a M c�isec6d part, hereinafter galled '
the State of North Carolina, party of the third �� P rP anon of
HA►1''WIJUD COMMUNITY COLLEGE, a communinaiter called Waynesvllle"; and
Chapter 115D, Article 2 of the General Statutes of -North Cazolia,, college -established pursuant to
Part, hereinafter called "the College"; and IUV WOOD COUNTY a party
a ��
corporate, party of the fifth party hereinafter called "Haywood' , Y Politic and
WXTNESSE-r-H.
WHEREAS, Clyde has determined that it
and environmentally, is in its best interest, both economical)
to abandon its wastewater treatment plant -and connect its y
wastewater treatment co'.iectioin system District; and to the collection systetn owned by the S unitary
WHEREAS, the:Sanitary District has agreed to allow Clyde to connect to the
Sanitary District's collection system for transfer to the Waynesville Wastewater
Treatment Plant; and
WHEREAS, Waynesville has agreed to accept additional 'wastewater flow .from .
Clyde through the Sanitary District's system for treatment at ►Waynesville's wastewater
treatment plant, said flow to be limited to 350,00o gallons per day based upon a mouth
ly
average;
WHEREAS, as set forth upon Exhibit "A', the lawn of Waynesville, the County
Of Haywood, Junaluska Sanitary District and Haywood Community College- entered into
a Restated Wastewater Treatment Facility Agreement dated April 3, 1989, and desire to
amend same by adding the Town of Clyde as a party.thereto and otherwise as particular]
set Earth herein; and Y
WHEREAS,- Article 20 of Chapter 160-A of the General Statutes of tile State of
North Carolina provides that: units of local government may enter into contracts or
agreements with each other in order .to execute any undertaking.

NOW, THEREFORE, for and in consideration of the premises and respective .
obligations of each party to the other, and the mutual covenants and prom ses contained
herein, the parties hereto do .hereby agree as follows:
1. OBLIGATIONS OF CLYDE
A. Clyde shall abandon its existing wastewater treatment plant and constructa new solids
handling -Pumping station and approximately 2,200 linear, feet of 15-inch gravity
sewer line that will connect to the wastewater collection system owned by the
Sanitary District near the intersection of State Road 1523 and Ned's Branch;
B. Clyde shall share in the. cost'of operating arid maintaining the portion of the Sanitary
District's collection system that serves Clyde. This cost will be shared
proportionately among Clyde, the Sanitary District and the College, as the College
utilizes the system under a separate agreement with the Sanitary District and
Waynesville; a copy of which is attached hereto as )r::hibit "A" (Paragraph 8).
C. Clyde shall share in the cost of future upgrades to the Sanitary District system which
would be necessitated by the addition of Clyde's wastewater flow on'the same basis
as 1.13 gbovc;
D. Clyde shall ensure that all wastewater flowing to the Sanitary District and
Waynesville wastewater treatment plant complies with all federal and state
.regulations, 'as well as any Sewer Usp Ordinance that is adopted by the Sanitaiv
District and/or Waynesville,
E. Clyde shall pay to the Sanitary District on a timely basis, either on a monthly basis or
a longer billing cycle, if one is used by the Sanitary District, a wastewater treatment
fee equal to that charged according to WaynesvilleIsofficial adopted schedule. of fees
for outside industrial users, unless otherwise agreed to by Clyde and the Sanitary
District.
Z. OBLIGATIONS OF 'THE SANITARY DISTRICT
A. The Sanitary District shall allow Clyde to connect to its wastewater collection system
near the intersection of State Road 1523 and Ned's Branch-
B. The Sanitary District shalt maintain and operate its wastewater collection system so as
to ac=mnodate the wastewater flow of Clyde;
C. The Sanitary District shall assess a wastewater treatment fee to Clyde on a regUlar
basis equal.to that charged according to Waynesville's officially adopted schedule of
fees for an outside industrial user, unless otherwise agreed t4 by Clyde and the
Sanitary District;

D, The Sanitary District shall assess operation and maintenance costs as specified in LB
above.
E. The Sanitary District shall assess capital improvement -costs as specified in 1,C above.
F. The Sanitary District shall not unpose any other user fees on Clyde, except as
specified in Subsections 2C, 7D and 2E of this section.
3. TERMS AND CONDITION'S
A The new wastewater collection Iine and pump station Necessary to convey Clyde's
wastewater to the Sanitary. District's system shall be constructed in accordance with
glans and specifications approved in writing by the State of North Carolina, the
Sanitary District and Waynesville prior to the commencement'of the construction;
B. Clyde shall be'solely respor,aible for all costs and expenses for and in anyway
connected with the construction of the wastewater collection line and pumping stat-nn
required to connect to the Sanitary. District collection system;
C. Clyde will be responsible for billing all customers that are connected or may connect
to the wastewater collection system owned, operated' and maintai;ied by Clyde, unless
otherwise agreed to by the Sanitary District -and/or Waynesville..
D. GENERAL PROVISIONS
A. The parties acknowledge that no joint agency is established or to be esiablished by
virtue of this agreement; and that the parties will separately provide all personnel
necessary to comply with their exclusive agreements herein set forth, unless otherwise
agreed to by Any party acting with any other parry to this agreement;
B. The method of financing the new pumping station and. wastewater collection line to
connect the Sanitary District shall be the sole prerogative and obligation of Clyde;
C. This Contract and Agreement may be amended only by the mutual agreement of the
parties, evidenced by a written document, duly approved by the governing bodies of
each party;
D. Tliis Contract and Agreement may be terminated as a result of future changes in
Federal and State law or from charges to .regulations adopted by federal anchor state
regulatoty'agencies which may necessitate terntinafion; however, such termination
shall require a minimum of a five (5)year notice prior to the actual termination date.
E. This Contract shall continue in force anti effect for so long as the Town of
Waynesville treats liquid waste from any of the other parties hereto. In any event, this
Contract shall continue in full force and effect for so long as the sewage treatment

Plant o#'the Town 'OgWaynesville
flowhas sufficient reserve capacity to -treat theing through the litres covered by this Agreement, assuming infiltration is sewage .
acceptable limits_ Acceptable limits of in fcltration shall be determined by applicable
law, regulations and Waynesville.
I WITNESS WHE RFOFi Clyde has caused this agreement.to be signed b the
Mayor of Clyde, attested by the Clerk to the Board ofthe Town of Clyde and its by
seal to be hereto affixed, all by authority, of said Board du1 al
Sanitary District has caused this agreement to be signed by its Chairman, said attested
its Clerk to the Board of Directors of the J=aluska Sanitary District and iand
s official sea]
to be hereto affixed, all by authority of its Board of Directors; and the Town of
Waynesville has caused this agreement to be si
g-ned -by the Board of Aldermen of the Town of Waynesville and mffcial seal to be `yOr, attested by its Clerk to
affixed, all �y authority of its eto
Board of Aldermen dul iv n• aywood Community
College has caused this agreetent 'to be signed by 44 b
Secretary to tr he Presi deaind its official seal to be hereto affixes, all by authority of y.
Board duly given Hasaid
ywood County has caused this agreement t , be signed by the
Chairman of the Board of Commissioners of Haywood County,. attested by its Clerk .to
the Board and its official seal to be hereto affixed, all by authority of said Board duly
given; in duplicate originals, the day and year first above set forth.
TEST:
Clerk tt� yard
(OFFICIAL, SEAL)
ATTEST:
Clerk to the Board
(OFFICIAL SEAL)
TOWN OF CLYDE
Mayor
JUNALUSKA SANITARY DISTRICT
By:
Chairman

ATTEST:
(OFFICIAL SEAL)
r
(OFFICIAL SEAL)
TOWN OFW/AYNES*'LEB:Y M
RA YWOOD COMMUNITY COLLEGE
By: � .�-
HAYWO COUNTY
By:
airman
oard,of Commissioners

eu.C. WATER POLLUTION CONTROL SYSTEM OPERATORS
i CERTIFICATION COMMISSION
Ricky
GRADE 3
iF1 378
1 is a dulyCertified Water "
k4o. [-system Operator udder
provisions of Article 3, Chapter the General Statutes of North
Carolina for the year. �'
( •2 0 '
`S GNA OF OPERATOR ' —' i
` CHAIRMAN
f ; (SEE REVERSE SIDE
�durth fllaralina pater Zreatmesrt O'arilitg
• �Peraivrs fl�ertifiratiun �uar�
n 4.i.a.7f it
RICKY
qr:
R>i ' :•
GRADE •C'.DIST `7`:'� Sf90325
is a duly Certified F TgatYiLtjt ;(iSLility Operator
,•. . ,-
under proyisions of'dhtFi€ 2;,fiapter 90—A of the '
General Statutes of North Carolina for the year:
' r/K— L n z-zt:!J�
SIGNATURK9F OPERATOR • / CHAIRMAN 1
(SEE REVERSE SIDE)

TOWN OF CLYDE
SEWAGE ORDINANCE
An ordinance regulating the use of public and private sewers and*"--"
drains, private wastewater disposal, the installation and connection
of building sewers, and the discharge of waters and wastes into the
public sewer system: and providing penalties for violations thereof:
in the Town of Clyde, County of Haywood, State of North Carolina.
Be it ordained and enacted by the Board of the Town, of Clyde,
State of North Carolina as follows:
SECTION 1 GENERAL PROVISIONS
1.1 Purpose and Policy
This ordinance sets forth uniform requirements for direct and indirect
contributors into the wastewater collection and treatment system for
the Town of Clyde and enables the Tot -in to comply with all applicable
State and Federal laws required by the Clean Water Act of 1977 and the
General Pretreatment Regulations (40 CFR, Part 403).
The objectives of this ordinance are:
(a) To prevent the introduction of pollutants into the municipality
wastewater system which will interfere with the operation of the
system or'contaminate the resulting sludge;
(b) To prevent the introduction of pollutants into the municipal
wastewater system which will pass through the system, inad-
equately treated, into receiving waters or the atmosphere or
otherwise be incompatible with the system;
(c) To improve the opportunity to recycle and reclaim wastewaters
and sludges from the system; and
(d) To provide for equitable distribution of the cos��of the
municipal wastewater system.
This ordinance provides for the regulation of direct and indirect
contributors to the municipal wastewater system through the issuance
of permits to certain non -domestic users and through enforcement of
general requirements for the other users, authorizes moni�oring.and
enforcement activities, requires user reporting, assumes ghat exist-
ing customer's capacity will not be preempted, and provides for the
setting of fees for the equitable distribution of costs resulting
from the program established herein. HIV.
This ordinance shall apply to the Town of Clyde and to. persons out-
side the Town who are, by contract or agreement with the Town , Users
of the'Town POTW. Except as otherwise provided herein, the Appropriate
Authority of the Town POTW shall administer, implement, and enforce the
provisions of this ordinance.

:r
1.2 Definitions
Unless the context specifically indicates otherwise, the following
terms and phrases, as used in this ordinance, shall have the meanings
hereinafter designated:
(1) Act or "the Act". The Federal Water pollution Control Act, also
known as the Clean Water Act, as amended, 33 U.S.C. 1251, et. seq.
(2) Approval Authority. The Director in an.NPDES state with an ap-
proved State Pretreatment Program and the Administrator of the
EPA in a non-NPDES state or NPDES state without an Approved State
Pretreatment Program.
(3) Authorized Representative of Industrial User.. An authorized
representative of an Industrial User may be:
(1) A principal executive officer of at least the level of vice-
president, if the Industrial User is a corporation; (2) A
general partner or proprietor if the industrial user is a partner-
ship or proprietorship, respectively; (3) A duly authorized re-
presentative of the individual designated above if such represent-
ative is responsible for the overall operation of the facilities
from which the indirect discharge originates.
(4) Biochemical Oxygen Demand (BO D). The quanti'ty of oxygen utilized
in the biochemical oxidation of organic matter under standard
laboratory procedure, five (5) days at 200 centigrade expressed
in terms of weight and concentration (milligrams per liter (mg/1)),
(5) Building Sewer. A sewer conveying wastewater from the premises
of a User to the POTW.
(6) Categorical Standards. National Categorical Pretreatment Standard.,
or Pretreatment Standard.
(7) Town. The Town of Clyde or the Board of Aldermen of Clyde.
(8) Cooling Water. The water discharged from any use such -as air
conditioning, cooling or refrigeration, or to which the only
'pollutant added is heat.
(9) Control Authority. The term "control authority" shall refer to
the "Approval Authority", defined hereinabove; or the Appropriate
Authority if the Town has an approved Pretreatment Program
under the provisions of 40 CFR, 403.11.
(10) Direct Discharge. The discharge of treated or untreated waste-
water directly to the waters of the State of North Carolina.
2

(11) Environmental Protection Agency,,_ or EPA. The U.S. Environmental
Protection Agency, or where appropriate the term may a'130 bo uou
as a designation for the Admi.nint.rator or other duly allt.horized
official of said agency.
(12) Grab Sample. A sample which is taken from a waste stream on a
one-time basis with no regard to the flow in the waste stream
and without consideration of time.
13) Holding Tank Waste. Any waste from holding tanks such as vessels,
chemical toilets, campers, trailers, septic tank:.,, and vacuum -
pump tank trucks.
Indirect Discharge. The discharge or the introduction of non -
domestic pollutants. from any source regulated :under section
307(b) or (c) of the Act, (33 U.S.C. 1317), f<xto the POTW (in-
cluding holding tank waste discharged into the :system).
(15). Industrial User. A source of Indirect Discharge which does not
constitute a "discharge of pollutants" under regulations issued
pursuant to section 402, of the Act. (33 U.S"C. 1342).
(16) Interference. The.inhibition or disruption of the POTW treat-
ment processes or operations which con tributes to a violation
of any requirement of the Town's NPDES Permit. The term includes
prevention of sewage sludge uoe or disposal by tyre, POTW in accord,
ante with 405 of the ACT, (33 U.S.C. 1345) or,�any criteria, gide-
lines, or regulations developed pursuant to ttt��e Solid Waste Dis-
posal Act (SWDA), the Clean Air Act, the Toxi& Substances Control
Act, or more stringent state criteria (includ•i,ng those contained
in any State sludge management plan prepared pursuant to Title IV
of SWDA), applicable to the method of disposal,. or use employed by
the POTW.
(17) National Categorical Pretreatment Standard or Pretreatment Standa
Any regulation containing pollutant discharge limits promulgated
by the EPA in accordance with section 307(b) and (c) of the Act
(33 U.S.C. 1347) which applies to a specific category of Indust-
rial Users.
(18) National Prohibitive Discharge Standard or Prohibitive Discharge
Standard. Any regulation developed under the authority of 307(b)
of the Act and 40 CFR, Section 403.5.
(19) New Source. Any source, the construction of which is commenced
after the publication of proposed regulations precribing a sectio
307(c) (33 U.S.C. 1317) Categorical Pretreatment Standard which
will be applicable to such source, if such standard is there-
after promulgated within 120 days of proposal in the Federal
Register. Where the standard is promulgated later than 120 days
after proposal, a new source means any source, the construction
of which is commenced after the date of promulgation of the
standard.
3

(20) National Pollution Discharge Elimination System or NPDES Permit.
A permit issued pursuant to section 402 of. the Act 33 U.S.C.
1342) .
(21) Person. Any individual, partnership, copartnership, firm,
company, corporation, association, joint stockcorrnpany, tru:;t,
estate, governmental entity or any other legal entity, or their
legal representatives, agents or assigns. The masculine gender
shall include the feminine, the'!singrular shall include the
plural where indicated by the context.
(22) pH. The logarithm (base 10) of the reciprocal of the con-
centration of hydrogen ions expressed in grams per liter of
solution.
(23)_ Pollution. The man-made or man -induced alteration of the
chemica4� physical, bioiopical., and radiplogical integrity
pf hater,
P4) Follotant. Any dredged spoil, solid Waste, incinerator
residue,' sewage, garbage, sewage sludge, munitions, chemical
Wastes, biological materials, radioactive materials, heat,
Wrecked or discharged equipment, rock, sand, cellar dirt and
industrial', municipal, and agricultrual waste discharged into
Wgtep .
125) Pretreatment or Treatment. The reduction of the amount of
pollutants, the elimination of pollutants, or the alteration
of the nature of pollutant properties in wastewater to a less
harmful state prior to or in lieu of discharging or otherwise
introducting such pollutants into a POTW. The reduction or
alteration can be obtained by physical, chemical or biological
processes, or process changes other means, except as prohibited
by 40 CFR Section 403.6(d).
(26) Pretreatment Requirements. Any substantive or procedural re-
quirement related to pretreatment, other than a National Pre-
treatment Standard imposed on an industrial user.
(27) Publicly Owned Treatment Works (POTW). A treatment works as
defined by section 212 of the Act, (33 U.S.C. 1292) which is
owned in this instance by the Town. This definition includes
any sewers that convey wastewater to the POTW treatment plant,
but does not include pipes, sewers or other conveyances not
connected to a facility providing treatment. For the'purposes
of this ordinance, "POTW" shall also include any sewers that
convey wastewaters to the POTW from persons outside the town
who are, by contract or agreement with the Town , users of the
town Is POTW.
(28) POTW Treatment Plant. That portion of the POTW desigrled Lo
provide treatment to wastewater.
(29) Shall is mandatory: May is permissive.
4

(30) Significant Industrial User_. Any Industrial User of the Tnwn's
wastewater disposal system who (1) has a discharge flow of
25,000 gallons or more per average work day, or (ii) has a flow
greater than 5% of Lho ('low in LhO Town's wastewater treatment
system, or (i'ii) has in -his wastes toxic pollutants as dul'i.ned
pursuant to Section 307 of Lho AcL of State Statutes and rules
or (iv) is found by the Town, Division of Environmental Man-
agement'or the U.S. Environmental Portection Agency (EPA) to
have significant impact, either singly or in combination with
other contributing industries, on the wastewater treatment
system, the quality of sludge, the system's effluent quality,
or air emissions generated by the system.
(31) State. State of North Carolina.
(32) Standard Industrial Classification (SIC). A classification pur-
suant to the Standard Industrial Classification Manual issued by
the Executive Office of'the President, Office of Management and
Budget, 1972.
(33) Storm Water. Any flow occurring during or following any form of
natural precipitation and resulting therefrom.
(34) Suspended Solids. The total suspended matter that floats on the
surfaces of, or is suspended in, water, Wastewater or. other
.liquids, and which is removable by laboritofy filtering.
(35) Toxic Pollutant, Any pollutant or combination of pollutants
listed as toxic in regulations promulgated by the Administrator
of the Environmental Protection Agency under the provision of
CWA 307(a) or other Acts..
(36) User. Any person who contributes, causes or permits the con-
�ribution of wastewater into the Town' s POTW.
(37) Wastewater. The liquid and water-carred industrial or domestic
Wastes from dwellings, commercial buildings, industrial fac-
ilities, and institutions, together with may be present, whether
treated or untreated, which is contributed into or permitted to
enter the POTW.
(38) Waters of the State. All streams, lakes, ponds, marshes, water-
courses, waterways, wells, springs, reservoirs, aquifers, ir-
rigation systems, drainage systems and all other bodies or
accumulations of water, surface or underground, natural or
artificial, public or private, which are contained within, flow
through, or border upon the State or any portion thereof.

(39) Building Drain. Shall mean that part of'the lowest horizontal
piping of a drainage system which receiver, the, di scharf;e from
soil, waste, and other drainage pipes inside the walls oC the
building and convey:; i. t t,o Uit, bu i. 1 d i ng nowor , beg i.nn i nr; f i vn
(5) feet (1'.5 meters) outside the inner race of the building;
wall.
(40) Combined Sewer. Shall mean a sewer intended to receive: both
wastewater and storm or surface water.
(41') Easement. Shall mean an acquired legal right for the specific
use of land owned by'others.
(42) Floatable Oil. Oil, fat, or grease in a physical state such
that it will separate by gravity from wastewater by treatment
in an approved pretreatment facility. A wastewater shall be
considered free of floatable fat if it is properly pretreated
and the wastewater does not interfere with the collection systea
(43) Garbage. Shall mean the animal and vegetable waste resulting
from the handling, preparation, cooking, and serving of foods.
(44) Industrial Wastes. Shall mean the wastewater from industrial
processes, trade, or business as distinct from domestic or
sanitary wastes.
(45) Natural Outlet. Shall mean any outlet, including storm sewers
and combined sewer overflows, into a watercourse, pond, ditch,
lake, or other body of surface or groundwater.
(46) Properly Shredded Garbage:. Shall mean the wastes from the
preparation, cooking, and dispensing of food.that have been
shredded to such a degree that all particles will be'carried
freely under the flow conditions normally prevailing in public
sewers, with no particle greater than 2 inch (1.27 centimeters)
in dimension.
(47) Public Sewer. Shall mean a common sewer controlled by a govern•
mental agency or public utility.
(48) Sanitary Sewer. Shall mean a sewer that carries liquid and wat(
carried wastes from residences, commercial buildings, industria'
plants, and institutions together with minor quantities of .
ground, storm, and surface waters that are not admitted intentic
ally.
r

(49) Slug. Shall mean any discharge of sewer or wastewater which in
concentration of any given constituent or in quanity of flow ex-
ceeds for any period of duration longer than ['ifLeen (15) mi.nut.es
more than five (5) Liu►et; Lh(,, ►v�:r��.i��o t.w�:r►Ly-fc,ur P11) hc,ur• c.Or►—
centration ousysgemo�ma�ooP��rfo°mance ofshall
wastewaterly
affect the collection
treatment works.
(50) Storm Drain. (Sometimes termed "storm sewer") shall mean a drain
or sewer for conveying sewer, groundwater, subsurface Sewer', or,
unpolluted water from any source.
(51) Suspended Solids. Shall mean total suspended matter that either
floats on the surface of, or is in suspension in, water, waste-
water, or other liquids, and that is removable by laboratory
filtering as Wastewabter"landstandards referred totasds for the nonfilterablemresidoue
of Sewer and Wastewater"
(52) Wastewater. Shall mean the spent sewer of a community. From the
standpoint of source, it may be a combination of the liquid and
sewer -carried wastes from residences, commercial buildings,
industrial plants, and institutions together with any groundwater
surfaces water, and stormwater that may be present.
(53) Wastewater Facilities. Shall mean the structures, equipment, and
processes required to collect, carry away, and treat domestic and
industrial wastes and dispose of the effluent.
(54) Wastewater Treatment Works. Shall mean an arrangement of devices
and structures for treating wastewater, industrial wastes, and
Sludge. Sometimes used as synonymous with "waste treatment plant
or " sewer pollution control plant".
7

1.3 Abbreviations
The following abbreviations shall have the designated meanings:
1301) - Biochemical Oxygen Demand .
MR - Code of Federal Regulations.
COD - Chemical Oxygen Demand.
EPA - Environmental Protection Agency
1 - Liter.
m� - Milligrams.
mg/1- Milligrams per liter.
NPDES- National Pollutant Discharge Elimination System.
POTW - Publicly Owned Treatment Works.
SIC - Standard Industrial Classification.
SWDA - Solid Waste Disposal Act, 42 U.S.C. 6901, et. seq.
USC - United States Code.
TSS - Total Suspended Solids.

SECTION 2
2.1 Use of Public Sewer: Required
1) It shall be unlawful for any person to place, deposit, or permit
to be deposited in any unsapitary manper.on public or private
property within the Town o1' Clyde, or -in z}ny ,area under Wit!
jurisdiction of said Clyde, ,any human or animal excrement,
garbage, or objectional waste.
J2) It shall be unlawful to discharge to any natural outlet within
the Town of Clyde, or in any area under jurisdiction of said
town , any wastewater or other polluted sewers, except where
suitable treatment has been provided in accordance with sub-
sequent provisions of this ordinance.
(3). Except as hereinafter provided, iL shall be unlawful to construct
or maintain any privy, privy vault, septic tank, cesspool, or
other facility intended or used for the disposal of sewer.
(4) The owner(s) of all houses, buildings, or properities used for
human occupancy, employment, recreation, or other purposes,
situated within the town and abutting on any street, alley, or
right-of-way in which there is now located or may be in the future
be located a public sanitary or combined sewer of the town, is
hereby required at the owners(s)' expense to ,install suitable
toilet facilities directly with the proper public sewer in
accordance with the provisions of this ordinance, within ninety (9C
days after date of official notice to do, provided that said
public sewer is within one hundred (100) feet (30.5 meters) of
the property line.
(5) It shall be unlawful to deposit any substance which will cause
the POTW to violate its NPDES and/or State Disposal System Permit
or the receiving water quality standards.
(6) It shall be unlawful to deposit any wastewater with objectionable
color not removed in the treatment process, such as, bu-t not
limited to, dye wastes and vegetable tanning solutions.
(7) It shall be unlawful to deposit any wastewater having a temperatur
which will inhibit biological activity in the POTW treatment plant
resulting in Interference, but in no case wastewater with a tem-
perature at the introduction into the PO N which exceeds 400C
(1040F) unless the POTW treatment plant is designed to accommodate
such temperature.
i

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AUe"Sututuquoo aageMajoem Sup IToodap oI TnjmuTun eq TTEgs II (6)
•uoTquaado Tuwaou Sutanp MOTJ ao `satgtquenb 'uoTluaquapuoo anoq
(y7) ano,J-�flUaMl a�uaanp aql saWTl (S) antd uEgl aaow saqnuTw
(SL)UaagdTd'uugq a953UOT potaad awtq SUE and paaoxa gegq squElnTTod
do saM ITenb ao uoTluaquaouoo UTEluoo ao alea MoT3 a anEq peoT
51nls u LTugs aseo ou uT 'M10d aqq oq aDuoaajaa,quI esneD TTTM
Mnilm of liorm.o.a srq an smomi ansn r 147T11M UotqualUa3Uoo guegnTTod
act/��ut; ;lq,:a Mold r; IT,, ( • 3,jo `(101j ) slungnTTod !3utpuuw9p
U;,;�lCxo ;il]T(1nT711T 'sluelnTTod AUr? ITsodap of Tn,jmuTun eq TTEgs II (9)

2.4 Specific Pollutant Limitations
No person shall discharge wastewater containing in excess of:
0.10 mg/l
0.0 1 mg/1
0 ..05 mg/1
Mu mg/1
UXII—+mg/ 1
—0.20 mg/1
mg/l
mg/l
0.00 mg/l
280 mg/l
0.601 mg/1
arsenic
cadmium
copper
cyanide
lead
mercury
nickel
silver
total chromium
zinc
total identifiable
phenolic compounds
Town's wastewater
2.5 State'Requirements
chlorinated hydrocarbons
which cannot be removed by the
treatment processes.
State requirements and limitations on discharges shall apply in any
case where they are more stringent than Federal requirements atd
limitations or those in this ordinance.
gown's Rig�t of Revision
'Thp Town reserves the right to establish by ordinance more stringent
4itations or requirements on discharges to the wastewater disposal
syeteip if deemed necessary to comply with.the objectives presented in
peption 1.1 of Phis Ordinance.
Excessive pischaEge
No User shall ever increase the use of process water or; in any way,
attempt to dilute a discharge as a partial or complete substitute for
adequate treatment to achieve compliance with the limitations contained
in the Federal Categorical Pretreatment Standards, or in any other
pollutant -specific limitation developed by the Town or State.
(Comment: Dilution may be an acceptable means of complying with some
of the prohibitions set forth in Section 2.1, e.g. the pH prohibition.)

2.8 Accidental Discharges
Each User shall provide protection from accidental discharge of pro-
hibited materials or other substances regulated by this Ordinance.
Facilities to prevent accidental discharge of prohibited materials
shall be provided and maintained at the owner or user's own cost and
expense. Detailed plans showing facilities and operating procedures
to provide this protection shall be submitted to the Town Vor review,
and shall -be approved by the Town before construction of the facility.
All existing Users shall complete such a plan by January 1, 198 .
No user who commences contribution to the PO TW after the effective
date of this ordinance shall be permitted to introduce pollutants into
the system until accidental discharge procedures have been approved by
the Town. Review and approval of such plans and operating procedures
shall not relieve the industrial user from the responsibility to
modify the user"s facility as necessary to meet the requirements of thi
Ordinance. In the case of an accidental discharge, it is the res-
ponsibility of the user to immediately telephone and notify the POTW
of the incident. The notification shall include location of discharge,
type of waste, concentration and volume, and corrective actions.
Written Notice. Within five (5) days following an,accidental discharge
the User shall submit to the Appropriate Authoritya detailed written
report describing the cause of the discharge and the measures to be
taken by the User to prevent similar future occurrences. Such notifi-
cation shall not relieve the user of any expense, loss ar damage.
12

SECTION 3
3.1 Private Wastewater Disposal
Where a public sanitary or combined sewer is not available under the
provisions of Section 2.1.41 the building sewer shall be con-
nected to a private wastewater disposal system complying with the
provisions of this article.
Before commencement of construction of a private wastewater disposal
system the owner(s) shall first obtain a written permit signed by the
Appropriate Authority. The application for such permit shall be made
on a form furnished by the town , which the applicant shall supplement
by any plans, specifications, and other information as are deemed nec-
essary by the Appropriate Authority. A permit and inspection fE.e of
two (2) percent of estimated cost shall be paid to the town at the
time the application is filed.
A permit for a private wastewater disposal system shall not become
effective until the installation is completed to the satisfaction
of the Appropriate Authority. The Appropriate Authority shall be
allowed to inspect the work at any stage of construction, and, in
any event, the applicant for the permit shall notify the Appropriate
Authority when the work is ready for final inspection, and before
any underground portions are covered. The inspection shall be made
within forty-eight (48) hours of the receipt of notice.
The type, capacities, location, and layout of a private wastewater
disposal system shall comply with all recommendations of the de-
partment of public health of the State of North Carolina. No permit
shall be issued for any private wastewater disposal system employing
subsurface soil adsorption facilities where the area of the lot is
less than ten thousand square feet. No septic tank or cesspool shall
be permitted to discharge to any natural outlet.
At such time asa public sewer becomes available to a property served
bya private wastewater disposal system, as provided in Section 3.1,
above, a direct connection shall be made to the public sewer
within sixty (60) days in compliance with this ordinance, and any
septic tanks, cesspools, and similar private wastewater disposal
facilities shall be cleaned of sludge and filled with suitable materia
The owners shall operate and maintain the private wastewater disposal
facilities in a sanitary manner at all times, at no cost to the town.
No statement contained in this article shall be construed to inter-
fere with any additional requirements that may be imposed by the
Health Officer.

SECTION 4 - ADMINISTRATION
4.1 Wastewater Dischar&2rs
It shall be unlawful to discharge without atown permit to any natural
outlet within the "rawn o(' Clyde, , or in any area under the jurisd ktio[l
of said town, and/or to the POTW any wastewater except as authorized
by the Appropriate Authority in accordance with the provisions of this
Ordinance.
4.2 Wastewater Contribution Permits
4.2.1 General Permits
All significant users proposing to connect to or to contribute
to the POTW shall obtain a Wastewater Discharge permit before
connecting to or contributing to the POTW. All existing signif-
icant users connected to or contributing to the POTW shall obtain
a Wastewater Contribution Permit within 180 days after the
effective date of this"Ordinance.
4.2.2 Permit Application
Users required to obtain a Wastewater Contribution Permit shall
complete and file with the Town, an application in the form pre-
scribed by the Town, and accompanied by a fee of
Existing users shall apply for a Wastewater Contribution Permit
within 30 days after the effective date of this Ordinance, and
proposed new users shall apply at least 90 days prior to connect-
ing to or contributing to the POTW. In support of the applica-
tion, the user shall submit, in units and terms appropriate for
evaluation, the following information:
a) Name, address, and location, (if different from the address);
b) SIC number according to the Standard Industrial Classificatioi
Manual, Bureau of the Budget, 1972, as amended;
c) Wastewater constituents and characteristics including but not
limited to those mentioned in Section 2 of this Ordinance as
determined by a reliable analytical laboratory; sampling and
analysis shall be performed in accordance with procedures
established by the EPA pursuant to Section 304(g) of the Act
and contained in 40 CFR, Part 136, as amended;
d) Time and duration of contribution;
e) Average daily and 3 minute peak wastewater flow rates, in-
cluding daily, monthly and seasonal variations if any;
f) Site plans, floor plans, mechanical and plumbing plans and
details to show all sewers, sewer connections, and appurten-
ances by the size, location and elevation;
14

g) Description of activities, facilities and plant processes on
the premises including all mat,urialn which am or could ho
discharged;°°
h) Where known, the nature, and concentration of any pollutants
in the discharge which are limited by anyTgwn, State, or
Federal Pretreatment Standards, and a statement regarding
whether or not the pretreatment standards are being met on
a consistent basis and if not, whether additional Operation
and Maintenance (0&M) and/or additional pretreatment is re-
quired for the User to meet applicable Pretreatment Standards.
i) If additional pretreatment and/or 0&M will be required to
meet the Pretreatment Standards; the shortest schedule by which
the User will provide such additional pretreatment. The com-
pletion date in this schedule shall not be later than the
compliance date established for the applicable Pretreatment
Standard:
The following conditions shall apply to this schedule:
(1) The schedule shall contain increments of progress in the
form of dates for the commencement and completion of major.
events.leading to the construction and operation of additional
pretreatment required for the User to meet,the applicable
Pre-
treatment Standards (e.g., hiring an engineer, completing pre-
liminary plans, completing final plans, executing contract for
major components, commencing construction, completing con-
struction, etc.)
(2) No increment referred to in paragraph (1) shall exceed 9
months.
(3) Not later than 14 days following each date in the sch-
edule and the final date for compliance, the User shall submit
a progress report to the Appropriate Authority including, as
a minimum, whether or not it complied with the increment of
progress to be met on such date and, if not, the date on which
it expects to comply with this increment of progress, the
reason for delay, and the steps being taken by the User to
return the construction to the schedule established. In no
event shall more than 9 months elapse between such progress
reports to the Appropriate Authority.
j) Each product produced by type, amount, process or processes
and rate of production;
k) Type and amount of raw materials processed (average and maximui
per day);
1) Number and type of employees, and hours of operation of plant
and proposed or actual hours of operation of pretreatment
system;

m) Any other informaLion an may 1w dc(.1111ed Icy Lh(! lows h)I
necessary to evaluate the permit application.
The Town will evaluate the drrt,-1 furnished by the user and may require
additional information. AI'Ler evaluaLion and accopLance of t.hu (IFaLa
furnished, the Town may issue a Wastewater Contribution Permit subject
to terms and conditions provided herein.
4.2.3 Permit Modifications
Within 9 months of the promulgation of a National Categorical Pretreat-
ment Standard, the Wastewater Contribution Permit of Users subject to
such standards shall be revised to require compliance with such stand-
ard within the time frame prescribed by such standard. Where a User,
subject to a National Categorical Pretreatment Standard, has not pre-
v pusly submitted an application} for a Wastewater Contribution Permit
as rpgpired by 4.2.2, the User §hall apply for a Wastewater Contri.butio
Permit within 1i0 days after the promulgation of the Applicable Nationa
Categorical Pretreatment Standard. In addition, the User with an exist
ipg waptewater Contribution Permit shall submit to the Appropriate
Ap.thprity within 180 days after the promulgation of an applicable
FO:deral Categorical Pretreatment Standard the information required by
pprafr4ph (h) and (i) of Section 4.2.2.
4.2.4 Permit Conditions
Wastewater Discharge Permits shall be expressly subject to all pro-
v1sions of this Ordinance and all other applicable regulations, user
charges and fees established by the Town. Permits may contain the
following:
a) The unit charge or schedule of user charges and fees for the waste-
water to be discharged to a community sewer;
b) Limits on the average and maximum wastewater constituents and
characteristics;
c) Limits on average and maximum rate and time of discharge or re-
quirements for flow regulations and equalization.
d) Requirements for installation and maintenance of inspection and
sampling facilities; Y
e) Specifications for monitoring programs which may include sampling
locations, frequency of sampling, number, types, and standards for
tests and reporting schedule;
f) Compliance schedules;
g). Requirements for submission of technical reports or discharge
reports (see 4.3);
h) Requirements for maintaining and retaining plant records relating
to wastewater discharge as specified by the Town , and affording
Town access thereto;
I f.

ij Requirements for notification of the Town or any new introducLAL)"
of wastewater constitutents or constibuteachany su
ange
svolume
e
or character of the wastewater
ntroducdnL�
the wastewater treatment system.
ja Requirements for notification of slug discharges as per 5.2;
11Other conditions as deemed appropriate by the Town to ensure
compliance with this Ordinance.
4.2.5 Permits Duration
Permits shall be issued for a specified time period, not to exceed
issued for a period
five (5) years. A permit may be less than a
year or may be stated to expire on a specific date. riorstostheer sexll
apply for permit reissuance a minimum of 180 days p
� permit. The terms and conditions of
piration of the user's existing P the lovan during the term
the permit may be subject to modification by
of the permit as limitations or requiremenThcaUsedrsshallebelinformedn 2
are modified or other just cause exis prior to the
of any proposed changes in his permit at least 30 days p permit
affective date of.change. .Any changes or new conditions in the
shall Include a reasonable time schedule for compliance.
.26 Permi Transfer
stew4ter Aipcharge Permits are }ssued to a specific Usep for a
tiop. A Wastewater discharge permit shall not be re-
gpif$c ope'a different
jop�gngd or transferred or sold to a new owner, new User,
of the
V11
elpises, or a new or changed operation without the approval
the terms
qAny succeeding owner or Uspr shall also comply
' ditions of the existing permit.
� cord
e rt'n Re uirements for Permittee
Compliance Date Report
0 days following the date for final compliance with applicable
Vithin 9 Y following
pretreatment Standards or, in the case of a New Source, any User
pommencement of the introduction of wastewater entsintothe Po
shall submit to the
subject to Pretreatment Stan ature and concentration
Appropriate Authority a report indicating the nulured process which are
of all pollutants in the discharge from the reg.
limited by Pretreatment Standards anduRequiiementsn theUand the
average
and
maximum daily flow for these process
Requirements. The report
.are ly which
imited by such Pretreatment Standards me
shall state whether the applicable Pretreatment Standards or what additional
ents are being met on a consistent basis and, if
User into compliance
Q&M and/or pretreatment is necessary to gThis
With the applicable Pretreatment Standards orRequire enthe Industrials
anent shall be signed by anauthorized fessional.
User', and. certified to by aqualified pro
17

4.3.2 Periodic Compliance Report
(1) Any User subject to a Pretreatment Standard, after the com-
pliance date of such PruLruaLuu;rnL ;,Landard, or, in the: ca.,;i; of
a New Source,- after commencement of the discharge into the PUTW,
shall submit to the Appropriate: Authority during; the months of
June and December, unless required more frequently in the Pre-
treatment Standard or by the Appropriate Authority, a report
indicating the nature and concentration, of pollutants in the
effluent which are limited by such Pretreatment Standards. In
addition, this report shall include a record of all daily flows
which during the reporting period exceeded the average daily
flow reported in paragraph (b) (4) of this -section. At the
discretion of the Appropriate Authority and in consideration of
such factors as local high or low flow rates, holidays, budget
cycles, etc., the Appropriate Authority may agree to alter the
months during which the above reports are to be submitted.
(2) The Appropriate Authority may impose mass limitations on Users
which are using dilution to meet applicable Pretreatment Standards
or Requirements, or in other cases where the imposition of mass
limitations are appropriate. In such cases, the report required
by subparagraph (1) of this paragraph shall indicate the mass of
pollutants regulated by Pretreatment Standards in the effluent of
the User. These reports shall contain the results of sampling anc
analysis of the discharge, including the flow and the nature and
concentration, or production and mass where requested by the
Appropriate Authority, of pollutants contained therein which are
limited by the applicable Pretreatment Standards. The frequency
of monitoring shall be prescribed in the applicable Pretreatment
Standard. All analysis shall be performed in'accordance with
procedures established by the Appropriate Authority pursuant to
section 304(g) of the Act and contained in 40 CFR, Part 136 and
amendments thereto or with any other test procedures approved by
the Appropriate Authority. Sampling shall be'performed in accord-
ance with the techniques approved by the Appropriate Authority.
(Comment: Where 40 CFR, Part 136 does not include a sampling
or analytical technique for the pollutant in question sampling
and analysis shall be performed in accordance with the pro-
cedures set forth in the EPA publication, Sampling and
Analysis Procedures for Screening of Industrial Effluents for
Priority Pollutants, April, 1977, and amendments thereto, or
with any.other sampling and analytical procedures approved
by the Appropriate Authority.)
I

4.4 Monitoring Facilities
The Town shall require to be provided irld operated at LhO Usur' ,. own
expense, monitoring faciliLies to al luw in.•{"cL ion, ampl ► n�;, arid f luw
measurement of the bui.ldi.ng sewer and/or internal drainage systems.
The moniLoririg I'd cili Ly afI`)uwhc�sIII
uch I a location would be impractical
premises , but the Town may, when
or cause undue hardship on the User, allow the facility to be con-
structed in the public street or sidewalk area and located so that it
will not be obstructed by landscaping or parked vehicles.
There shall be ample room in or near such sampling manhole or facility
to allow accurate sampling and preparation of samples for analysis.
The facility, sampling, and measuring equipment shall be maintained at
all times in a safe and proper operating condition at the expense of
the user.
Whether constructed on public or private property, the sampling arid
monitoring faci.'lities shall be provided in accordance with the Town's
requirements and all applicable local construction standards and speci-
fications. Construction shall be completed within 90 days following
written notification by the Town.
4,5 Inspection and Sampling
The Town shall inspect the facilities of any User to ascertain whether
the purpose of this Ordinance is being met and all requirements are
being complied with. Persons or occupants of premises where waste-
water is created or discharged shall allow the Town or their represent-
ative ready access at all reasonable times to all parts of the premises
for the purposes of inspection, sampling. records examination or in the
performance of any of their duties. The Town, Approval Authority and
(where the NPDES State is the Approval Authority). EPA shall have the
right to set up on the User's property such devices as are necessary
to conduct sampling inspection, compliance monitoring and/or metering
operations. Where a User has security measures in force which would
require proper identification and clearance before entry into their
premises, the User shall make necessary arrangements with their
security guards so that upon presentation of suitable identification,
personnel from the Town, Approval Authooity and EPA will be permitted
to enter, without delay, for the purposes of performing their specific
responsibilities.
4.6 P•retreatment
Users shall provide necessary wastewater treatment as required to compl
with this Ordinance and shall achieve compliance with all Federal
Categorical Pretreatment Standards within the time limitations as
specified by the Federal Pretreatment Regulations. Any facilities
required to pretreat wastewater to a level acceptable to the Town shall
be provided, operated, and maintained at the User's expense. De-
tailed plans showing the pretreatment facilities and operating procedur
shall be submitted to the Town for review, and shall be acceptable to
the Town before construction of the facility. The review of such plan!
and operating procedures will in no way relieve the user from the res-
ponsibility of modifying the facility as necessary to produce an efflu-
ent acceptable to the Town under the provisions of this Ordinance.
19

Any subsequent changes, in the pretreatment facilities or method of
operation shall be reported to and be'acceptable to the Town prior
to the user's initiation of the changes.
The Town shall annually publish in the Mountaineer
newspaper a list -of the Users which were not in compliance with any
Pretreatment Requirements or Standards at least once during the 12
previous months. The notification shall also summarize any enforce-
ment actions taken against the user(s) during the same 12 months.
All records relating to compliance
be made available to'officials of
request.
4.7 Confidential Information
with Pretreatment Standards shall
the EPA or Approval Authority upon
Information and data on a User obtained from reports, questionnaires,
permit applications, permits and monitoring programs and from inspect-
ions shall be available to the public or other governental agency with-
out restriction unless the User specifically requests and is able to
demonstrate to the satisfaction of the Town that the release of such
information.would divulge information, processes or methods of product-
ion entitled to protection as trade secrets of the User.
When requested by the. person furnishing a report, the portions of a
report which might disclose trade secrets or secret processes shall not
be made available upon written request to governmental agencies for
uses related to this Ordinance, the National Pollutant Discharge
Elimination System (NPDES) Permit, State Disposal System permit and/or
the Pretreatment Programs; provided, however, that such portions of a
report shall be available for use by the State or any state agency in
judicial review or enforcement proceedings involving the person
furnishing the report. Wastewater constituents and characteristics will
not be recognized as confidential information.
Information accepted by the Town as confidential, shall not be trans=
mitted to any governmental agency or to the general public by the
Town until and unless a ten-day notification is given to the User.
20

SECTION 5 - ENFORCEMENT
5.1 Harmful Contributions
The Town may suspend the wastewater treatment service and/or a Waste-
water Contribution Permit When such suspension is necessary? in the
opinion of the Town in orc)er toy stop an act4al or threatened discharge
wpich presents or may present aq imminent or substantial endangerment
tp the health or welfare of persons, to the environment, causes Inter-
ferenpe to, the POTW or causes toe Town to violate any condition of
its NPDES Permit.
Apy person notified of a suspension of the wastewater treatment service
and/or the Wastewater Contribution Permit shall immediately stop or
eliminate the contribution. In the event of a failure of the person to
comply voluntarily with the suspension order, the Town shall take such
steps as deemed necessary including immediate severance of the sewer
connection, to prevent or minimize damage to the PoTw system 'or en-
dangerment to any individuals. The Town shall reinstate the Wastewater
Contribution Permit and/or the wastewater treatment service upon proof
of the elimination of the non -complying discharge. A detailed written
statement submitted by the user describing the causes of the harmful
contribution and the measures taken to prevent any future occurrence
shall be submitted to the Town within 15 days of the date of occurrence
5.2 Revocation of Permit
Any User who violates the following conditions of this Ordinance, or
applicable state and federal regulations, is subject to having his
permit revoked in accordance with the procedures of Section 5 of this
Ordinance:
a) Failure of a User to factually report the wastewater constituents
and characteristics of his discharge;
b) Failure of the User to report significant changes in operations,
or wastewater constituents and characteristics;
c) Refusal of reasonable access to the User's premises for the pur-
pose of inspection or monitoring; or,
d) Violation of conditions of the permit.
5.3 Notification of Violation
Whenever the Town finds that any. User has violated or is violating
this Ordinance, wastewater contribution permit, or any prohibition,
limitation of requirements contained herein, the Town may serve upon
such person a.written notice stating the violation.. Within 30 days of
the date of the notice, a plan for the satisfactory correction Q ereof
shall be submitted to the Town by the User.
21

5.4 Show Cause Hearing
5.4.1
The Town may order any User who causes or allows an unauthorized
discharge to enter the PON to show cause before the Board of Alderr,c!!
why the proposed enforcement action should not be taken. A notice
shall be served on the User specifying the time and place of a
hearing to be held by the Bd. of Aldermen regarding the violation,
the reasons why the action is to be taken, the proposed enforcement
action, and directing the User to show cause before the Board of
Aldermen why the proposed enforcement action should not be taken.
The notice of the hearing shall be served personally or by regist-
ered or certified mail (return receipt requested) at least (ten)
days before the hearing. Service may be made on any agent or
officer of a corporation.
5.4.2
The Bd. of Aldermenmay itself conduct the hearing and take the
evidence, or may designate any of its members or any officer or
employee of the (assilgned department) to:
a) Issue in the name of the Bd. of Aldermen notices of hearings
requesting the attendanpe and testimony of witnesses and the
production of evidence relevant to any matter involved in
suco hearings;
b) Take the evidence;
c) Transmit a report of the evidence and hearing, including
transcripts and other evidence, together with recommendations
to the Bd. of Alder•mE,n for action thereon.
5.4.3
At any hearing held pursuant to this Ordinance, testimony taken
must be under oath and recorded stenographically. The transcript,
so recorded, will be made available to any member of the public or
any party to the hearing upon payment of the usual charges thereof
5.4.4
After the Bd. of Aldermen has reviewed the evidence, it may issue
an order to the User responsible for the discharge directing that,
following a specified time period, the sewer service be discon-
tinued unless adequate treatment facilities, devices or other re-
lated appurtenances shall have been installed on existing treat-
ment facilities, devices or other related appurtenances are pro-
perly operated. Further orders and directives as are necessary
and appropriate may be issued.
22

5.5 Legal Action
If any person discharges sewage, industrial wastes or other wastes
into the Towns wastewater disposal system contrary to the provisions
of this Ordinance, Federal or State Pretreatment Requirements, or any
order of the Town, the Town Attorney may commence an action for appro-
priate legal and/or equitable relief in the (Circuit) Court of this
county.
SECTION 6 - PENALTY: COSTS
6.1 Civil Penalties
Any User who is found to have violated an Order of the Bd. of Aldermen or
who willfully or negligently failed to comply with any provision of
the orders, rules, regulations and permits issued hereunder, shall be
fined not less than (One Hundred Dollars) nor more than (One Thousand
Dollars) for each offense. Each day on which a violation shall occur
or continue shall be deemed a separate and distinct offense. In addi-
tion to the penalties provided herein, the Town may recover reasonable
attorneys' fees, court costs, court reporters' tees and other expenses
of litigation by appropriate suit at law against the person ('ound to
have violated this Ordinance or the orders, rules, regulatl.ons, and
permits issued hereunder.
,0.2 Falsifyin& Information
Any person who knowingly makes any false statements, representation
pr certification in any application, record, report, plan or other
document f1led or required to be maintained pursuant to this Ordinance
.or Wastewater Contribution Permit, or who falsifies, tampers wiLh, or
knowingly renders inaccurate any monitoring device or method required
ender this•Ordinance, shall, upon conviction, be punished by a fine of
,iot more than $1,000 or by imprisonment for not more than six (6)
lqonths, or by both.
SECTION 7- SEVERABILITY
If any provision, paragraph, word, section or article of this Ordi-
nance is invalidated by any court of competent jurisdiction, the re-
maining provisions, paragraphs, words, sections, and chapters shall
not be affected and shall continue in full force and effect.
SECTION 8 - CONFLICT
All other Ordinances and parts of other Ordinances inconsistent or
conflicting with any part of this Ordinance are hereby repealed to
the extent of such inconsistency or conflict.
23

SECTION 9 - B_UI_LDING SEWERS AND CONNECTIONS
No unauthorized persons shall uncovor, make ,any connections with or
opening into, alter, or disturb any public sewer or appurtenance there-
of without first obtaining a written permit from the Appropriate Authority.
There shall be one (1) class of building sewer permit. The owner(s)
or his agent shall make application on a special form furnished by th(--:
town. The permit application shall be supplemented by any plans,spec-
ifications, or other information considered pertinent in the judgment
of the Appropriate Authority. A permit and inspection fee of five
($5.00) dollars for a building sewer permit and shall be paid to the
town at the time the application is filed.
All costs and expenses incidental,to the installation and connection
of the building sewer shall be borne by the owner's). The owner(s)
shall indemnify the town. from any loss or damage that may directly or
indirectly be occasioned by the installation of the building sewer.
A separate and independent building sewer shall be provided for every
building; except where one building stands at the rear,of another on
an interior lot and. no private sewer is available or can be constructed
to the rear building through and adjoining alley, court, or driveway,
the front building may be extended to the rear building and the whole
considered as one building sewer, but the town does not and will not
assume any obligation or responsibility for damage caused by or result-
ing from any such single connection aforementioned.
Old building sewers may be used in connection with new buildings only
when they are found, on examination and test by the Appropriate Author-
ity, to meet all requirements of this Ordinance.
The size, slope,aligment, materials of construction of a building
sewer, and the methods to be used in excavating, placing of the pipe,
jointing, testing, and backfilling the trench, shall all conform to
the requirements of the building and plumbing code or other applicable
rules and regulations of the State of North Carolina.
Whenever possible, the building sewer shall be brought to the building
at 'an elevation below the basement floor. In all buildings in which
any building drain is too low to permit gravity flow to the public
sewer, sanitary sewage carried by such building drain shall be lifted
by an approved means and discharged to the building sewer.
No person(s) shall make connection of roof downspouts, foundation drains,
areaway drains, or other sources of surface runoff or` groundwater to a
building sewer or building drain which in turn is connected indirectly
or directly to a public sanitary sewer unless such connIection is approved
by the Appropriate Authority for purposes of disposal of polluted sur-
face drainage.

The connection of the building sewer into the public sewer shall con-
form to the requirements of the building and plumbing code or other,
applicable rules and regulations of the State of North Carolina. All
such connections shall be made gas tighL and wilLOW L L911L aril vur i I' i ud
by proper testing. Any deviation from the prescribed procedures and
materials must be approved by the Appropriate Authority before insLall-
ation.
The applicant for the building sewer permit shall notify the Appropriat
Authority -when the building sewer is ready for inspection and connoctio
to the public sewer. The connection and testing shall be made under th
Appropriate Authority or his representative.
All excavations for the building sewer installation shall be adequately
guarded with barricades and lights so as to protect the public from
hazard. Streets, sidewalks, parkways, and other public property dis-
turbed in the course of the work shall be restored in a manner satis-
factory to the town..
SECTION 10 - USE OF PUBLIC SEWERS
No person(s) shall discharge or cause to be discharged any polluted
waters such as stormwater, groundwater, roof runoff, subsurface drain-
age, or cooling water to any sewer, except stormwater runoff' from
limited areas, which stormwater may be polluted at times, may be dis-
charges to the sanitary sewer by permission of the Appropriate Authorit
Stormwater other than that exempted under Paragraph 1, and
all other unpolluted drainage shall be discharged to such sewers as are
specificially designated as combined sewers or storm sewers or to a
natural outlet approved by the Appropriate Authority and other re-
gulatory agencies.
Unpolluted industrial cooling sewer or process sewers may be dis-
charged, on approval of the Appropriate Authority, to a storm sewer,
combined sewer, or natural outlet.
No person(s) shall discharge or cause to be discharged any of the
following described sewers or wastes to any public sewers:
(a) Any gasoline, benezine, naptha, fuel oil, or other flammable or
explosive liquid, solid or gas.
(b) Any sewers containing toxic or poisonous solids, liquids, or
gases in sufficient quantity, either singly or by interaction
with other wastes, to injure or interfere with any waste treat-
ment process constitute a hazard to humans or animals, create a
public nuisance, or create any hazard in the receiving sewer's of
the wastewater treatment plant.
(c) Any sewers or wastes having a p1l lower than 5.5. or having any
other corrosive property capable of causing damage or hazard to
structures, equipment, and personnel.of the wastewater works.

(d) Solid or viscous substance in quani.ties or of such size cabable
of causing obstruction to the flow in sewers, or other, inter-
ference with thn proper operation or the waitewztnr facilities
such as, but not limited to, ashes, bones, cinders, sand, mus,
straw, shavings, metal, glass, rags, feathers, tar, plastics,
wood, unground garbage, whole blood, paunch manure, hair and
fleshings, entrails and paper dishes, cups, milk containers, etc.,
either whole or ground by garbage grinders.
The following described substances, materials, sewers, or waste shall
be limited in discharges to municipal systems to concentrations or
quantities which will not harm either, the sewers, wastewater treatment
process or equipment, will not have an adverse effect on the receiving
p
stream; or will not otherwise endanger lives, limb,.ublic property, or
constitute a nuisance. The Appropriate Authority may set limitations
lower than the limitations established in the regulations below is in
his opinion such severe limitations are necessary to meet the above
objectives. In forming his opinion as to the acceptability, the
Appropriate Authority will give consideration to such factors as the
quantity of subject waste in relation to flows and velocities in the
sewers, materials of construct -ion of the sewers, the wastewater, treat-
ment process employed, capacity of the wastewater treatment plant, de-
gree of treatability of t'-'.e waste. in the wastewater,treat.ment plant,
and other pertinent factors. The limitations or restrictions on -mat-
erials or characteristics of waste or wastewaters discharged to the
sanitary sewer which shall not be violated without approval of the
Appropriate Authority are as follows:
(a) Wastewater containing more than 25 milligrams per liter of
petroleum oil, nonbiodegradable cutting oils, or product of
mineral oil
(b) Wastewater having a temperature higher than 1500 Fahrenheit
(650 Celsius).
(c) Wastewater from industrial plants containing floatable oils,
fat, or grease.
(d) Any garbage that has not been properly shredded (see Section I,
Item No. 46. Garbage grinders may be connected to sanitary
sewers from homes, hotels, institutions, restaurants, hospitals,
catering establishments, or similar places where garbage originate
from the preparation of food in kitchens for the purpose of con-
sumption on the premises or when served by caterers.
(e) Any sewers or wastes containing iron, chromium, copper, zinc, and
similar objectionable or toxic substances to such degree that any
such material received in the composite wastewater at the waste-
water treatment plant exceeds the limits established by the
Appropriate Authority for such materials.
(f) Any sewers or wastes containing odor -producing substances exceedir
limits which may be established by the Appropriate Authority.
(g) Any radioactive wastes or isotopes of such half-life or concent-
ration as may exceed limits established by the Appropriate Authori
ty in compliance with applicable State or Federal regulations.
26

(h) Ouanties of flow, concertrations, or both which are constitute a
"slug" as defined herein.
(i.) Sewers or wastes containing substance which are riot amendable to
treatment or reduction by Lhe wastewater LreatmeriL procuss(,-Ss
employed, or are amendable; Lo troaLmont, only to such degree., that.
the wastewater treatment plant effluent cannot meet the require-
ments of other agencies having jurisdiction over discharge to the
receiving sewers.
(j) Any seyrer or wastes which, by interaction with sever or wastes in
the public sewer system, release obnoxious gases from solids
which interfere with the collection system, or create a condition
deleterious to structures and treatment processes.
If any sewers or wastes are discharged or are proposed to be discharged
to the public sewers, which sewers contain the substances or possess th.
characteristics enumerated in Paragraph 4 of this section, and which is
the judgment of the Appropriate Authority, may have a deleterious ef-
fect upon the wastewater facilities, processes, equipment, or receiving
waters, or which otherwise create a hazard to life orconstitute a publi.
nusance, the Appropriate Authority may:
(a)
Reject
the wastes.
(b)
Require
pretreatment to
an acceptable condition for discharge to
the public
sewers.
(c)
Require
control over the
quantities and rates of discharge and/or
(d)
Require
payment to cover
added cost of handling and treating the
wastes
not covered by existing
taxes or sewer changes under the
provisions
of Paragraph
9 of this section.
When considering the above alternatives, the Appropriate Authority
shall give consideration to the economic impact of each alter-
native on the discharger. If the Appropriate Authority permits
the pretreatment or equalization of waste flows, the design and
installation of the plants and equipment shall be subject to the
review and approval of the Appropriate Authority.
Grease, oil, and sand interceptors shall be provided when, in the
opinion of the Appropriate Authority, they are necessary for the proper
handling of liquid wastes containing floatable grease in excessive
amounts, as specified in Paragraph 4(c),or any flammable wastes sand
or other harmful ingredients; except that such interceptors shall not
be required for private living quarters or dwelling units. All inter-
ceptors shall be a type and capacity approved by the Appropriate
Authority, and shall be located as to a readily and easily accesible
for cleaning and inspection. In the maintaining of these interceptors
the owner(s) shall be responsible for the proper removal and disposal
by appropriate means of the captured materials and shall maintain re
cords of the dates, and means of disposal which are subject to review
by the Appropriate Authority. Any removal and hauling of the collected
materials not performed by the owner(s) personnel must be performed
by currently licensed waste disposal firms.
Where pretreatment or flow -equalizing facilities are provided or re-
quired for any sewers or wastes, they shall be maintained continously
in satisfactory and effective operation by the owner(s) at his expense.
P7

The Appropriate Authority may require a user of sewer services to
provide information needed to determine compliance with this ordiance.
These requirements may include:
(1) Wastewaters discharge peak rate: and volume over a specified
time period.
(2) Chemical analyses of wastewaters.:
(3) Information on raw materials, processes, and products affectin�r
wastewater volume and quality.
(4) Quantity and disposition of specified liquid, sludge, oil, mud,
solvent, or other materials important to sewer use control.
(5) A plot plan of sewers of the user's property showing sewer and
pretreatment facility location.
(6) Details of wastewater pretreatment facilities.
(7) Details of systems to prevent and Control the losses of materials
through spills to the municipal sewer.
All measurements, tests, and analyses of the characteristics of sewers
and wastes to which reference is 'made in this ordinance shall be deter-
mined in accordance with toe latest edition of "Standard Methods for the
E*aminatiop of Sewer and Wastewater", published by the American Public
)-iealth Asspciation. Sampling methods, locations, times, durations, and
frequenciep are to be determined, on an individual basis subject to ap-
proval by ;the Appropriate Authority.
No statement contained in this article shall be construed as preventing
4py special agreement or arrangement between the Town and any owner or
Concern whereby a waste of unusual strength or character may be accepter
h the towp for treatment.
No person(s) shall maliciously, willfully, or negligently break, damage
destroy, uncover, defact or tamper with any structure, appurtenance or
equipment which is a part of the wastewater facilities. Any person(s)
violating this provision shall be subject to immediate :arrest under
charge of disorderly conduct.
SECTION 11 - POWERS AND AUTHORITY.OF INSPECTORS
The Appropriate Authority and other duly authorized employees of the
town bearing proper credentials and identification shall be permitted
to enter all properties for the purpose of inspection, observation,
measurement, sampling, and testing pertinent to discharge to community
system in accordance with the provisions of this Ordinance.
While performing the necessary work on private properties referred to
in Section II, Paragraph 1,above, the Appropriate Authority or duly
authorized employees of the town shall observe all safety rules appli-
cable to the premises established by the owner or concern, and the owne
or concern shall be held harmless for injury or death to the town em-
ployees, and the town shall indemnify the owner or concern against loss
or damage to its property by town employees and against liability claim
and demands for personal injury or property damage asserted against the
owner or concern and growing out of the gauging and sampling operation,
except as such may be caused by negligence or failure of the owner or
concern to maintain safe conditions as required in Section 10, Paragrap)
8.

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SECTION 14 - EFFECTIVE DATE
This Ordinance shall take effect and be in force from and after its
adoption by the Board of Aldermen of the Town of Clyde this the
day of - -- - - , 1986.
A. Roland Leatherwood Peggy Green
Mayor Town Clerk
30

State of North Carolina
Department of Environment
and Natural Resources
Division of Water Quality
Michael F. Easley, Governor
William G. Ross, Jr., Secretary
Kerr T. Stevens, Director
March 21, 2001
Town of Canton
A.B. Matthews, Assistant Town Manager
PO Box 987
Canton, NC 28716
Subject:
Dear Mr. Matthews:
e��
NCDENR
NORTH CAROLINA. DEPARTMENT OF
ENVIRONMENT AND NATURALRESOURCES
Application No. WQCS0030 7
Additional Information Request
Wastewater Collection System
Haywood County
The Non -Discharge Permitting Unit has conducted a preliminary review of the subject permit
application package. I greatly appreciate the staff at the Town of Canton taking the time to meet
with me on February 21, 2001 to discuss the wastewater collection system program and the
application submitted by the Town. In that meeting we discussed information that would be
needed in addition to'that already submitted in order to process the permit application. In
addition, we discussed the permit and conditions in the permit that would require the Town to
possibly change its current method of inspection, maintenance, and record keeping, etc.
Below I have listed the items that must be submitted in response to this letter. Please submit
these items in triplicate to my attention at the address below by April 31, 2001. I will then
discuss other issues that were addressed in the meeting on February 21, 2001. Finally, I am also
attaching.a template of the wastewater collection system permit. It is essential that you and your
staff again review this document carefully and make not of changes to your current program that
will need to be made, as well as making note of any conditions not already discussed in this letter
that will be problematic for the Town. The additional information to be submitted are itemized
below:
In order to meet Condition I.2 of the permit, please provide a list of collection lines
that are currently identified as having inadequate capacity and likely to have Sanitary
Sewer Overflows (SSOs) until rehabilitated or replaced. With this list'hiust be
submitted documentation (evaluations by consultants, spill reports etc.) to show how
it was determined that the -specific section of collection line has capacity inadequacies
(you may refer to documents already submitted with your application). You must
also provide a scheduled date for when each line will be rehabilitated or replaced to
solve the current problem. The scheduled dates should be reasonable and you should
be able to provide justification for each date.
2. Please submit a written grease educational program. This program should include
current and future efforts and should be tailored to the Town of Canton's specific
needs and abilities. Please include copies of any current grease educational material
developed by the Town.
1617 Mail Service Center, Raleigh, North Carolina 27699-1617 Telephone [phone] FAX [phone]
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M
3. Per permit condition I.10, each pump station MUST have BOTH audible and visual
alarms present and working. UNLESS there is a telemetry SCADA system with
automatic poling for signal at the pump station. Pump stations without telemetry
SCADA systems or visual and audible alarms must immediately be retrofitted. Please
provide a list of any pump stations that are currently not supplied with working visual
and audible alarms OR telemetry SCADA with automatic poling for the signal and a
date that these pump stations will be retrofitted.
4. The locations of all high priority lines will be referenced in your collection system
,xpermit. Your application identified six high priority lines: Champion Drive Lift
Station force main, Forest Hill force main, Beaverdam Creek, Plus Laundry force
main and gravity line, Pigeon Street force main, Smathers Branch and Pigeon Streat
Ball Field. The Division's definition of a high priority line according to 15A NCAC
2H .0227 is as follows: Any aerial line, sub -waterway crossing, line contacting
surface waters, siphon, line positioned parallel to streambanks that are subject to
eroding in such a manner that may threaten the sewer line. Please review the above
list again and acid any other lines as necessary.
5. All Rights —of-way must be maintained to allow accessibility for preventative
maintenance and emergency situations. If there are currently any portions of the
collection system that are inaccessible by maintenance and emergency equipment
please identify those in response to this letter. For each identified section please
provide a plan and schedule to establish accessibility, or an alternate method of
properly maintaining that portion of the system.
Below I have listed the items that we discussed during our meeting on February 20, 2001. These
items do not need to be submitted but should be in place prior to receiving the permit. Please
inform me if you have any questions or comments regarding any of these items:
Please note that the permit will require a written contingency plan to be developed for
each pump station in case of pump failure. These plans should be available to staff at
all times and should clearly identify the steps they are to take in case of a pump
failure.
2. We discussed that staff was currently developing an inventory of spare parts list.
Please note Conditions H.S. and II.6. that require a minimum number of spare pumps
to be kept on hand for any pump stations without pump reliability.
3. I've enclosed an outline of all inspections, logs and record keeping that will be
required in the permit. We discussed record keeping during our meeting. Currently
the Town has records of work orders and has begun pump station inspection records.
There will be record -keeping that will have to be added to the existing program and
some existing logs and/or inspections may need to be modified to include all items to
be inspected/tested as required by the permit.
4. You noted that the Town is currently seeking funding to do a detailed mapping of the
collection system. Please note that in lieu of this grant funding, a minimum of 10
percent of the system must be mapped each year. Items required on the map are listed
in Condition I11.3 of the attached permit.

A
5. The Division of Water Quality highly recommends fencing around pump stations to
restrict unauthorized entry whenever possible. At a minimum all components of
pumps stations must be restricted. This includes locking all wetwell and drywell
covers, locking all power and control boxes. During our site inspection, we noted
some pump stations that were not secured. Please note that this is a condition of the
permit and will be required once the permit is issued.
As mentioned above, I am attaching a template of the wastewater collection system permit. It is
essential that your staff review this document carefully again and make note of any conditions
not already discussed in this letter that will be problematic for the Town of Canton. Please
submit a list of any Conditions not already discussed with your response to the letter.
Please be aware that you are responsible for meeting all requirements set forth in North Carolina
rules and regulations. Any oversights that occurred in the review of the subject application.
package are still the responsibility of the applicant. In addition, any omissions made in
responding to the above items may result in future requests for additional information.
Please reference the subject application number when providing the requested information.
Three copies of all revised and/or additional documentation should be submitted to my attention
at the address above. Please note that failure to provide this additional information on or before
the above requested date may result in your application being returned as incomplete.
If you have any questions regarding this request, please do not hesitate to contact me at (919)
733-5083, extension 502. Thank you for your cooperation.
Sincerely,
f
Sue Homewood
Non -Discharge Permitting Unit
Cc: opt+l- 1: a�wa�Asheville Regional Office, Water Quality Section
Permit Application File WQCS00307

State of North Carolina
Department of Environment
and Natural Resources
Division of Water Quality
James B. Hunt, Jr., Governor
Bill Holman, Secretary
KerrT. Stevens, Director
A ��
NCDENR
-40 NORTH CAROLINA DEPARTMENT OF
("�VIRONMENT AND NATURAL RESOURCES
January 4, 200�
V .-
MEMORANDUM
�-
TO: Forrest Westall
Asheville Regional Office
FROM: Sue Homewood
17110
SUBJECT: Collection System Permit Application
Canton Collection System
! .a
WQCS00307 (subject to change)
The subject collection system permit application was received by the central office on 1/3/2001. Since
the collection system permitting program is new, the central office would like to visit most of the
systems applying for a permit with a regional inspector. Please plan to visit the Town of Canton
collections stem with me within 60 days if possible. I can be contacted at 919/733-5083 x 502 to
coordinate visitation schedules. We would also appreciate your review of the enclosed application.
Submit any comments to us no later than 30 days after our site visit so we can process the permit
before the statutory date of 4/3/2001. The permit application enclosed can be kept for your records.
A copy of the draft permit will be forwarded for final comments and the final permit will be sent to you
upon issuance. If you have any questions, don't hesitate to contact me. Thank you.
Enclosure
Cc: Permit File
1617 Mail Service Center, Raleigh, North Carolina 27699-1617 Telephone [phone] Fax [phone]
An Equal Opportunity Affirmative Action Employer 50% recycled/10% post -consumer paper

I
Town of Canton
Wastewater Collection System
Permit
Application
-AATER

PATRICK U. SMATHERS, Mayor
MICHAEL B. MY, Alderman
C. G. CRAWFORD, Alderman
TED WOODRUFF, Alderman
BILL D. EDWARDS, Alderman
December 18, 2000
Gentlemen:
aGGYje Tobun of Q[Ianton, R*(4C*
Office ofMayor and Board of Aldermen
RECE�IEO
,AN .3 zebl
xv SECTS
WA��Q�p�m
Enclosed herewith is the Town of Canton's application for a wastewater collection system permit. As
you will note, the Town of Canton does not own their own treatment facility, rather this service is
contracted from and provided by Blue Ridge Paper Products Inc. (NPDES # NC0000272). While the
Town and Blue Ridge have historically cooperated, there has been a concerted effort over the past
several years, and especially during the past year to insure that adequate measures are being taken to
insure the proper collection and treatment of wastewater and resulting discharge.
Much of the collection system is antiquated. Substandard line size, piping materials and manholes
coupled with inadequate mapping and related documentation has made maintenance, repair and
replacement a difficult task. The Town has been aggressively trying to meet these challenges. Camera
equipment has been purchased, a new water jet sewer cleaning machine was acquired during this fiscal
year, vacuum cleaning machines are being evaluated, and cellular alarm telemetry for pump stations
have been ordered. A Sewer Spill Response Plan, a Sewer System Operation and Maintenance Plan, as
well as a Grease Control Ordinance and inspection program have been implemented. A multi -year
Capital Improvements Plan has been developed and application(s) for funding have been submitted to
conduct a comprehensive sewer system evaluation and mapping program.
As you will note, this application has been constructed to follow the application form format. All
documents, maps, etc. have been inserted in order with no attachments or addenda required. If there are
resulting questions, or additional information or documentation is required, it can be provided under
separate cover.
Respectfully Submitted,
A.B. Matt ews, Assistant Manager

State of North Carolina
Department of Environment
and Natural Resources
Division of Water Quality
James B. Hunt, Jr., Governor
Bill Holman, Secretary
Kerr T. Stevens, Director
October 23, 2000
CERTIFIED MAIL
William G. Stamey
Town of Canton
P.O. Box 987
Canton, NC 28716
Dear Mr. Stamey:
/ • •
10
099W;kv A���
NCDENR
NORTH CAROLINA DEPARTMENT OF
ENVIRONMENT AND NATURAL RESOURCES
You are hereby notified that in accordance with the North Carolina Clean Water Act of 1999, S.L. 1999 c. 329, s.
11.2, an application for coverage under a Wastewater Collection System Permit for your Canton Collection System must be
submitted. Upon receipt of this letter, your facility has sixty (60) days to submit the attached application and all supporting
documentation (15A NCAC 2H .0227). Failure to submit the application as required may subject your facility to a civil
penalty and other enforcement actions for each day the facility is operated following the due date of the application.
The attached application has been partially completed using the information listed in your disposal permit. If any of
the information listed is incorrect, please make corrections as noted on the application. The signed original application, two
copies of the signed application and three copies of any attachments must be returned to complete the application package (i.e.
all application materials submitted in triplicate). The completed package should be sent to the following address:
North Carolina Division of Water Quality
Water Quality Section
Non -Discharge Permitting Unit
1617 Mail Service Center
Raleigh, NC'27699-1617,
If you have any questions concerning this letter, please call Marie Doklovic at [phone] extension 371 or
Shannon Mohr Thornburg at (919)- 733=5083•extension 353..You-baay also contact Forrest Westall with the Asheville
Regional Office at [phone].
Sincerely, .
4
for rr e s
Enclosure
cc: Permit File (w/o encl.)
Asheville Regional Office (w/o encl.)
1617 Mail Service.Center, Raleigh, NC 27699-1617 Telephone [phone] FAX [phone]
An Equal Opportunity Affirmative Action Employer 50% recycled/-10% post -consumer paper

State of North Carolina
Department of Environment and Natural Resources
Division of Water Quality ns^a� ''ate
WASTEWATER COLLECTION SYSTEMS �+
(THIS FORM MAYBE PHOTOCOPIED FOR USE AS AN ORIGINAL) AN .3 2001
State of North Carolina WATER QUAL�iy SECTION
Department of Environment and Natural Resource*n-�M6s p
Division of Water Quality
INSTRUCTIONS FOR FORM: CSA 07/00
(WASTEWATER COLLECTION SYSTEMS)
The Division of Water Quality will not accept this application unless all the instructions are
followed and the form is filled out in its entirety.
For more information,. visit our web site at: h2o.ennstate,nc.us,ndpu:1
A. Application Form (All Application Packages):
✓ Submit one original and two copies of the completed and appropriately executed application form. The instructions
(Pages 1 and 2 of 6) do not need to be submitted. Any changes made to this form will result in the application being
returned. The Division of Water Quality (Division) will only accept application packages that have been fully completed
with all applicable items addressed.
✓ For new applications, return the fully executed application within 60 days of receipt per 15A NCAC 21-1.0227.
B. Cover Letter and Attachments:
✓ If necessary for clarity, include attachments to the application form. Such attachments will be considered part of the
application package and should be numbered to correspond to the section to which they refer.
✓ Submit a cover letter that lists all items and attachments included in the permit application package.
✓ Submit all attachments in triplicate.
C. Application Fee :
✓ There is no application fee. The permittee will be billed for an annual fee upon issuance of the permit. A schedule of
annual fees for collection systems can be found on the Non Discharge Permitting Unit web site at
http://h2o.enr.state.nc.us/ndpu/ndpaifees.html or by calling 919-733-5083.
D. General:
✓ Please give as detailed answers as possible on the individual aspects of the collection system management, operation, and
maintenance program.
✓ If "no" is answered to any item, please indicate if the item will be implemented in the future and give a schedule for
implementation. If there are no plans for implementation, please provide a detailed justification.
E. Flow:
✓ Enter the greater of the design capacity or actual flows monitored. Design capacity may be limited to the permitted flow
of the treatment facility even though the collection system may have a b eater h;�drwic capacity. For satellite systems,
flow capacity may also be determined from agreements with other utilities for treatment and disposal of the wastewater
(Section J).
F. Collection System Information:
✓ For items III. 5., 6. and 7., existing information should be used to provide data or be used as an estimate to provide
current/projected data. Please provide the basis and/or assumptions for any estimation.
G. Pump Station Information:
✓ Do not include pump stations that serve single family residences.
✓ Please use the same pump station identification that would be used to report spills and is used in O&M logs.
✓ A map may be used to identify the location of facilities. If a map is used, please identify that the map is attached on the
table.
✓ For the pump reliability column, please indicate if the pump station can pump peak flows with the largest pump out. For
the backup power and/or pumping column, identify whether standby power, portable power, portable pumping, none, or
other backup system is used.
H. High Priority Line Information:
✓ Use the same line identification that would be used to report spills and is used in O&M logs.
✓ Indicate type of high priority line — siphon, aerial line, etc. Other high priority lines may include those designated as such
in a sewer line extension permit, lines running parallel to streambanks that are subject to erosion which may threaten the
sewer line, other lines that are exposed, etc.
FORM: CSA Instructions 07/00 Page 1 of 6

Organization:
✓ Provide a general description of the different departments, units, teams, etc. that are responsible for the collection system
management, operation, and maintenance. Please indicate how many personnel are dedicated to each organizational unit:
A complete organizational chart with all positions listed is not necessary.
Budget Information:
✓ Approximate figures from the last budget cycle may be used.
✓ The Capital Improvement Budget should correlate to the Capital Improvement Plan as required by the North Carolina
Clean Water Act of 1999, S.L. 1999 c. 329, s. 11.2. Provide detail regarding the Capital Improvement Budget including
the life expectancy of the wastewater collection system.
K. Satellite Systems:
✓ Ordinances or agreements should list approved flow from the satellite system and define the connection point. The
ordinances/agreements do not need to be submitted at this time, but should be available for inspection upon request.
✓ Provide a list and include contact information (name, address, phone) for any satellite systems having a flow greater than
200,000 GPD.
L. Map:
✓ The map should accurately reflect the collection system configuration and include at a minimum: pipe size, pipe material,
pipe location and direction of flow, and pump station identification, location and configuration. The map does not need to
be -submitted at this time however, it should be made available for inspection upon request.
M. Sanitary Sewer Evaluation Study (SSES):
✓ A SSES is not required for permit submittal. However; if one has been conducted, please summarize and indicate the
schedule to correct any deficiencies that were noted.
✓ If there are known areas that are not able to meet capacity and have generated SSOs or where modeling has indicated
capacity is exceeded, describe the location and a schedule to correct the deficiency. If the SSOs are not scheduled to be
fixed, provide a detailed explanation.
THE COMPLETED APPLICATION PACKAGE, INCLUDING ALL SUPPORTING INFORMATION AND
MATERIALS, SHOULD BE SENT TO THE FOLLOWING ADDRESS -
NORTH CAROLINA DEPARTMENT OF ENVIRONMENT AND NATURAL RESOURCES
DIVISION OF WATER QUALITY
NON -DISCHARGE PERMITTING UNIT
By U.S. Postal Service:
1617 MAIL SERVICE CENTER
RALEIGH, NORTH CAROLINA 27699-1617
By Courier/Special Delivery:
512 NORTH:SALISBUR'i' STREET, SUITE 1219
RALEIGH, NORTH CAROLINA 27604
TELEPHONE NUMBER: [phone]
FORM: CSA Instructions 07/00 Page 2 of 6

State of North Carolina
Department of Environment and Natural Resource��C�V��
Division of Water Quality
WASTEWATER COLLECTION SYSTEMS JAN 3 2Cjsai
(THIS FORM MAYBE PHOTOCOPIED FOR USEASAN ORIGINAL ATER QUALITY SECTION
14004xp PwAn9
Application Number:
I. GENERAL INFORMATION:
(to be completed by DWQ)
i
1. Applicant's name (name of the municipality, public utility; homeowners association, etc.): Canton
2. Owner and signing official's name and title (I 5A NCAC 2H .0206(b)): Town of Canton/A.B. Matthews, Assistant Manager
i
3. Name and complete address of applicant- P.O. Box 987
City: Canton State: NC
Telephone number: [phone]
Zip: 28716
Facsimile number: [phone]
4. County where project is located: Haywood
5. Name, affiliation, and contact information of contact person who can answer questions about application: A.B. Matthews, Assistant
Manager, Town of Canton, P.O. Box 987, Canton, NC 28716, (828)-648-2363
II. PERMIT INFORMATION:
1. Project is: New
2. If this application is being submitted as a result of a modification or renewal of an existing permit, provide:
existing permit number N/A and the issuance date N/A
3. Applicant is: public
Q. COLLECTION SYSTEM INFORMATION:
1. Flow of wastewater generated by this collection system (See Instruction E): .64 MGD. Average
2. Explanation of how wastewater flow was determined: Flow meter at last lift station before wastewater treatment plant. All
wastewater goes through this station. (Avg)
3. Owner and name of wastewater treatment facility (ies) (WWTF) receiving wastewater: Blue Ridge Paper Products Inc.
4. WWTF permit number(s): NC0000272
5. Total miles of sewer (See Instruction F): 1 mile (approx. 5000 L.F..) force main/pressure sewer; 35 miles gravity
6. Nature of wastewater (See Instruction F): 94 % domestic/commercial; 6 % industrial;
% other waste - specify: No significant
7. Population serve by the collection system (See Instruction F): 6,670 customers (2900 accountsl

8. Attach a list of all pump stations and the following information in the given format (See Instruction G)
Type of Structure
Pump Reliability
Emergency of Stand-by Power
(Pump Station, etc.)
Identification
Location
(yes/no)
And/or Pumping Available
374 Star Ridge Road
Town owned 1,500 gal.
Pump Station
1
Kings Used Cars
yes
Sewer pump truck
69 Sorrells Street
yes
Town owned 1,500 gal.
Pump Station
2
Plus Laundry
Sewer pump truck
65 Penland Street
yes
Town owned 1,500 gal.
Pump Station
3
Old Blue Bld. (now tan)
Sewer pump truck
145 Pigeon Street
yes
Town owned 1,500 gal.
Pump Station
4
Pigeon Street Ball field
Sewer pump truck
431 Penland Streeet
yes
Town owned 1,500 gal.
Pump Station
5
Forest Hill
Sewer pump truck
66 Fibreville
yes
Town owned 1,500 gal.
Pump Station
6
at the end of pavement
Sewer pump truck
450 Fibreville
yes
Town owned 1,500 gal.
Pump Station
7
lower fibreville
Sewer pump truck
211 Beaver Run
yes
Town owned 1,500 gal.
Pump Station
8
Northridge mobile home
Sewer pump truck
ark
295 Champion Drive
yes
Town owned 1,500 gal.
Pump Station
9
Located between two
Sewer pump truck
bridges
707 Champion Drive
yes
Town owned 1,500 gal.
Pump Station
10
Arby's
Sewer pump truck
51 Buckeye Cove Road
yes
Town owned 1,500 gal.
Pump Station
11
Steakhouse
Sewer pump truck
2 Old Clyde Road
yes
Town owned 1,500 gal.
Pump Station
12
Waste Treatment Plant
Sewer pump truck
9. If portable generators/pumping units are used to provide pump station reliability, list the operational units that are on hand at this
time and which pump stations they will serve (attach additional sheets as necessary): 1972 Dodge sewer pump truck —1,500 gal
Capacity- Town owned- stationed at Town Garage.

10. List aerial lines and other high priority lines known to exist in the collection system and attach map showing location
of each (See Instruction H):
Area
Type
Map I.D.
Approx. Length
;ham ion Drive Lift Station
Force Main-3
B-4
1320 L.F.
Forest Hill
Force Main
B-5
- 400 L.F.
leaverdam Creek
Gravity Line
C-2 / C-3
5280 L.F.
a'lus Laundry
Force Main and Gravity
C-4
400 L.F.
'igeon Street
Force Main
C-5
600 L.F.
, mathers Branch
Gravity Line
C-5
1320 L.F.
i eon Street Ball field
Gravity Line
C-4 / C-5
2640 L.F.
V. ADMINISTRATION OF THE COLLECTION SYSTEM:
1. Provide a description of the organizational structure that is responsible for management, operation, and maintenance
of the collection system (See Instruction 1): The Town of Canton operates under the Council -Manager form
of government as provided in 160A-147. The Manager has designated the Assistant Manager to be the
primary administrative contact for sewer related issues. The Town employs a Public Works Director, a P.E.,
who serves as the Town's engineer. Staffing requirements are fulfilled by a water and sewer superintendent,
two crew leaders (one water & one sewer), four full time and two part time laborers. One of the crew chiefs
has been appointed and is in the process of being certified as the O.R.C. ( has all necessary
schooling/certificates). Employees work is scheduled by the Superintendent by work order, emergencies are
responded to by "on call" personnel and O.R.C. and engineer notified. SSOS are responded to according to
response plan.

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1. .� :' ��t+ t " ,.� ti,. ,,�y4'w'•>y...�.� �� ��' a � '�t3; '-tiw 1
'L� �• `~^tee_ a V=.
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2. Provide all Operator (s) in Responsible Charge (ORC), certification number and responsibility (are of control) within
the collection system (attach additional sheets as necessary):
DESIGNATION FORM OPERATOR IN RESPONSIBLE CHARGE OF WATER
POLLUTION CONTROL SYSTEMS
FACILITY INFORMATION:
-)lease Print Facility Name: Town of Canton
Mailing Address: P.O.Box 987
City: Canton State: N C Zip Code: 28716
ermit Number: County: Haywood
Please Check Type of Facility: Collection system
Nastewater Class I Class II Class III Class 1V
Collection Class I Class 11 Class III Class IV (system not classified to date)
Spray Irrigation Land Application Subsurface.
)PERATOR IN RESPONSIBLE CHARGE
'lease Print Name: Richard Eugene Hodge II
Mailing Address: - P.O. Box 987
;ity: Canton State: NC Zip Code: 28716
Certificate Types and Grade: Grade I Wastewater plant operator, Grade IV Water Collections
;ertificate #s: 17436, 25438 Social Security #: 244-45-0205
Work Phone: [phone] Home Phone: [phone]
SACK -UP OPERATOR
Please Print Name:
Mailing Address:
City: State: Zip Code:
;ertificate Types and Grade. -
Certificate #s: Social Security
Vork Phone. Home Phone:
_ignatdre: Date:
RYSTEM OWNER/ADMM. OFFICER
lease Print Name: A.B. Matthews -Assistant Manager
Mailing Address: P.O. 987
ity: Canton State: NC Zip Code: -28716 Telephone [phone]
Signature A.B. Matthews, Assistant Manager

"Im !T, ". -, "a"1101 Mir W" ii—.M
The
- State of North Carolina
Water Pollution Control System Operator's Certification Conit'nission
xY
hereby certifies that
Richard E. Hodge II'
1C,
his met the mMrenxnts for certification established by the Certification Commission1 3,
pummt to Article 3, Chapter 90A, of the North Carolina General Statutes as a
Wastewater Treatment Plant Operator
'Fe
Loom.
Vo
CHAIRMAN
AAA Certification Commission
CERTIFICATE NUMBER— 17436
CERTIFICATE ISSUED ung 23. 1296
f �1
k1-

3.
Town of Canton
Wastewater Collection System
Capital Improvement Plan
I. Goal Statement
the Town of Canton is committed to the provision of high quality wastewater services to all citizens within their
service area in an equitable and financially responsible manner. The Town currently owns and operates its wastewater
;ollection system and has in place a management policy that identifies needs within the system and plans for future
=mprovements through a comprehensive capital improvements plan. Wastewater treatment services are currently
.drovided by the Blue Ridge Paper Company, but Town officials are participating in efforts to regionalize the system
and place all wastewater infrastructure in public hands.
II. Description of Project Area
Demographics: The Town of Canton had a population in 1990 of 3,790 according to the North Carolina Municipal
Population report issued by the Office of State Planning in 1998. The Town lost population from 1980 to 1990 and
again from 1990 to 1997, but the losses appear to have stabilized. The net loss from 1990 to 1997 was only 1.9%.
During this time, the major employer, which was Champion Paper, trimmed its workforce and young people moved
.Isewhere to find employment. With assistance from AdvantageWest and the Rural Center, extensive planning efforts
lave been underway to diversify the industrial base and curb the population exodus. The paper company now called
Blue Ridge Paper has plans to move its corporate offices from Asheville to Canton.
Canton is located in Haywood County, which is a Tier III Economically Distressed County. The Town's poverty rate is
20.4% as compared to 13% for the State of North Carolina. The median household income for the Town is also
,ubstantially lower than that of the State. The Town's median household income is $17,950 as compared to $35,945 for
le Statewide average.
Land Area Configuration: The Town of Canton is located in the Appalachian Mountain Range. The Town itself lies
n the Pigeon River Valley. The Pigeon River traverses the Town, with its creeks and tributaries converging at several
points in the project area.

The project area consists of two basic types of soil according to the Soil Survey of Haywood County Area, North
-arolina released in 1997 by the USDA, Natural Resources Conservation Service. Consulting engineers for the Town
have used the General Soil Map as a starting point. Areas along the Pigeon River and its tributaries are classified as
`Dillsboro-Dellwood-Braddock". Nearly level to moderately steep, moderately well drained and well drained, sandy,
loamy, and clayey soils that are shallow to very deep to strata of sand, gravel and cobbles. The landscape consists of
ugh stream terraces and long, wide flood plains. Most of these areas are used for .cropland. Most of the County's
urbanized areas are located on this soil type combination. Slope and erosion are the major problems for both crops and
zrbanization.
Che central part of Haywood County has been classified as "Evard-Cowee-Hayesville-Trimont" soils. It is most
commonly wooded and lies on the outskirts of our project area. These areas are gently sloping to very steep, very deep
and moderately deep and well drained. There is some urbanization and areas on the less sloping ridges are used as
pasture or cropland.
The soils in this project area were recently examined for their ability to sustain septic systems. This was done in
anticipation of utility extensions to new service sub -areas. Soils in this area are not well suited to septic systems
because of low subsoil permeability rates, steep slope of subsoil layers, propensity for flooding and wetness of the
>ubsoil and relatively thin subsoil layers over bedrock. These soil conditions increase the likelihood that septic systems
will fail. These conditions can sometimes be offset by requiring enlarged drainfield areas to compensate for the reduced
)ermeability rates found in these soils. This would necessitate increasing the minimum lot size considerably limiting
both residential and commercial development possibilities. The area would benefit from the provision of Town utility
,ervices.
[II. Description of Existing Facilities
Che following technical assessment of sewer infrastructure has been performed. This section includes a comprehensive
evaluation of current facilities.
The principal elements of this technical assessment include the following:

Historical trends of population growth, development and sewer use.
Projections of future population, as well as commercial and industrial growth along with the associated water and sewer
needs.
Review of existing sewage collection, pumping and treatment facilities.
Analysis of the capability of the sewage collection system to meet present and future flows.
A plan for recommended wastewater collection system improvements along with opinions of probable cost for
)udgeting purposes.
Assessment of regional considerations and intergovernmental issues concerning sewer.
The following pages are devoted to an abbreviated description of the existing sewer system owned by the Town of
:�anton, an assessment of the deficiencies that presently exist within the system and recommendations for capital
improvements that are intended to address deficiencies and provide for the future needs of the sewer system.
The existing wastewater collection facilities of the Town of Canton consist of various size gravity sewer lines from 6-inch
dameter to 15-inch diameter, in combination with pump stations and force mains that are required to serve the
mountainous terrain of the area. The Town currently owns and operates twelve (12) wastewater pumping stations. The
-arliest portions of the gravity sewer system were constructed in the 1950s.
the Town of Canton does not own or operate a wastewater treatment facility. Currently, the wastewater within the
Town's collection system is delivered to the wastewater treatment facility owned and operated by Blue Ridge Paper
lompany (formerly Champion International). The Town of Canton has a contract with Blue Ridge Paper to treat
900,000 gallons of wastewater per day. Blue Ridge Paper's wastewater treatment plant has a hydraulic capacity of
18.5 MGD and a permitted capacity of 29.0 MGD. The Town of Canton is required to disinfect its wastewater entering
the treatment plant. This is currently done by chlorination.

As indicated above, the population of the Town of Canton has decreased in the past. However, this trend has appeared
,o stabilize and reverse somewhat in recent years. Therefore, the population projections associated with this report
include a 1 percent annual increase in the population of the Town. Using this as a basis, population projections for the
area to be served by the wastewater collection system are as follows:
Town of Canton
Population Projections
Year
I
1997
2000
2010
2020
Population to be Served
3,718
3,831
4,231
4,674
.n addition, water system demands within the Town of Canton have been historically represented in the table below. It
is assumed that wastewater flows may be equally proportioned.
Town of Canton
Projected Water Demands
(Average Daily Service Area Demand (MGD))
(Does Not Include Sales to Other Systems)
Year
1997
2000
2010
2020
I Residential
.587
.605
.668
.738
Commercial
I Industrial
.049
.238
.050
.245
.055
.271
.061
.299
Institutional
Backwash
.013
.034
.013
.035
.014
.039
.015
.043
Unaccounted-for Water
.296
.305
.337
.372
TOTAL SERVICE AREA DEMAND
1,217
1.253
1.384
1.528
Source: NCDENR Local Water Supply Plan, Report for Calendar Year 1997 for the Town of Canton:

Overall wastewater collection system flows may be estimated as indicated in the following table.
Town of Canton
Projected Wastewater Flows
(Average Daily Flows (MGD))
�I Year
1992
2000
2010
2020
TOTAL WASTEWATER FLOW
0.504
0.554
0.625
0.704
Source: Southwestern North Carolina Planning & Economic Development Commission.
Limitations to Future System Operations
The technical assessment of the Town's system revealed a need for some additional diagnostic tools that will enable
Cown leaders to plan for future needs and develop solutions to present deficiencies. The assessment recommended that
the Town commission a study targeted at two primary goals. They are as follows:
Create complete and accurate maps of the Town's existing sewer system. This should include the physical location and
iocumentation of the condition of all possible manholes. This should also include the identification of rehabilitation
needs and the elimination of any remaining bypass/overflow piping that may be found.
Conduct an inflow and infiltration study of the wastewater collection system focusing on the system's larger interceptor
ines. This may include the televising of critical lines and again, the identification of rehabilitation needs.
the findings of this study, will allow further system rehabilitation projects to be identified. Detailed scopes of work
can be developed based on the needs that are identified in this study. It will also give the leadership of the Town a
)etter understanding of the overall condition of the wastewater collection system, allowing them to more cost
Pffectively manage their rehabilitation. Although we anticipate the identification of significant rehabilitation projects
hrough this study, the location and scope of these projects is unknown until the study is completed. Therefore, no
costs for these projects have been included in this Capital Improvement Plan. However, in addition to the estimated
6112,000 to perform this study, it is anticipated that the magnitude of the improvements identified by the study would
number in the multi -millions of dollars.

)TBER RELATED ISSUES
It should also be noted that a water and/or sewer project is being evaluated in the Bethel area south of Canton. While it
s anticipated that these improvements would connect to the Town's water and sewer systems, it is not anticipated that
the Town would participate in the cost of these improvements. Therefore, the table that follows includes no cost for
his potential project.
n addition, a movement is underway to investigate the possibility of consolidating the wastewater treatment plant
operations within Haywood County. Currently, in addition to the Blue Ridge Paper facility, the towns of Waynesville,
"-lyde, and Maggie Valley operate wastewater treatment facilities in the area. The Junaluska Sanitary District (JSD),
currently pumps its wastewater to the Town of Waynesville. The Town of Clyde's wastewater treatment plant will
;oon be added to the list of facilities being abandoned, choosing, instead, to pump its wastewater to the JSD pump
station.
A study is currently underway to research the possibility of also abandoning the Waynesville and Maggie Valley
.acilities and delivering the wastewater from these facilities to the Blue Ridge Paper facility in Canton. Doing so
would allow the Blue Ridge Paper facility to act as a regional wastewater treatment facility eliminating several other
lischarges into area waterways. Again, no costs to the Town of Canton are expected in this scenario.
V. Description of Known Deficiencies
Che technical assessment of current facilities revealed areas where deficiencies will affect system efficiency. Projects
'lave been identified that would affect these problems areas in the future. A planning horizon of six years was selected
_n order to separate short and long term projects, with the initial focus of this study being the rehabilitation of these
-3roblems areas. This list should be revisited every year to reassess applicability and cost. A table is provided on the
b1lowing page that provides the name of the project and its estimated cost. Please note that individual detailed project
;ost estimates can be found in the appendix of this report. Equally important is the prioritization of projects and the
.imelme showing when the project should be slated to occur based on their importance.

Capital Improvements Projects
Town of Canton
Haywood County, North Carolina
SHORT TERM PROJECTS (6 YEAR HORIZON)
Priority
itadium Area Sewer System Rehabilitation
Iiorrells
2
$ 177,975.00
Street Sewer System Rehabilitation
3
$ 100,250.00
II vVesley Street Sewer System Rehabilitation
5
$ 19,550.00
Ell Street Sewer System Rehabilitation
4
$ 65,000.00
Birch Street Sewer System Rehabilitation
6
$ 128,700.00
Wastewater Pump Station Improvements
1
$ 81,300.00
SUBTOTAL — SHORT TERM PROJECTS
$ 572,775.00
+ORECAST'FUTURE NEEDS (YEARS 7 THROUGH 20)
West Canton Sewer System Improvements
$3,031,200.00
-7ast Canton - U.S. 19/23 Sewer System Improvements
I:hestnut
$ 325,500.00
Mountain Road Sewer Improvements
$ 320,350.00
IIi-40/Newfound Rd. Interchange Sewer Improvements
$ 296,750.00
Vorth Hominy Creek Sewer System Improvements
$1,023,350.00
IINC 215 South Rec. Park Offsite Sewer Improvements
$ 128,550.00
SUBTOTAL, — LONG TERM PROJECTS
$545,700.00
I
TOTAL
$5,698,475.00
k description of each of these projects is provided below.

Stadium Area Sewer System Rehabilitation
This project consists of the replacement of approximately 2,650 linear feet of existing sewer system with new 8-inch
gravity sewer system. This project will replace an aged and deteriorated section of existing sewer with new pipe and
manholes
Sorrells Street Sewer System Rehabilitation
This project consists of the rehabilitation of approximately 900 linear feet of existing gravity sewer system. The
existing sewer system is 15 to 20 feet deep and is located in a densely developed area of downtown. Therefore,
trenchless rehabilitation techniques are being recommended for this rehabilitation that consist of slip -lining the existing
sewer line, robotically reinstating the sewer. services in the main and lining or grouting the Iexisting manholes.
Wesley Street Sewer System Rehabilitation
This project consists of reconnecting six (6) existing sewer services from an old sewer system to a newer, parallel
system and the abandonment of approximately 400 linear feet of the older sewer system.
Hill Street Sewer System Rehabilitation
This project consists of the replacement, relocation and upgrade of approximately 600 linear feet of exist 6-inch gravity
sewer system. A new 8-inch gravity sewer system will be constructed to serve the residences in the area, with those
services being located and reconnected to the new sewer system.
Birch Street Sewer System Rehabilitation
This project consists of the replacement and relocation of approximately 1,500 linear feet of existing sewer system.
The existing system is in a residential and commercial area in which numerous structures have been built over the
system, preventing access. The proposed project will replace the existing system by constructing a new 8-inch gravity
sewer system and reconnect the existing sewer services to that system.
Wastewater Pump Station Improvements
The improvements associated with this project include upgrades to the Town existing wastewater pump stations.
Included in these upgrades is the installation of telemetry systems in each of the twelve (12) stations. In addition, a
trailer -mounted portable generator would be purchased that would allow Town maintenance personnel to temporarily
power any wastewater pump stations that may become inoperable during a power.outage. This portable generator may
be transported to various locations around the collection system as necessary to energize these stations when permanent
power is temporarily unavailable. These improvements would also include some modifications to each of the control
panels operating these stations. A manual transfer switch and a pigtail for plugging in the generator to the control panel
would be added.

V. Forecast Future Needs
In the course of the technical assessment, the consulting engineers detected potential problem areas that could become
ieficiencies in future years or areas where equipment will need to be replaced. Also included in the long-term view are
growth areas where the Town will need to extend service in order to remain a vital community. A chart is provided on the
.ollowing page that lists the identified projects and their estimated costs. Town planners, in conjunction with their
consulting engineers, have prioritized the projects using a timeline. A brief description of each project can be found below:
,Vest Canton Sewer System Improvements
This project consists of approximately 32,200 linear feet of new 8-inch gravity sewer system, two (2) new wastewater
pump stations, and 6,100 linear feet of new 6-inch sewer force main. These improvements would be made in the Green
4cres area and along Old Clyde Road, Hawkins Avenue and Terrace Drive.
past Canton — U.S.19/23 Sewer System Improvements
This project consists of approximately 500 linear feet of 8-inch gravity sewer, a wastewater pump station and
approximately 7,000 linear feet of 4-inch force main extending east along US Highway 19/23 to the edge of the Town's
extraterritorial jurisdictional limits.
Mestnut Mountain Road Sewer System Improvements
Phis project consists of approximately 6,250 linear feet -8-inch gravity sewer system along Chestnut Mountain Road
;xtending from U.S. 19/23 to the high point in the road near the radio tower access road. The sewer system associated
phis project would also parallel U.S. 19/23 connecting to the proposed North Hominy Creek sewer system
Lpproximately 1,000 feet east of Chestnut Mountain Road.
interstate 40/Newfound Road Interchange Area Sewer System Improvements
This project would be a continuation of those improvements that have already and are currently being constructed in
,he area. They would consist of approximately 5,300 linear feet of 8-inch sewer system along Freedom Road,
3eaverdam Road and Newfound Road in the proximity of the interchange with Interstate 40 (Exit 33).

North Hominy Creek Sewer System Improvements
Chis project would extend a gravity sewer system along North Hominy Creek from the pump station proposed by the
G.S. 19/23 East Improvements described above to the developed area along Newfound Road north of Interstate 40 that
s described in the Newfound Road Water System Improvements above. It would provide sewer service to the
developing corridor along U.S. 19/23 east of Canton and along Hominy Creek to portions of Newfound Road, Holland
toad, Scruggs Circle, and Rolling Hills Road. These improvements would consist of approximately 19,250 linear feet
of 8-inch gravity sewer system.
riC 215 South Recreational Park ®ffsite Sewer System Improvements
This project would extend sewer service to a proposed recreational park located on NC 215 south of Canton. These
offsite improvement would consist of approximately 1,800 linear feet of 8-inch gravity sewer system along NC 215
rom the ends of these existing systems to the park site. These improvements would include an aerial crossing of the
sewer system over the Pigeon River.
Conclusion
"ihe Town of Canton has identified important projects through the capital improvement planning process. Both the long
and short term list of prioritized projects should be revisited each year during the budget process. Each project must be
eassessed for need and plans made for possible funding of needed improvements.

TOWN OF CANTON
BIRCH STREET
SEWER SYSTEM REHABILITATION
PRELIMINARY COST ESTIMATE - DECEMBER, 2000
ITEM NO...
DESCRIPTION.
QUANTITY.
UNIT
: UNIT PRICE'`:
`_EXTENSION
1
Mobilization
LS
$2, 800
2
8" Sanitary Sewer Line (All Depths)
1,500
LF
$30,
$45,000
3
4' Dia. Manholes -Standard
6
EA
$1,500
$9,000
4.
Abandon Existing Manholes
5
EA
$750
$3,750
5
Reconnect E)asting Sanitary Sewer Services
15
EA
$750
$11,250
6
Connect to E)asiting Manhole and Rebuild Invert
1
EA
$500
$500
7
20" Dia. x 0.250" Wall Thickness Steel
Encasement Pipe, Bored and Jacked Complete w/
Carrier Pioe
100 '
LF
slob
$10,000
8
Asphalt Pavement Repair
350
Sy
$15
$5,250
9
CABC (Shoulders & Drives)
75
TON
$15
$1,125
10
Misc. Concrete
10
Cy
$150
$1,500
11
Washed Stone - Pipe Trenches
75
TON
$15
$1,125
12
Rock Excavation
75
Cy
$50
$3,750
13
Select Backfill
75
Cy
$10
$750
:TOTAL',CONSTRUCTION;CSTS
':
$95,800
10% CONTINGENCY
$9,600
ENGINEERING DESIGN
$9,900
CONTRACT ADMINISTRATION AND
INSPECTION
$8 400
LEGAUADMINISTRATIVE
$5,000
"; ;TOTAL PRO -`COS-
$128,700

PRELIMINARY COST ESTIMATE
-EAST CANTON - US HIGHWAY 19/23
SEWER SYSTEM IMPROVEMENTS
TOWN OF CANTON
IINITMPR4CE
1
PUMP STATION W/ GENERATOR
LS
1
$100,000
$100,000
2
4" FORCE MAIN (IN GRAVITY LINE TRENCH)
LF
6,500
$12
$78,000
3
4" FORCE MAIN IN SEPARATE TRENCH
LF
500
$8
$4,000
4
8" GRAVITY SEWER
LF
500
$20
$10,000
5
SANITARY SEWER SERVICES
EACH
3
$500
$1,500
6
4' DIAM. SANITARY MANHOLES
EACH
5
$1,500
$7,500
7
BRIDGE CROSSING
LS
1
$5,000
$5,000
8
CONNECT TO EXISTING SEWER SYSTEM
EACH
1
$1,500
$1,500
9
ASPHALT REPAIR
SY
200
$40
$8,000
10
ROCK EXCAVATION
CY
350
$60
$21,000
11
SELECT BACKFILL
CY
350
$10
$3,500
12
WASHED STONE
TONS
100
$25
$2,500
MOBILIZATION
LS
1
$7,300
$7,,]30Q0
l
Contingencies (10%)
$25,000
Design Engineering
$24,700
Construction Administration
$16,000
Easements
$5,000
Legal/Administrative
$5,000

TOWN OF CANTON
CHESTNUT MOUNTAIN ROAD
SEWER SYSTEM IMPROVEMENTS
PRELIMINARY COST ESTIMATE - DECEMBER, 2000
ITEM NO..
DESCRIPTION.
QUANTITY
. UNIT:
> : UNITPRICE-
,EXTENSION
1
Mobilization
LS
$7,300
2
8" Sanitary Sewer Line All Depths),
6,250
LF
$26
$162,500
3
4' Dia. Manholes - Standard
25
EA
$1,500
$37,500
4
Sanitary Sewer Service Connection
25
EA
$500
$12,500
5
Connect to Exisiting Manhole and Rebuild Invert
1
EA
$500
$500
6
20" Dia. x 0.250" Wall Thickness Steel
Encasement Pipe, Bored and Jacked Complete w/
Carrier Pipe
100
LF
$100
$10,000
7
Asphalt Pavement Repair
125
Sy
$15
$1,875
8
CABC Shoulders & Drives)
75
TON
$15
$1,125
9
Misc. Concrete
10
Cy
$150
$1,500
10
Washed Stone - Pipe Trenches
250
TON
$15
$3,750
11
Rock Excavation
200
Cy
$50
$10,000
12
Select Backfill
200
Cy
$10
$2,000
;•TOTAL CONSTRUCTION
COSTS.
$250,550
10% CONTINGENCY
$25,100
ENGINEERING DESIGN
$22,500
CONTRACT ADMINISTRATION AND
INSPECTION
$17,200
LEGAUADMINISTRATIVE:
$5,000
TOTAL;PROdEC�';GOSTS ,
$320,350

TOWN OF CANTON
HILL STREET
SEWER SYSTEM REHABILITATION
PRELIMINARY COST ESTIMATE - DECEMBER, 2000
ITEM NO.
DESCRIPTION
QUANTITY:.
UNIT
':.UNIT PRICE.
iEXTENSION:.
1
Mobilization
LS
$1,400
2
8" Sanitary Sewer Line All Depths
600
LF
$30
$18,000
3
4' Dia. Manholes -Standard
3
EA
$1,500
$4,500
4
Abandon E)dstinq Manholes
2
EA
$750
$1,500
5
Reconnect E)dsting Sanitary Sewer Services
6
EA
$750
$4,500
6
Connect to E)asiting Manhole and Rebuild Invert
1
EA
$500
$500
7
20" Dia. x 0.250" Wall Thickness Steel
Encasement Pipe, Bored and Jacked Complete wl
Carrier Pipe
100
LF
$100
$10,000
8
Asphalt Pavement Repair
150
Sy
$15
$2,250
9
CABC Shoulders & Drives)
50
TON
$15
$750
10
Misc-. Concrete
5
Cy
$150
$750
11
Washed Stone - Pipe Trenches
30
TON
$15
$450
12
Rock Excavation
30
Cy
$50
$1,500
13
Select Backfill
30
Cy
$10
$300
.TOTAL CONSTRUCTION,COSTS'r-..
$46,400
10% CONTINGENCY
$4,700
ENGINEERING DESIGN
$4,800
CONTRACT ADMINISTRATION AND
INSPECTION
$4,100
LEGAUADMINISTRATIVE
$5,000
TOTAL PROJECTCOS7S, Jr , :
$65,000

TOWN OF CANTON
NORTH HOMINY CREEK
SEWER SYSTEM IMPROVEMENTS
PRELIMINARY COST ESTIMATE-DECEMBER, 2000
ITEM NO,
DESCRIPTION
QUANTITY
UNIT.."UNIT
PRICE:--.
'EXXTENSIO
1
Mobilization
LS
$24, 000
2
8" Sanitary Sewer Line (All Depths)
19,250
LF
$26
$500,500
3
4' Dia. Manholes -Standard
65
EA
$1,500
$97,500
4
Sanitary Sewer Service Connection
85
EA
$500
$42,500
5
Connect to E)asiting Manhole and Rebuild Invert
1
EA
$500
$500
6
Creek Crossing
4
EA
$5,000
$20,000
7
20" Dia. x 0.250" Wall Thickness Steel
Encasement Pipe, Bored and Jacked Complete w/
Carrier Pie .-
350
LF
$100
$35,000
8
Asphalt Pavement Repair
100
Sy
$15
$1,500
9
CABC Shoulders & Drives)
150
TON
$15
$2,250
10
Misc. Concrete
20
Cy
$150.
$3,000
11
Washed Stone - Pipe Trenches
1,500
TON
$15
$22,500
12
Rock Excavation
1,000
Cy
$50.
$50,000
13
Select Backfill
1,000
Cy
$10
$10,000
14
Class II Rip Rap Bank Protection 12" Thick w/
Filter Fabric
450
SY
$30
$13,500
;':TOTAL:'CONSTRUCTION,-COSTS:;;;:;
$822,750
10% CONTINGENCY
$82,300
ENGINEERING DESIGN
$60,700
CONTRACT ADMINISTRATION.AND
INSPECTION
$37,600
LEGAUADMINISTRATIVE
$20,000
TOTJ4L PROJEGT_COST.S r+
$1,023,350

TOWN OF CANTON
INTERSTATE 40 / NEWFOUND ROAD INTERCHANGE AREA
SEWER SYSTEM IMPROVEMENTS
PRELIMINARY COST ESTIMATE-DECEMBER, 2000.
ITEM NO.
. DESCRIPTION
QUANTITY.
UNIT
UNIT PRICE.:,.
.EXTENSION:
1
Mobilization
LS
$6, 800
2
8" Sanitary Sewer Line(All Depths)
5,250
LF
$26
$136,500
3
` 8" Long Span DIP
- 40
LF
$40
$1,600
4
4' Dia. Manholes -Standard
22
EA
$1,500
$33,000,
5
Sanitary Sewer Service Connection
13
EA
$500
$6,500
6
Connect to E)asiting Manhole and Rebuild Invert
2
EA
$500'
$1,000
7
Transition Collars
6
EA
$150
$900
8
Concrete Piers
5
Cy
$500
$2,500
9
20" Dia. x 0.250" Wall Thickness Steel
Encasement Pipe, Bored and Jacked Complete w/
Carrier Pipe
175
LF
. $100
$17,500
10
Asphalt Pavement Repair
125
Sy
$15
$1,875
11
CABC (Shoulders & Drives)
75
TON
$15
$1,125
12
Misc. Concrete
10
Cy
$150
$1,500
13
Washed Stone - Pipe Trenches
300
TON
$15
$4,500
14
Rock Excavation
200
Cy
$50
$10,000
15
Select Backfill
200
Cy
$10
$2,000
16
Class II Rip Rap Bank Protection 12" Thick w/
Filter Fabric
125
Sy
$30
$3,750
TOTAL CONSTRUCTION�'COSTS
$231,050
10% CONTINGENCY
$23,200
ENGINEERING DESIGN
$21,100
CONTRACT ADMINISTRATION AND
INSPECTION
$16,400
LEGAUADMINISTRATIVE
$5,000
;TOTAL. �ROJEGT;�COST$
$296,750

TOWN OF CANTON
PROPOSED RECREATION PARK
OFF —SITE SEWER SYSTEM IMPROVEMENTS
PRELIMINARY COST ESTIMATE - DECEMBER 1999
„ITEM f
UNITS '._
QUANTITY
:UNIT PRICE
1
8" GRAVITY SEWER
LF
1,800
$25
$45,000
2
4' DIAMETER MANHOLES
EACH
6
$1,500
$9,000-
3
BRIDGE CROSSING
LS
1
$25,000
$25,000
4
CONNECT TO EXISTING SEWER SYSTEM
EACH
1
$1,500
$1,500
5
ASPHALT REPAIR
SY
25
$40
$1,000
6
ROCK EXCAVATION
CY
100
$60
$6,000
7
SELECT BACKFILL
CY
100
$10
$1,000
8
WASHED STONE
TONS
250
$25
$6,250
9
MOBILIZATION (3%))�
LS
1p`ia!
$2,900
$2,900
®AL blvvWuc
oWVo
Contingencies (10%)
$9,800
Design Engineering
$10,100
Construction Administration
$8,500
Legal/Administrative
$2,500
z r zr i{ <<4�OTi4'L P14D.1E�1"FfCOSTS'j` ��
��u2�k 50 "s
NOTE: PROJECT COSTS SHOWN IN THIS ESTIMATE DO NOT INCLUDE ANY ONSITE UTILITY
IMPROVEMENTS. IN ADDITION, IT HAS BEEN ASSUMED THAT THE EXISTING FOREST HILL
SEWAGE PUMP STATION HAS ADEQUATE CAPACITY TO PUMP RECREATIONAL PARK FLOW.

TOWN OF CANTON
SORRELLS STREET
SEWER SYSTEM REHABILITATION
PRELIMINARY COST ESTIMATE - DECEMBER, 2060
ITEM NO,
DESCRIPTION
QUANTITY
UNIT
..UNITPRICE--
EXTENSION
1
Mobilization
LS
$2,100
2
Clean & Televise E)asting Sewer System
900
LF
$3.50
$3,150
3
8" Sanitary Sewer Line Trenchless)
900
LF
$65
$58,500
4
4' Dia. Manhole Trenchless Rehabilitation
50
VF
$150
$7,500
5
Remote Sewer Service Reinstatement
10
EA
$250
$2,500
TOTAL.CONSTRUCTION:COSTS'.
$73,750
10% CONTINGENCY
$7,400
ENGINEERING DESIGN
$7,600
CONTRACT ADMINISTRATION AND
INSPECTION
$6,500
LEGAUADMINISTRATIVE
$5,000
:. ° . TOTAL PROJECT,COSTS ;;_ ,�_
$100,250

TOWN OF CANTON
STADIUM AREA
SEWED SYSTEM REHABILITATION
PRELIMINARY COST ESTIMATE - DECEMBER, 2000
ITEM NO.
DESCRIPTION
QUANTITY
-UNIT..
_ UNIT PRICE
EXTENSION
1
Mobilization
LS
$4,000
2
8" Sanitary Sewer Line (All Depths)
2,650
LF
$30
$79,500
3
4' Dia. Manholes - Standard
11
EA
$1,500
$16,500
4
Reconnect E)asting Sanitary Sewer Services
15
EA
$750
$11,250
5
Connect to E)dsiting Manhole and Rebuild Invert
1
EA
$500
$500
6
20" Dia. x 0.250" Wall Thickness Steel
Encasement Pipe, Bored and Jacked Complete w/
Carrier Pipe
100
LF
$100
$10,000
7
Asphalt Pavement Repair
350
Sy
$15
$5,250
8
CABC (Shoulders & Drives)
75
TON
$15
$1,125
9
Misc. Concrete
10
Cy
$150
$1,500
10
Washed Stone - Pipe Trenches
150
TON
$15
$2,250
11
Rock Excavation
50
Cy
$50
$2,500
12
Select Backfill
50
Cy
$10
$500
TOTAL',CONSTRUGTION
.COSTS;'
$134,875
10% CONTINGENCY
$13,500
ENGINEERING DESIGN
$13,400
CONTRACT ADMINISTRATION AND
INSPECTION
$11,200
LEGAUADMINISTRATIVE
$5,000
TOTAL PROJECT;:;.COSTS
$177,975

TOWN OF CANTON
WESLEY STREET
SEWER SYSTEM REHABILITATION
PRELIMINARY COST ESTIMATE - DECEMBER, 2000
ITEM NO.
DESCRIPTION
QUANTITY
UNIT
UNIT PRICE---:
EXTENSION
1
Mobilization
LS
$300
2
Clean & Televise Existing Sewer System
400
LF
$3.50
$1,400
3
Abandon Existing Manholes
3
EA
$750
$2,250
4
Reconnect E)dsting Sanitary Sewer Services
6
EA
$750
$4,500
5
Asphalt Pavement Repair
50
SY
$15
$750
6
CABC (Shoulders & Drives)
5
TON
$15
$75
7
Misc. Concrete
10
CY
$150
$1,500
8
Washed Stone - Pipe Trenches
5
TON
$15
$75
9
Rock Excavation
5
CY
$50
$250
10
Select Backfill
5
CY
$10
$50
TOTAL: CONSTRUCTION
COSTS':-..:
$11,150
10% CONTINGENCY
$1,200
ENGINEERING DESIGN
$1,200
CONTRACT ADMINISTRATION AND
INSPECTION
$1,000
LEGAUADMINISTRATIVE
$5,000
TOTAL;.PROJECT':COSTS
$19,550

PRELIMINARY PROJECT COST ESTIMATE
SEWERIMPROVEMENTS
WEST CANTON AREA
TOWN OF CANTON, NORTH CAROLINA
JULY, 2000
A Green Acres Area (requires Old Clyde Road West Pump Station)
ITEMDESCRIP7lONY
rw >;�„`' , z:
QUANTITY
;UNIT
UNIT PRICE.
EXT,E_NSION'
1
8-inch Gravity Sewer
5,250
LF
$22
$1151*500
2.
4' Dia. Manholes - Standard
25.
EA
$1•,500 '
$37,500
3
Sewer Service Connections
70
EA
$500
$35,000
4
6" Type HB Binder
4,500
LF
$15
$67,500
5
1 1/2" Type 1-2 Bituminous Surface Course (16'
width)
4,500
LF
$25
$112,500
6
Rock Excavation
300
CY
$50
$15,000
7
Select Backfill
300
CY
$10
$3,000
:.. ...r,>._
structlon4Cost ;,, x.�: F..,�5. �, • �t..:.... a�. f U.y
B. Old Clyde Road (West of Crest of Hill)
r ti €DESCRIETIONJQUANTITY
,UNIT
MU(11IT';P;RrCE
0E�CTE111SIQlV
1
8-inch Gravity Sewer
4,850
LF
$22
$106,700
2
4' Dia. Manholes -Standard
20
EA
$1,500
$30,000
3
Sewer Service Connections
45
EA
$500
$22,500
4
Pump Station
1
LS
$130,000
$130,000
5
6-inch Forcemain
4,900
LF
$18
$88,200
6
6" Type HB Binder
100
LF
$15
$1,500
7
1 1/2" Type 1-2 Bituminous Surface Course (16'
width)
100
LF
$25
$2,500
8
Washed Stone Embeddment for wet conditions
2,500
LF
$3
$7,500
9.
Rock Excavation
250
CY
$50
$12,500 -
10
Select Backfill
250
CY
$10
$2,500
r 34.t r- tin}r"✓ 4.",s ." ' 'ri r4 x»>r.,,g, 1 1S.,.
7B
. a,ib5u a�.$'�n`1e�ee�'al�
s
- y +4Q„9O,OiVCt•j
C. Hawkins Avenue to Dewey Avenue (not inc. Circle Drive)
ITEM kNO:
,n'c'n ,,§rDES.GRIPTION i ja[r,f , r?rv¢` 3
SQUA�f T�
},UN
IT� PR1,CE,
x,�N
„EX�ENS,Id,N,
1
8-inch Gravity Sewer
8,100
LF
$22
$178,200
2
4' Dia. Manholes - Standard
33
EA
$1,500
$49,500
3
Sewer Service Connections
105
EA
$500
$52,500
6
6" Type HB Binder
7,000
LF 1
$15
$105,000
7
1 112" Type 1-2 Bituminous Surface Course (16''
width)
7,000
LF
$25
$175,000
8
Rock Excavation
500
CY
$50
$25,000
9
Select Backfill
500
CY
$10
$5,000

PRELIMINARY PROJECT COST ESTIMATE
SEINER IMPROVEMENTS
WEST CANTON AREA
TOWN OF CANTON, NORTH CAROLINA
JULY, 2000
D. Old Clyde Road East of Crest of Hill and Adiacent Gravity Service Area
_QUANTITY TZI.-TY
AN
"11PRIOR.
W 0_0
1
8-inch Gravity Sewer
9,000
LF
$22
$198,000
2
4' Dia. Manholes - Standard
35
EA
$1,500
$52,500
3
Sewer Service Connections
125
EA
$500
$62,500
4
1 6" Type HB Binder
5,600
LF
$15
$84,000
5
1 1/2" Type 1-2 Bituminous Surface Course (16'
width)
5,600
LF
$25
$140,000
6
Rock Excavation
450
CY
$50
$22,500
7
Select 132ckfill
450
CY
$10
$4,500
E. Terrace Drive Service Area
I
8-inch Gravity Sewer
5,000
LF
$22
$110,000
2
4' Di2. Manholes -Standard
20
EA
$1,500
$30,000
3
Sewer Service Connections
75
EA
$500
$37,500
4
Pump Station on Terrace Drive
I
LS
$90,000
$90,000
5
6-inch Force Main
1,200
LF
$18
$21,600
6
6" Type HB Binder
5,000
LF
$15
$75,000
7
1. 1/2" Type 1-2 Bituminous Sur -face Course (16'
width)
5,000
LF
$25
$125,000
8
Rock Excavation
250
CY
$50
$12,500
9
Select Backfill
250
CY
$10
$2,500
. ..... . ..... . ..
ro" on
SUBTOTALS. KOMI 200
CONSTRUCTION CONTINGENCIES (10%) $244,900
DESIGN ENGINEERING $161,000
CONSTRUCTION ADMINISTRATION $57,100
PROPERTY ACQUISITION (PUMP STATION SITES) $40,000
EASEMENT ACQUISITION $70,000
LEGAL/ADM INISTRATIVE $10,000
WRz:, A

TOWN OF CANTON
WASTEWATER PUMP STATION IMPROVEMENTS
PRELIMINARY COST ESTIMATE - DECEMBER, 2000
ITEM NO:
DESCRIPTION
QUANTITY
UNIT
UNIT, PRICE.:.:
EXTENSION
1
Mobilization
LS
$1,900
2
Pump Station Telemetry. (Installed Complete in
Each Pump Station)
12
EA
$2,000
$24,000
3
Portable Generator
1
EA
$25,000
$25,000
4
Manual Transfer Switch & Pigtail (Installed
Complete in Each Pump Station)
12
EA
$1,000
$12,000
TOTAL CONSTRUCTION,
COSTS .
$62,900
10% CONTINGENCY
$6,300
ENGINEERING DESIGN
$6,600
CONTRACT ADMINISTRATION AND
INSPECTION
$5,500
TOTAL PROJECT COSTS.:' , . , ,
$81,300

4. Approximate operation and maintenance budget for the collection system:
1999-2000 BUDGET
WATER & SEWER FUND
ACCT. NO.
-NO. EMPLOYED (2)
30-720-0000
PERSONAL SERVICES.
30-720-0200
Salaries and Wages
30-720-0400
Professional Services
30-720-0500
FICA Expense
30-72.0-0600
Group Health Insurance
30-720-0700
Retirement Expense
OPERATING EXPENSES
30-720-1100
Telephone & Postage
30-720-1200
Printing
30-720-1400 -
Travel
30-720-1600
Maint. & Repair Equipment
30-720-1700
Maint. & Repair Truck
30-720-2100 .
Equipment Rents & Leases
30-720-2600
Advertising
30-720-3100
Automotive Supplies
30-720-3300
Dept. Supplies & Materials
30-720-3600
Uniforms
30-720-5400
Insurance
30-720-5700
Miscellaneous
CAPITAL OUTLAY
TOTAL
ADMINISTRATION,
ENG, AND BILLING
Activity
10,000
2,500
260
200
2,000
129
200
.1,500
2,500
200
400
500
48,684
50,000
3,724
17,218
4,738
20,329
144,693
TOWN OF CANTON, N.

WATER & SEWER FUND
ACCT. NO.
30-811-0000
30-811-0200
30-811-0400
30-811-0500
30-811-0600
30-811-0700
30-811-1100
30-811-1200
30-811-1300
30-811-1400
30-811-1500
30-811-1600
30-811-1700
30-811-2100
30-811-2600
30-811-3100
30-811-3300
30-811-3600
30-811-4500
30-811-5300
30-811-5400
30-811-5700
30-811-7300
30-811-7400
1999-2000 BUDGET
NO. EMPLOYED (12)
PERSONAL SERVICES
Salaries and Wages
Professional Services
FICA Expense
Group Health Insurance
Retirement Expense
OPERATING EXPENSES
Telephone & Postage
Printing
Utilities
Travel
Maint. & Repair Bldgs. & Grounds
Maint. & Repair Equipment
Maint. & Repair Trucks
Equipment Rents & Leases
Advertising
Automotive Supplies
Dept. Supplies & Materials
Uniforms
Contracted Services
Dues & Subscriptions
Insurance
Miscellaneous
CAPITAL OUTLAY
Other Improvements
Equipment
WATER DISTRIBUTION
AND WASTEWATER
COLLECTION SYSTEMS
Activity
212,452
500
16;253
74,976
20,667
150
100
22,000
1,200
5,000
15,000
5,000
12,000
100
10,000
35,000
2,000 '
2,000
800
15,000
1,000 126,350
210,000
30,000
TOTAL . . . . . . . . . 691,198
TOWN OF CANTON, N. C.

1999-2000 BUDGET
WATER & SEWER FUND NON -DEPARTMENTAL
Activity
ACCT. NO. NO. EMPLOYED.
30-660-0000
PERSONAL SERVICES
OPERATING EXPENSES
30-660-3700
North Carolina Sales Tax
30-660-3900
Haywood County Sales Tax
30-660-4000
Buncombe County Sales Tax
30-660-4200
Other County Tax
30-660-5700
Miscellaneous
30-660-5100
Debt Service Payment
CAPITAL OUTLAY
7,000
2,000
1,500
1,000
500
105,740
TOTAL . . . . . . . . .
117,740
117,740
TOWN OF CANTON, N. C.

5. Describe the grease control program (including ordinances, inspection, and enforcement)- for the collection system.
If no grease control program has been adopted, please provide a schedule for
ORDINANCE
Be it ordained by the Board of Aldermen of the Town of Canton
that:
1. The Code of Ordinances of the Town of -Canton is amended by adding a new
section 5-2007 to read as follows: -
Section 5-2007
Commercial ]Establishments
All Commercial establishments that _deposit or may deposit grease, oil, sand, or similar
materials that can create blockages in the sewer system shall at their own expense install an
inline device such as a tank type grease trap, bar screen, etc. as prescribed and approved by the
plumbing inspector. The device shall be cleaned, pumped, or maintained on a regular
schedule or when needed. The plumbing inspector may determine a maintenance schedule and
require documentation, records, or reports of the maintenance performed.
2. This section shall govern all applicable existing and future commercial
establishments.
Adopted in ape e sio 's the-" day of , ? 000.
IN, layoT
2
Walter Clark
Approved as to -the form: Town Attomey

t �u. h � R k � �} P s ; � � C s .* fi td ,� y� A; �� , z bf'� �' *,� P � �„'.� :�

6. Describe how the grease control program and construction and inspection of private sewer connections is coordinated
with the local building inspections department: Plumbing Inspector in charge of inspections.
7. Do you have procedures in place for implementing North Carolina General Statute 143-215. IC (public notifications
of spill and annual report to customers). If not, please provide a schedule for developing these procedures:
YES
Sewage Spill Response Plan
For the
Town of Canton
Haywood County, North Carolina
The following procedures and guidelines are established by the Town of Canton for reporting, assessing, and
actions to be taken in the event of a sewage spill front its wastewater collection system and pumping stations. This plan
s made readily available to all essential personnel involved in spill response.
1. Reporting Requirements
A. Any sewage spill, regardless of volume, that reaches any
surface water, conveyance, ditch, stream, etc. and/or any spill greater than 1,000 gallons on the
ground must be reported within 24 hours of first knowledge of the spill. Spills should be reported to
the Division of Water Quality, Asheville Regional Office at (828-25 1 -6208) during business hours
and to the Emergency Operations Center (1-800-858- 0368) after normal business hours.
B. The 1,000-gallon threshold applies only to spills on the ground that are captured, fully contained and
removed quickly, ensuring that no wastewater reaches surface waters. All measures should be taken
to decontaminate and neutralize the area, including the removal of solids and addition of lime.
C. The Sewage mill Response Evaluation (SSRE) form attached should be completed and mailed or
taxed to the Division of Water Quality, Asheville Regional Office within 5 days from knowledge of
the spill.
The address of the Asheville Regional Office is:
North Carolina Department of Environment and Natural Resources Division of Water Quality
59 Woodfin Place
Asheville, North Carolina 28801
Phone- [phone]
Fax (828-) 251-6452

U. Record Keeping
A. Records of all spills, whether reportable or not, must be kept for a period of three years and those records must
be available for review by DWQ staff upon request. Volume estimations shall be approximated. The records
should include applicable calculations.
M. Spill Assessment
A. An on -site assessment of all spills should be made as soon as possible but in no case, no longer than 120
minutes.
Assessment should be made to determine the volume of the spill, whether the spill reached surface waters, if a
fish kill took place and the approximate number of fish, the cause of the spill, actions necessary for
containment of the spill, personnel and equipment necessary to clean up spill and remediate the site. If
vandalism is reported to have caused the spill, it must be reported to the police department and a copy of the
report provided to Division of Water Quality. In addition, photographs showing the vandalism are
recommended
List any agreements or ordinances currently in place to address flows from satellite systems (See Instruction K
NONE
9. Attach a list of all satellite systems having a flow or capacity greater than 200,000 GPD. Include contact information
such as name, address and phone number for each satellite system. Indicate N/A if no such systems are present. N/A
V. OPERATION AND MAINTENANCE OF THE COLLECTION SYSTEM:
1. Is an accurate and complete map of the collection system available? (See Instruction L)? If not state what percentage of
the system is mapped and provide a schedule for completing the map: The sewer map consists of individual sheets
with hand drawn lines. While approximately 90% of the system is mapped, only 40% could be considered
accurate. The Town has filed an application with the Rural Center to complete a sewer system evaluation and
mapping program. This should be completed within the next fiscal year. If grant funds are unavailable, mapping
will occur in conjunction with cleaning and evaluation of approximately 10% of the system perk year.
2. List the mapping parameters/descriptions included on or associated with the map such as type, pipe size, age, etc. of the
collection system: Pipe size.yes, no age; no direction of flow, no material, manholes not actually marked, but
numbered.
3. Hasa sanitary sewer evaluation and study (SSES) been conducted on any portion of the collection system (See
Instruction M)?: Visual inspection of all manholes (95). As stated in number 1, we have applied for assistance to
complete a comprehensive SSES during the coming fiscal year.
4. Have any parts of the collection system been modeled to document capacity? NO

5. Have any sanitary sewer overflows (SSOS) been documented or indicated through modeling on any part of the
collection system? If yes, please indicate their locations and provide a schedule to eliminate them: NO
6. Are operational logs maintained and reviewed periodically? At what frequency? .yes, log maintained daily and
reviewed weekly.
7. Are maintenance logs maintained and reviewed periodically? At what frequency? part of operational
Log.-
8. Are pressure and gravity sewer systems inspected on a routine basis? Explain the frequency of inspections_ and any
maintenance programs: These lines that have historically caused problems are closely monitored. Other lines are
renewed periodically. Beginning this year, 10% of the lines will be cleaned, upgraded, and
mapped.
9. Describe plan review and inspection procedures for new construction (if applicable): INew construction must
have applicable state permits. Town engineer reviews plans for appropriateness and inspects during construction
and approves completed project.
10. List all equipment available for routine cleaning of the collection system. If not owned, please indicate the source from
which the equipment is available: 2000 Jet machine, 71 pump truck.
11. What approximate percentage of the collection system is cleaned each year and the rationale for determining which line
segments are cleaned: - To date only lines that are "problem lines" are routinely cleaned and inspected. This
consists of approximately 1% of the entire system. Plans are being developed to inspect and clean 10% of the
system annually. This does not include problem lines.
12. Describe the right of way maintenance program. Include whether all right of ways are currently accessible: There b
been no right of way program in the past. All new construction will require appropriate dedicated rights of i
Existing rights of way are being researched to insure access to all lines and manholes. Currently we feel that
approximately 95 % of our lines are totally accessible and 5% are accruable "by foot".
13. Describe any existing rehabilitation/replacement programs for the system: As problems are identified during repairs
or routine maintenance, thev are replaced rather than repaired. The Town is in the process of installing an auto
dialer alarm system. This system win give warning for power or pump failure at all town lift stations. This is one
element of a Capital Improvement Program that is currently underway (see C.I.P. plan).
14. Describe the contingency plan in place to respond to SSOs: An onsite assessment of all spills should be made as
soon possible but in no case, no longer than 120 minutes.
Assessment should be made to determine the volume of the spill reached surface waters, if a fish kill took
place and the annroximate number of fish_ the cause of the spill. actions necessary to clean up Will and.
is reported to have caused the
showing the vandalism are recommended.

WATER & $E11V
R VEHICLE LIST
TOWN VEHICLE
YEAR
MAKE
14
1989
iTON CHEVY TRUCK
15
1990
1TON CHEVY TRUCK
.i6
lggg
1 TON DUMP TRUCK F3754X4
17
199A
1 TON FORD F350/4X4
18
19W
i TON CHEV TRUCK
1030
1985
GMC DUMP TRUCK
1040
1991 .
FORD DUMP TRUCK
104T (0)
1993
VERMEER BRUSH CHIPPER
105 (D)
1984
JCB SACKHOE
105 (D)
1899
JOHN DEERE BACKHOE
108 (D)
1974
PETE TRACTOR
106A
1955
r ROGERS TRAILER
106E
30FT MILLER SEMI TRAILER
106C
1981
LOW80Y TRAILER
108H
1968
LOWBOY TRAILER.
108 (D)
1991
FORD
109(A)
MOWER -PULLED
Zia
1g88
2 112 TON FORD TRUCK
112A (D)
1969
CATERPILLAR (WHEEL LOADER)
112 (D)
CASE RUBBER TIRED LOADER
120 (D)
1991
AIR COMPRESSOR
121
1998
SMITH UTILITY TRAILER
168 (D)
1983
514 TON CHEVY TRUCK
171T
1992
SURERIOE UTILITY TRAILER
18i
1982
1/2 TON FORD
20
1994
112. TON F150 FORD
21
1955
F350 FORD PICKUP
22 (D)
1979
FORD BACKHOE
23
1989
112 TON CHEVY
26
1997
FORD CAB 4X2
26
t999
FORD F353 4X4
26 (D)
1982
AIR COMPRESSOR
203
1972
DODGE PUMP TRUCK
205
1979
CHEVY VAN
207 (A)
1968
TANK=TRAILER
1986
SCRECO SEWER CLEANER
221
TD7E BULLDOZER
223 (D)
DITCH WITCH TRENCHER
227 (p)
19 82
TRAILER
227T
i 92
1999
3100 JON DEERE BACKHOE
229 (D)
1994
STREET FLUSHER
38 (D)
PUMP TRAILER
-39 A
1983
UTILITY PUMP TRAILER
0
1980
KUBOTA TRACTOR
75 (D)
1984
614 TON CHEVY TRUCK
83 (D)
1983

Town of Cast®a
Water and Sewer Revartojent
24 hour on call
Roger Lyda ......................•...•..... ..,,... 0 298-4085
... 456-04"
648-tI�4
DaleIntnan .....•.••....•,..•...
454-176I
667-078Z
Richard a ..................
...
David Gunter ........ .•.•.•..•......... •............... 648.0315
.... 64&7971
David Matteson
�+ µ ........... ..... ,
. . . . . . . . . . . . . . . . .. . . . . . . . . • . . . , . . • . . - . • .
:. 64&751Z
Jeff �lil .
. . , . . . . . . . • • . . . • • . . . . • . . • . • . .
.....,. 456-6104
Paul Burgess
................. 456-0492
on call pager nuMbtrs • . • •..................456-0493

TTJE TDWIt Of CCdTCtDiY, P.C.
Office of Mayor and Board ofAldermen
PATRICK U. SMATHERS, Mayor
MICHAEL B. RAY, Alderman
C. G. CRAW FORD, Alderman
TED WOODRUFF, Alderman
BILL D. EDWARDS, Alderman
December 18, 2000
To Whom It May Concern:
As the duly elected Mayor of the Town of Canton, I hereby authorize A.B. Matthews to
sign and submit application for a wastewater collection system permit and serve as the
contact person for this process.
�1
Patrick U. Smathers
Mayor

kpplicant's Certification: Note: 15A NCAC 2H. 0206(b) requires an authorized individual to sign this application form. In the case of
!orporations, signature is required by a principal executive officer of at least the level of vice president, or his duly authorized representative.
In the case of a municipal, state, or other public entity, a signature is required by either aprincipal executive officer, ranking elected official or
ether duly authorized employee. Duly authorized employees must provide 2roof rom the principal executive officer or ranking elected official
hat they have been authorized to sign this application.
I, A. B. Matthews, Assistant Town Manager
attest that this application for
Wastewater Collection System Permit for the Town of Canton,_ NC has
jeen ,reviewed by me and is accurate and complete to the best of my knowledge. I understand that if all required parts of this application are
not completed and that if all required supporting information and attachments are not included, this application package will be returned to me
is incomplete. Note: In accordance with NC General Statutes 143-215.6A and 143- 215.613, any person who knowingly makes any false
statement, representation, or certification in any application shall be guilty of a Class 2 misdemeanor which may include a fine not to exceed $
0,000 as well as civil penalties up to $25,000 per violation.
Date:
signature: Q-

T'F
LE
�` " 4� 04 1
��h��1F,
NCDENR
North Carolina Department of Environment and Natural Resources
Division of Water Quality
Beverly Eaves Perdue Coleen H. Sullins Dee Freeman
Governor Director Secretary
June 23, 2011
A. B. Matthews, Town Manager
Town of Canton
58 Park Street
Canton, N.C. 28716
Subject: Permit No. W00035423
Town of Canton
Haywood County Bridge 419
Wastewater Collection System
Haywood County
Dear Mr. Matthews:
In accordance with your application received June 16, 2011, we are forwarding herewith Permit
No. WQ0035423, dated June 23, 2011, to the Town of Canton for the construction and operation of the
subject wastewater collection system extension. This permit shall be effective from the date of
issuance until rescinded, and shall be subject to the conditions and limitations as specified therein.
This cover letter shall be considered a part of this permit and is incorporated therein by reference.
Please send Jeff Menzel or Don Price a copy of the "notice to proceed" issued to your contractor for
this collection system extension.
Please pay particular attention to Permit Condition 3 Which requires that the wastewater
collection facilities be properly operated and maintained in accordance with 15A NCAC 2T .0403 or any
individual system -wide collection system permit issued to the Permittee.
Permitting of this project does not constitute an acceptance of any part of the project that does
not meet 15A NCAC 2T; the Division of Water Quality's (Division) Gravity Sewer Minimum Design
Criteria adopted February 12, 1996 as applicable; and the Division's Minimum Design Criteria for the
Fast -Track Permitting of Pump Stations and Force Mains adopted June 1, 2000 as applicable, unless
specifically mentioned herein. Division approval is based on acceptance of the certification provided by
the North Carolina -licensed Professional Engineer named in the application. It shall be the Permittee's
responsibility to ensure that the as -constructed project meets the appropriate design criteria and rules.
Failure to comply may result in penalties in accordance with North Carolina General Statute §143-
215.6A through §143-215.6C, construction of additional or replacement wastewater collection facilities,
and/or referral of the North Carolina -licensed Professional Engineer to the licensing board.
Asheville Regional Office
2090 US Highway 70, Swannanoa, NC 2
DENR Customer Service Center
An Equal opportunity Action Employer
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Town of Canton June 23, 2011 Page 2
In accordance with the provisions of Article 21 of Chapter 143, General Statutes of North
Carolina as amended, and other applicable Laws, Rules, and Regulations, permission is hereby
granted to the Town of Canton for the construction and operation of approximately 365 linear feet of 10-
inch HDPE force main and 174 linear feet of 8-inch D.I. force main as part of the Haywood County
Bridge 419 project, and the discharge of collected domestic wastewater into the Blue Ridge Paper
Products existing sewerage system, pursuant to the application received June 16, 2011 and in
conformity with 15A NCAC 2T; the Division's Gravity Sewer Minimum Design Criteria adopted February
12, 1996 as applicable; the Division's Minimum Design Criteria for the Fast -Track Permitting of Pump
Stations and Force Mains adopted June 1, 2000 as applicable; and other supporting data subsequently
filed and approved by the Department of Environment and Natural Resources and considered a part of
this permit;
The sewage and wastewater collected by this system shall be treated in the Blue Ridge Paper
Products Wastewater Treatment Facility (Permit No. NC0000272) prior to being discharged into the
receiving stream.
If any parts, requirements, or limitations contained in this permit are unacceptable, you have the
right to request an adjudicatory hearing upon written request within 30 days following receipt of this
permit. This request must be in the form of a written petition, conforming to Chapter 150B of North
Carolina General Statutes, and filed with the Office of Administrative Hearings, 6714 Mail Service
Center, Raleigh, NC 27699-6714. Unless such demands are made, this permit shall be final and
binding.
If you need additional information concerning this matter, please contact Jeff Menzel or Don
Price at [phone].
Sincerely,
t ,
for Coleen H. Sullins, Director
Division of Water Quality
cc: Haywood County Building Inspector
William H. Dixon, P.E./Municipal Engineering Se
Blue Ridge Paper Products WWTP
Surface Water Protection Section Central Files
PERCS Files
SASWP1HaywoodlCollection Systems\Canton Collection System1WQ0035423 Haywood County Bridge 410 06 23 2011.doc

NORTH CAROLINA
ENVIRONMENTAL MANAGEMENT COMMISSION
DEPARTMENT OF ENVIRONMENT AND NATURAL RESOURCES
RALEIGH
WASTEWATER COLLECTION SYSTEM EXTENSION PERMIT
This permit shall be effective from the date of issuance until rescinded and shall be subject to the
following specified conditions and limitations:
This permit shall become voidable unless the wastewater collection facilities are constructed in
accordance with the conditions of this permit; 15A NCAC .0200; the Division of Water Quality's
(Division) Gravity Sewer Minimum Design Criteria adopted February 12, 1996 as applicable; the
Division's Minimum Design Criteria for the Fast -Track Permitting of Pump Stations and Force
Mains adopted June 1, 2000 as applicable; and other supporting materials unless specifically
mentioned herein.
2. This permit shall be effective only with respect to the nature and volume of wastes described in the
application and other supporting data.
3. The wastewater collection facilities shall. be properly maintained and operated at all times. The
Permittee shall maintain compliance with an individual system -wide collection system permit for the
operation and maintenance of these facilities as required by 15A NCAC 2T .0403. If an individual
permit is not required, the following performance criteria shall be met as provided in 15A NCAC 2T
.0403:
a. The sewer system shall be effectively maintained and operated at all times to prevent
discharge to land or surface waters, and any contravention of the groundwater standards in
15A NCAC 2L .0200 or the surface water standards in 15A NCAC 2B .0200.
b. A map of the sewer system shall be developed and shall be actively maintained.
c. An operation and maintenance plan shall be developed and implemented.
d. Pump stations that are not connected to a telemetry system shall be inspected every day (i.e.
365 days per year). Pump stations that- are connected to a telemetry system shall be
inspected at least once per week.
e. High -priority sewer lines shall be inspected at least once per every six-month period of time.
f. A general observation of the entire sewer system shall be conducted at least once per year.
g. Inspection -and maintenance records shall be maintained for a period of at least three years.
h. Overflows and bypasses shall -be reported to the appropriate Division regional office in
accordance with 15A NCAC 2B .0506(a), and public notice shall be provided as required by
North Carolina General Statute §143-215.1C.

PERMIT NO W00035423 Town of Canton Haywood County Bridge 419, Haywood County June 23. 2011
ENGINEERING CERTIFICATION - POST CONSTRUCTION
System Description:
permission is hereby granted to the Town of Canton for the construction and operation of approximately
365 linear feet of 10-inch HDPE force main and 174 linear feet of 8-inch D.I. force main as part of the
Haywood County Bridge 419 project, and the discharge of collected domestic wastewater into the Blue
Ridge Paper Products existing sewerage system,
Complete and submit this form to the Asheville regional office with the following:
• One copy of the project record drawings (plan & profile views of sewer lines) of the wastewater collection
system extension
• supporting design calculations (selected pumps, system curve, operating point, available storage if portable
generator(s) or storage greater than longest past three year outage reliability option selected) for any pump
stations permitted as part of this project
• Changes to the project should be clearly identified on the record drawings or in written summary form. Permit
modifications are required for any changes resulting in non-compliance with this permit regulations or
minimum design criteria.
This project shall not be considered complete nor allowed to operate until this Engineer's Certification and all
required supporting documentation have been received by the Division. Therefore, it is highly recommended
that this certification be sent in a manner that provides proof of receipt by the Division.
ENGINEER'S CERTIFICATION
❑ Partial ❑ Final
as a duly registered Professional Engineer in the State of North Carolina, having
been authorized to observe (❑ periodically; ❑ weekly, ❑ full time) the construction of the above referenced
project for the Permittee hereby state that, to the best of my abilities, due care and diligence was used in the
observation of the construction such that the construction was observed to be built within substantial compliance
of this permit; 15A NCAC 2T; the Division of Water Quality's (Division) Gravity Sewer Minimum Design Criteria
adopted February 12, 1996 as applicable; the Division's Minimum Design Criteria for the Fast -Track Permitting of
Pump Stations and Force Mains adopted June 1, 2000 as applicable; and other supporting materials.
North Carolina Professional Engineer's
seal, signature, and date:
SEND THIS FORM & SUPPORTING DOCUMENTATION
WITH REQUIRED ATTACHMENTS TO THE FOLLOWING ADDRESS
ROGER C. EDWARDS
SURFACE WATER PROTECTION SUPERVISOR
ASHEVILLE REGIONAL OFFICE
2090 US HIGHWAY 70
SWANNANOA, NC 28778
The Permittee is responsible for tracking all partial certifications up until a final certification is received. Any wastewater flow
made tributary to the wastewater collection system extension prior to completion of this Engineer's Certification shall be
considered a violation of the permit and shall subject the Permittee to appropriate enforcement actions.

WOO
035423
E- atieV North Carolina
r------- Dep nt-Qf-Env-rronm nd ;Natural Resources
i 'sioi� of Water Quality
> JUN e 8 2011 JUN i
VAO-T K. APPLICATION
- FTA 12/07 ver2
(e� WATER QUALITY ��-, VI Y � WAr, N, E�'p,� �`j;��,fi � l�?ENS, Alm FORCE MAINS
A�"LVILL� REC IO�aL �L'LL- I "C IG•,{L' r
cur4zm sewer sys ems ffr'8 hlot vrtse'in�ln art` ()f this application package)
INSTRUCTIONS':'•Indicate•-that you .-have-in.eJ.u,ded/a.ddre d--the=�fnllowing�list:of required...epp_IiEa 'on package items by
checking the space provided next to each applicable item. Failure to submit all required items will lead to your application
being returned as incomplete. Forms are available from the web site or by calling the Regional Office serving your county:
http://h2o. enr state. nc. us/peres/Collection%20Systems/CollectionSystemApplications. html
® A. Application Form - Submit one original and one copy of the completed and appropriately executed application
form. The application should include a project narrative describing the final build -out design (i.e. system and/or
pump station to ultimately serve 500 homes, but flow for only 100 homes being requested now). For modifications,
clearly explain the reason for the modification (i.e. adding another phase, changing line size/length, etc.). Only
include the modified information in this permit application - do not duplicate project information that has already
been included in the original permit.
Any changes to this form will result in the application being returned. The Division of Water Quality (Division) will
only accept application packages that have been fully completed with all applicable items addressed. You do not
need to submit detailed plans and specifications unless you respond NO to Item B(13).
Separate aDDlications should be made for non-contiguous sewer systems
® B. Application Fee - Submit a check in the amount of $480 made payable to: North Carolina Department of
Environment and Natural Resources (NCDENR). Checks shall be dated within 90 days of application submittal.
❑ C. Certificates of Public Convenience and Necessity - If the application is being submitted in the name of a
privately -owned public utility, submit two copies of the Certificate of Public Convenience and Necessity (CPCN)
which demonstrates that the public utility is authorized to hold the utility franchise for the area to be served by the
sewer extension. If a CPCN has not been issued, provide two copies of a letter from the North Carolina Utilities
Commission's Public Staff that states that an application for a franchise has been received, that the service area
is contiguous to an existing franchised area, and/or that franchise approval is expected. The project name in the
CPCN or letter must match that provided in Item A(2)a of this application.
❑ D. Operational Agreements - Submit one original and two copies of a properly executed operational agreement, as
per 15A NCAC 02T .0115, if the application is submitted by a private applicant and will be serving residential or
commercial lots (e.g., houses, condominiums, townhomes, outparcels, etc.) that will be sold to another entity. If
the applicant is a home or property owner's association, use Form HOA 02/03. If the applicant is a developer,
use Form DEV 02/03. EVEN IF THE PROJECT MAY BE TURNED OVER TO A MUNICIPALITY UPON
COMPLETION, FORM DEV 02/03 IS REQUIRED.
❑ E. Downstream Sewer, WWTF Capacity and Flow Tracking/Acceptance - FORM FTSE 10/07 (Flow
Tracking/Acceptance for Sewer Extension Permit Applications) is required with every application. The applicant
(and owners of downstream sewers, pump stations and/or treatment facilities submitting FORM FTSE-10/07)
certifies that, to the best of their knowledge. `"^ addition of the volume of wastewater to be permitted in this
project has been evaluated along the route to , -,ceiving treatment plant, and that the flow from this project will
not cause capacity related sanitary sewer overflows or overburden any downstream pump station en route to the
receiving wastewater treatment plant. Where the applicant is not the owner of the downstream sewer, submit two
copies of FORM FTSE 10/07 from the owner of the downstream sewer and owner of the WWTF, if different. The
flow acceptance indicated in FORM FTSE-10/07 must not expire prior to permit issuance and must be dated less
than one year prior to the application date. Submittal of this application and FORM FTSE-10/07 indicates that
owner has adequate capacity and will not violate G.S. 143-215.67(a). Intergovernmental agreements or other
contracts will not be accepted in lieu of project -specific FTSE 10/07.
® F Map - Submit an 8.5-inch by 11-inch COLOR copy of a USGS Topographic Map of sufficient scale to identify the
entire project area and the closest surface waters. Each map or maps must show the location of the sewer line
and pump stations and be of reproducible quality. Include a street level map showing the downstream connection
point, and the permit number for the downstream sewer, if known.
FTA 12/07_ver2

G. Stream Classifications — Watershed Classification Attachment (Form WACAS-12/07) If any portion of the
project boundary is within 100 feet of any surface water or wetlands, the Watershed,;Classification Attachment
must be completed.
❑ H Environmental Assessments — If this project is subject to an Environmental Assessment (EA) [15A NCAC
01C], this application cannot be used. Send the project application on the most current version of Form
PSFMGSA to the Design Management Unit, 1633 Mail Service Center, Raleigh, NC 27699-1633. Applications
cannot be accepted until a Finding of No Significant Impact (FONSI) or Environmental Impact Statement (EIS)
has been issued. A copy is to be submitted with that permit application.
❑ I. Flow Direction — Many wastewater treatment systems are entering into agreements for regionalization efforts
and emergency treatment capacity. Parts of the system are installed so that the wastewater flow can be directed
to more than one treatment facility. If this is the case with this project, please indicate in B(12) and give the permit
number of the second treatment facility.
❑ J. Certifications — Section C
The application must be certified by both the applicant and the design engineer who is a North Carolina
Registered Professional Engineer (PE). The applicant signature must match the signing official listed in Item
A(lb). The PE should NOT certify the application if he/she is unfamiliar with 15A NCAC Chapter 2T, the Gravity
Sewer Minimum Design Criteria (most recent version) and the Minimum Design Criteria for the Fast -Track
Permitting of Pump Stations and Force Mains (most recent version), as applicable to the project.
THE COMPLETED FTA 12/07 APPLICATION PACKAGE, INCLUDING ALL SUPPORTING
DOCUMENTS AND $480 FEE, SHOULD BE SENT TO THE APPROPRIATE REGIONAL OFFICE:
REGIONAL OFFICE
ADDRESS
COUNTIES SERVED
Asheville Regional Office
2090 US Highway 70
Avery, Buncombe, Burke, Caldwell, Cherokee,
Swannanoa, North Carolina 28778
Clay, Graham, Haywood, Henderson, Jackson,
[phone]
Macon, Madison, McDowell, Mitchell, Polk,
[phone] Fax
Rutherford, Swain, Transylvania, Yancey
Fayetteville Regional Office
225 Green Street Suite 714
Anson, Bladen, Cumberland, Harnett, Hoke,
Fayetteville, North Carolina 28301-5094
Montgomery, Moore, Robeson, Richmond,
[phone]
Sampson, Scotland
[phone] Fax
Mooresville Regional Office
610 E. Center Avenue
Alexander, Cabarrus, Catawba, Cleveland,
Mooresville, North Carolina 28115
Gaston, Iredell, Lincoln, Mecklenburg, Rowan,
[phone]
Stanly, Union
[phone] Fax
Raleigh Regional Office
1628 Mail Service Center
Chatham, Durham, Edgecombe, Franklin,
Raleigh, North Carolina 27699-1628
Granville, Halifax, Johnston, Lee, Nash,
[phone]
Northampton, Orange, Person, Vance, Wake,
[phone] Fax
Warren, Wilson
Washington Regional Office
943 Washington Square Mall
Beaufort, Bertie, Camden, Chowan, Craven,
Washington, North Carolina 27889
Currituck, Dare, Gates, Greene, Hertford, Hyde,
[phone]
Jones, Lenoir, Martin, Pamlico, Pasquotank,
[phone] Fax
Perquimans, Pitt, Tyrrell, Washington, Wayne
Wilmington Regional Office
127 Cardinal Drive Extension
Brunswick, Carteret, Columbus, Duplin, New
Wilmington, North Carolina 28405
Hanover, Onslow, Pender
[phone]
[phone] Fax
Winston-Salem Regional Office
585 Waughtown Street
Alamance, Alleghany, Ashe, Caswell, Davidson,
Winston-Salem, North Carolina 27107
Davie, Forsyth, Guilford, Rockingham, Randolph,
[phone]
Stokes, Surry, Watauga, Wilkes, Yadkin
[phone] Fax
For more information, please visit our web site at: http://h2o.enr.state.nc.us/peres/
or contact the Regional Office serving your county.
FTA12/07 ver2

USE THE TAB KEY TO MOVE FROM FIELD TO FIELD! Application Number: Q0035423 4
(to be completed by DWQ)
1.
Owner/Permittee:
..................
1 a.
_...._...._...... ... _.... ----..__..... _........................................ ...................... ....._.............. .... .._..... ---......... ............................................... ----...._.._.._._..__..... _......_._._.
Town of Canton
Full Legal Name (company, municipality, HOA, utility, etc.)
Z-
.1 b.
- ...----- - -..... --...__............_.......__.............................._......... ....._....... _......._....._......_...._........... ..._............... _.................. .... _................
Al Matthews own Manager)
Signing Official Name and Title (Please review 15A NCAC 2T .0106 (b) for authorized signing officials!)
H..........................................................................................
......................................................................................... ...........................................................................:......................................................... ................. ........................................... _...... ........_....... _........................ .................................. ............... _.._.... .......................... _._... _.
Q
1 c.
The legal entity who will own this system is:
❑ Individual ❑ Federal ® Municipality ❑ State/County ❑ Privat
. ............. - — --
O
1 d.
58 Park Street 1 e. Canton
LL.
Mailing Address It
1f.
NC 119. 28716
Z
State r Zip Cgde
-
1 h.
828 524-2516 i1 i -. F c
( ) 1I. aim � cant
4 ti
F-
U 2.
_ ;; Telephone ! sacs mile -trt I
p ..
LE . .. .... W
Project (Facility) Information:,. ; �I ,'
v
�
.2a.
—7
Haywood County Bridge 419 on US 13 23�(Parker Street) 2b.H oT d ?..I
JUN - g
C
_............_..._._..._._...__.....-
Brief Project Name (permit will refer td It isle riam 6 Gourit
-...__...._......._..............._._..._......_.__...._...._......_......_....._..._-:....._.....__......_...._.1........_......2Q.�_1.........._.....�.._..:.._.._..
WhereProje
_......__,__.._....._..
t is Located
........ _...._.._._..._.._..__...-... ....... _...__..._1.......... ..._..._-......
�3.
......... _........_
Contact Person: ;:
.................................._...._._................................_....._.._.........._......_.._....................,............................._.................... _............._.._..._...._........_..._......._......_........ ......_...._....................._
,:................................._
JJ
:..... .r_. _�.. r..,.i_ .LITY _. . ...........
3a.
Billy Dixon -Design Engineer
Name and Affiliation of SomeoneiWh Cara Answer Quesjions,About this A lication
................ _.. __..........__..._ .. ...... .......... - _ _........
r, µ
3b.
[phone] y :J3c -bdixon rriesco:com.-.._ _
Phone Number _ E-mail
J
1.
Project is ® New ❑ Modification (of an existing permit) If Modification, Permit No.:
2.
Owner is ® Public (skip to Item B(3)) ❑ Private (go to Item 2(a))
2a.
If private, applicant will be: 2b. If sold, facilities owned by a (must choose one
❑ Retaining Ownership (i.e. store, church, single office, etc.) or ❑ Public Utility (Instruction C)
❑ Leasing units (lots, townhomes, etc. -skip to Item B(3)) ❑ Homeowner Assoc./Developer (Instruction D)
❑ Selling units (lots, townhomes, etc. - go to Item B(2b))
3.
Blue Ridge Paper Products Inc. j
Z
Owner of Wastewater Treatment Facility (WWTF) Treating Wastewater From This Project
o
_
................
4a.
-........ _._................................ -... -.........._........_......................................................................... ................ _......................................... _........ -.............. -...... -..... ........ ---._.........-..................... _..... _....----.... ...... .................................. __......... _................ _...... -.................................. __.... _....... -..... _........... ---... _........
Canton Mill 4b. NC0000272
Name of WWTF WWTF Permit No.
5a.
Town Of Canton 5b. 12 ® Gravity 5c.
Q°
Owner of Downstream Sewer Receiving Sewer Size ❑ Force Main Permit # of Downstream Sewer (Instruction E)
®
LL.,.-........__.._......._.-...._.._.......
.................
6.
.................... ............. ..................................._.__.....__._..............__......_..._.._....._..._......._................_....._._......._.._...._....................._..._.__......_..._........._..__.................. _......__..._._.._.........._............_..... ....._..._.__......_.__._._._.__.._........---.._.._....._..._..- .._...-... ---..._......
The origin of this wastewater is (check all that apply):
............. .........................._......__...__...__...__....._.... _ _......:........... _._...._..............._...._ ....__...... ...... .... _....... _...... _...._....._....... ......... _..... .._...... _....._......._.__..._.._...._....._.._........_.... ........._............
Z
❑ Residential Subdivision ElRetail (Stores, shopping centers) % Domestic/Commercial
�-
❑ Apartments/Condominiums El Institution
❑ Hospital %Industrial (attach
❑ Mobile Home Park ❑Church description.)
W
❑ School
❑ Restaurant ❑ Nursing Home (RO: contact your Regional Office
®-
❑ Office ❑ Other (specify): Pretreatment staff)
(Commercial/Industrial)
% Other (specify):
..................
7.
..................... _.................... ................................... _.... __...... _.._.... __...__.... _................................ .................................................. .......... _..... __.... _................................... ........................................................... ........ _......... ........ ........................................................... ....................... ..............................................................................
Volume of wastewater to be allocated or permitted for this particular project: 0 gallons per day
*Do not include future flows or previously permitted allocations
8.
If the permitted flow is zero, indicate why:
❑ Pump Station, Outfall or Interceptor Line where flow will be permitted in subsequent permits that connect to this line
❑ Flow has already been allocated in Permit No.
❑ Rehabilitation or replacement of existing sewer with no new flow expected (see 15A NCAC 02T .0303 to determine if a
permit is required)
FTA 12/07_ver2

.......................................... ............................. _........... ......................... -..... ._............._....... ........ _................................................................................. ........................................... .............................. .........................................._............... ..................... ...........................................
.
i
.9. Provide the wastewater flow calculations used in determining the permitted flow in accordance with 15A NCAC 2T .0114 for
the value in Item B(7) AND/OR the design flow for line or pump station sizing if a reduced or zero flow is being requested in
Item 13(7). Values other than that in 15A NCAC 2T .0114 (b) and (c) must be supported with actual water or wastewater use!
data in accordance with 15A NCAC 2T .0114 (f).
I
N/A (Replacing existing lines only)
... ............ .................................... .......................... ............... _..... .........._.._._......_............... .................................................. ..._.................... _...._......... -..... -...__......_........,_..................................................................._................................_............._....._......................_.._...._............_....._......_........_._..._....._._.._....._._
I
10. Summary of Sewer Lines to be Permitted (attach additional sheets if necessary)
...................................... ............... -...... _......... ._........_............ _................... .................................. _........ ............................................ .............. ......................... .......................... _......
Size (inches) Length (feet) New Gravity or Additional
Force Main
....... _........ -.... _........ ........ _...... ........ __........ _.... __..__... .......... ._............_......... --- ...... _...... __...................... t..-. .................................................................................................
r
10" HDPE ! 365' ! Force Main
...... _-..._........ __...._........__................_...........---......_..................__.................................._......__._._._._... _...._.. -...--._...__....._..---...._.... _................. _................ _..... ..-- - - ---- - -- .._....... .__..__.... .... -----------
D.I. 174' Force Main
t
......................_._.............................
............_....-............ ........ _....__.._........... - ......-- .._......__....--..._..;
i
i
I
® 11. Summary of Pump Stations w/ associated Force Mains to be Permitted (attach additional sheets as necessary) I
LU
Pump Station Location ID (self chosen - as shown on plans/map for reference)
.....__..__................................_......................................................._.........................._................................._....................._..._..___..............._...........___.........._...._..........................................._........_._.........................T.........._........................_...._.........................._......._....._..................._...........:._..........................._......._.............._...
Z Design Flow ' Power Reliability Option j I
Operational Point
Z (MGD) j GPM @TDH 1 - permanent generator w/ATS; ( Force Main Size i Force Main Length
! ? 2 - portable generator w/MTS
i
N/A ( N/A N/A i N/A N/A
Z j
,Pump Station Location ID (self chosen - as shown on plans/map for reference)
Design Flow Operational Point; Power Reliability Option I
(MGD) GPM @TDH 1 - permanent generator w/ATS; ! Force Main Size Force Main Length;
® 2 - portable generator w/MTS
i
Z i I
i
Pump Station Location ID (self chosen - as shown on plans/map for reference)
...........................................__............._......_...._......._........................._.........._..._......__......__.._..-_..............................................._._........ ..........
......
i
Design Flow Power Reliability Option j
(MGD) Operational Point, 1 - permanent generator w/ATS; Force Main Size Force Main Length'
GPM @TDH j
m f 2- portable generator w/MTS I
............ _ ........._................................ i................... .............. _.......... _..................... ...................................._......_..............._..............._...................._....._..............._............................ .;............._...---......_............ _... _...... _ ........ ......... '............. --- ................
.........
12. Will the wastewater flow in the proposed sewer lines or pump stations be able to be directed to another treatment facility?
❑ Yes ® No If Yes, permit number of 2"d treatment facility
!(RO - if "yes" to 13,12 please contact the Central Office PERCS Unit) I
_.-......--......._......._....__...._.._... ..................................................................... --- .............. __...... _._.__....._.... _....... .._.._._............................... _._..... _..... _........ _.............. _.... _........ - ................................... .............. .... .........................._.................. .................. _.... __........ _ ....
_.__....__._........_......
13. Does the sewer system comply with the Minimum Design Criteria for the Fast Track Permitting of Pump Stations and Force
Mains (latest version), the Gravity Sewer Minimum Design Criteria (latest version) and 15A NCAC Chapter 2T as j
applicable? I
® Yes ❑ No If No, please reference the pertinent minimum design criteria or regulation and indicate why a
variance is requested. SUBMIT TWO COPIES OF PLANS, SPECIFICATIONS OR CALCULATIONS
PERTINENT TO THE VARIANCE WITH YOUR APPLICATION
I
FTA 12/07_ver2

14. Have the following permits/certifications been submitted for approval for the system or project to be served?
Wetland/Stream Crossings - General Permit or 401 Certification?
❑ Yes
® No
❑ N/A
Sedimentation and Erosion Control Plan?
❑ Yes
® No
❑ N/A
Stormwater?
❑ Yes
® No
❑ N/A
15. Does this project include any high priority lines, [see 15A NCAC 02T .0402 (2)] involve aerial lines, siphons, or interference
manholes)? These lines will be considered high priority and must be checked once every six months
if Yes: ❑ and provide details
1. Owner/Permittee's Certification: (Signature of Signing Official and Project Name)
1 a.
N
Z
a
U_
L1L
H
W
W
0
A
1, the Town Manager, attest that this application for relocation of existing sewer lines due to roadway construction for
NCDOT project B-3656 has been reviewed by me and is accurate and complete to the best of my knowledge. 1
understand that if all required parts of this application are not completed and that if all required supporting documental
and attachments are not included, this application package is subject to being returned as incomplete. Note: In
accordance with North Carolina General Statutes 143-215.6A and 143-215.68, any person who knowingly makes any
false statement, representation, or certification in any application shall be guilty of a Class 2 misdemeanor, which may
include a fine not to exceed $10, 000 as well as civil penalties up to $25,000 per violation.
Signing Official
Date
3INEERING DESIGN DOCUMENTS MUST BE COMPLETED PRIOR TO SUBMITTAL OF THIS
'LICATION. THESE DOCUMENTS MUST INCLUDE PLAN AND PROFILE OF SEWERS, THEIR PROXIMI
OTHER UTILITIES, DESIGN CALCULATIONS. ETC. REFER TO 15A NCAC 02T .0305
Professional Engineer's Certification: (Signature of Design Engineer and Project Name)
1 attest that this application for relocation of existing sewer lines due to roadway construction for NCDOT project B-3881
has been reviewed by me and is accurate, complete and consistent with the information in the engineering plans,
calculations, and all other supporting documentation to the best of my knowledge. I further attest that to the best of my
knowledge the proposed design has been prepared in accordance with the applicable regulations, Gravity Sewer Minimum
Design Criteria for Gravity Sewers adopted February 12, 1996, and the Minimum Design Criteria for the Fast -Track
Permitting of Pump Stations and Force Mains adopted June 1, 2000 and the watershed classification in accordance with
Division guidance. Although other professionals may have developed certain portions of this submittal package, inclusion
of these materials under my signature and seal signifies that I have reviewed this material and have judged it to be
consistent with the proposed design. Note: In accordance with NC General Statutes 143-215.6A and 143-215.6B, any
person who knowingly makes any false statement, representation, or certification in any application shall be guilty of a
Class 2 misdemeanor which may include a fine not to exceed $10, 000 as well as civil penalties up to $25, 000 per violation.
William H. Dixon, P.E.
Professional Engineer Name
MuniciDal Enaineerino Services Co.. P.A.
Engineering Firm
P.O. Box 97
Mailing Address
......................................................................
Garner
City
............-..................... .......................................
.
[phone]
Telephone
[phone]
Facsimile
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........... .............................. .... .............................................................. .................. ....I '/111111110
E-mail iNC PE Seal, Signature & Date
FTA12/07 ver2

FORM WSCAS-12/07 \0=DFWATF9QG
WATERSHED CLASSIFICATION ATTACHMENT >
o
FOR SEWER SYSTEMS
Applicant Name Project Name
B-3656 Bridge # 419 on US 19-23 over the Pigeon River in
Town of Canton Canton
.Professional Engineer Name • Engineering Firm Name
Billy Dixon
Municipal Engineering Services Co., P.A.
Location
ID
Name of Waterbody'
County
River
Basin
Waterbody Stream
Index No.
Waterbody
Classification
1A
Pigeon River
Haywood
French
Broad
5-(7)
C
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1 6 2
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INFaTcR G
JA.UTY SECTION
If unnamed, indicate "unnamed tribufar-y-to X where'X is the named waterbody to which.the unnamed tributary joins.
l certify that as a Registered Professional Engineer in the State of
North Carolina that 1 have diligently followed the Division's instructions
for classifying waterbodies and that the above classifications are
inclusive of the stated project, complete and correct to the best of my
knowledge and belief.
PE Seal, Signature and Date
*** END OF FORM WSCAS-12/07 ***
FORM: WSCAS-12/07 Page I of 1

V %ORTI, 0
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OF FMdaOP
PAY TO THE
ORDER OF
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ESOURCES
Payable at Par Through Federal' Reserve System
" CONTAINS
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$ 480.00
- Mark
Chief Fina
66-1059
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MUNICIPAL ENGIN'
AIoTGUARD
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Telephone: (336) Z72-4578
Fax: [phone]
j�--r,��
Office Box 97
ain & Spine SpecialistsUROS
1130 N. Church Street, Suite 200Post
Greensboro, NC 27401
Garner, N.C. 27529
UBCRRY � PI{y51p TRY � 16fpGING
VanguardBrainAndSpine.com
[phone]
FAX [phone]e
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TO N.C.DENR Asheville
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NO.
2090 U.S. 70 Highw
Swannanoa, NC 28'
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'ermitting For:
U
3-3656 Haywood Co.
S Bridge # 14 Replacement
Please find enclosed:
------ ------
-
COPIES
DATE
DESCRIPTION
2
6/14/11
1 check in the amount of $480.00 for permit application review
2
6/14/11
Permit application
If enclosures are not as noted, kindly notify us at once.

oQ
6tyt OF T90,
PAY TO THE
ORDER OF
' NC Department of Jransportation
. 514 Mail 'Service Center
Raleigh, NC 27699-1514

66-1059
531
"Warrant 3.04,1351
Date:.` 05/2`3/201%1.:.

ILE C "I
NCDENR
North Carolina Department of Environment and Natural
Division of Water Quality
Beverly Eaves Perdue Coleen H. Sullins
Governor Director
August 22, 2011
A. B. Matthews, Town Manager
Town of Canton
58 Park Street
Canton, N.C. 28716
Resources
Dee Freeman
Secretary
Subject: Permit No. WQ0035519
Town of Canton
Champion Drive Sewer Improvements
Pump Station #11
Haywood County
Dear Mr. Matthews:
In accordance with your application received August 8, 2011, we are forwarding herewith
Permit No. WQ0035519, dated August 22, 2011, to the Town of Canton for the construction and
operation of the subject wastewater collection system extension. This permit shall be effective from the
date of issuance until rescinded, and shall be subject to the conditions and limitations as specified
therein. This cover letter shall be considered a part of this permit and is incorporated therein by
reference. Please send Jeff Menzel or Don Price a copy of the "notice to proceed" issued to your
contractor for this collection system extension.
Please pay particular attention to Permit Condition 3 which requires that the wastewater
collection facilities be properly operated and maintained in accordance with 15A NCAC 2T .0403 or any
individual system -wide collection system permit issued to the Permittee.
Permitting of this project does not constitute an acceptance of any part of the project that does
not meet 15A NCAC 2T; the Division of Water Quality's (Division) Gravity Sewer Minimum Design
Criteria adopted February 12, 1996 as applicable; and the Division's Minimum Design Criteria for the
Fast -Track Permitting of Pump Stations and Force Mains adopted June 1, 2000 as applicable, unless
specifically mentioned herein. Division approval is based on acceptance of the certification provided by
the North Carolina -licensed Professional Engineer named in the application. It shall be the Permittee's
responsibility to ensure that the as -constructed project meets the appropriate design criteria and rules.
Failure to comply may result in penalties in accordance with North Carolina General Statute §143-
215.6A through §143-215.6C, construction of additional or replacement wastewater collection facilities,
and/or referral of the North Carolina -licensed Professional Engineer to the licensing board.
Asheville Regional Office
2090 US Highway 70, Swannanoa, NC 28778
Internet www.ncwaterquality.org
Telephone [phone] Fax [phone]
DENR Customer Service Center
An Equal Opportunity Action Employer
Telephone [phone]
50% recycled/10% post -consumer paper

Town of Canton August 22, 2011 Page 2
In accordance with the provisions of Article 21 of Chapter 143, General Statutes of North Carolina as
amended, and other applicable Laws, Rules, and Regulations, permission is hereby granted to the
Town of Canton for the construction and operation of approximately 442 linear feet of 8-inch gravity
sewer; a 180—gallon per minute pump station with duplex pumps, on -site audible and visual high water
alarms, a permanent generator with telemetry as well as approximately 1,404 linear feet of 6-inch
force main as part of the Champion Drive Sewer Improvements project. The discharge of collected
domestic wastewater will go into the Blue Ridge Paper Products (Evergreen Packaging) existing
sewerage system, pursuant to the application received August 8, 2011 and in conformity with 15A
NCAC 2T; the Division's Gravity Sewer Minimum Design Criteria adopted February 12, 1996 as
applicable; the Division's Minimum Design Criteria for the Fast -Track Permitting of Pump Stations and
Force Mains adopted June 1, 2000 as applicable; and other supporting data subsequently filed and
approved by the Department of Environment and Natural Resources and considered a part of this
permit;
The sewage and wastewater collected by this system shall be treated in the Blue Ridge Paper
Products Wastewater Treatment Facility (Permit No. NC0000272) prior to being discharged into the
receiving stream.
If any parts, requirements, or limitations contained in this permit are unacceptable, you have the
right to request an adjudicatory hearing upon written request within 30 days following receipt of this
permit. This request must be in the form of a written petition, conforming to Chapter 150B of North
Carolina General Statutes, and filed with the Office of Administrative Hearings, 6714 Mail Service
Center, Raleigh, NC 27699-6714. Unless such demands are made, this permit shall be final and
binding.
If you need additional information concerning this matter, please contact Jeff Menzel or Don
Price at [phone].
Sincerely, %
a,,
for Coleen H. Sullins, Director
Division of Water Quality
cc: ing Inspector
r.: n,
Mike Waresak, P.E./McGill Associates, P.A.
Surface Water Protection Section Central Files
PERCS Files
S:1SWP1HaywoodlCollection Systems\Canton Collection System\WQ0035518 Champion Drive Sewer Improvements Pump Station
#11 08-22-2011.doc

NORTH CAROLINA
ENVIRONMENTAL MANAGEMENT COMMISSION
DEPARTMENT OF ENVIRONMENT AND NATURAL RESOURCES
RALEIGH
WASTEWATER COLLECTION SYSTEM EXTENSION PERMIT
This permit shall be effective from the date of issuance until rescinded and shall be subject to the
following specified conditions and limitations:
This permit shall become voidable unless the wastewater collection facilities are constructed in
accordance with the conditions of this permit; 15A NCAC .0200; the Division of Water Quality's
(Division) Gravity Sewer Minimum Design Criteria adopted February 12, 1996 as applicable; the
Division's Minimum Design Criteria for the Fast -Track Permitting of Pump Stations and Force
Mains adopted June 1, 2000 as applicable; and other supporting materials unless specifically
mentioned herein.
2. This permit shall be effective only with respect to the nature and volume of wastes described in the
application and other supporting data.
3. The wastewater collection facilities shall be properly maintained and operated at all times. The
Permittee shall maintain compliance with an individual system -wide collection system permit for the
operation and maintenance of these facilities as required by 15A NCAC 2T .0403. If an individual
permit is not required, the following performance criteria shall be met as provided in 15A NCAC 2T
.0403:
a. The sewer system shall be effectively maintained and operated at all times to prevent
discharge to land or surface waters, and any contravention of the groundwater standards in
15A NCAC 2L .0200 or the surface water standards in 15A NCAC 2B .0200.
b. A map of the sewer system shall be developed and shall be actively maintained.
c. An operation and maintenance plan shall be developed and implemented.
d. Pump stations that are not connected to a telemetry system shall be inspected every day (i.e.
365 days per year). Pump stations that are connected to a telemetry system shall be
inspected at least once per week.
e. High -priority sewer lines shall be inspected at least once per every six-month period of time.
f. A general observation of the entire sewer system shall be conducted at least once per year.
g. Inspection and maintenance records shall be maintained for a period of at least three years.
h. Overflows and bypasses shall be reported to the appropriate Division regional office in
accordance with 15A NCAC 2B .0506(a), and public notice shall be provided as required by
North Carolina General Statute §143-215.1 C.

PERMIT W00035519 Town of Canton Champion Drive Sewer Pump Station #11 Haywood County August 22 2011
4. This permit shall not be transferable. In the event there is a desire for the wastewater collection
facilities to change ownership, or there is a name change of the Permittee, a formal permit request
shall be submitted to the Division accompanied by documentation from the parties involved, and
other supporting materials as may be appropriate. The approval of this request shall be
considered on its merits and may or may not be approved.
5. Construction of the gravity sewers, pump stations, and force mains shall be scheduled so as not to
interrupt service by the existing utilities nor result in an overflow or bypass discharge of wastewater
to the surface waters of the State.
6. Upon completion of construction and prior to operation of these permitted facilities, a certification, a
copy of the construction record drawings, as well as supporting design calculations for any pump
stations permitted as part of this project shall be received from a North Carolina -licensed
Professional Engineer certifying that the facilities have been installed in accordance with this
permit; 15A NCAC 2T; the Division's Gravity Sewer Design Criteria adopted February 12, 1996 as
applicable; the Division's Minimum Design Criteria for the Fast -Track Permitting of Pump Station
and Force Main adopted June 1, 2000 as applicable; and other supporting materials. If this project
is to be completed in phases and partially certified, you shall retain the responsibility to track
further construction approved under the same permit, and shall provide a final certificate of
completion once the entire project has been completed. A copy of the construction record
drawings, indicating the facilities constructed in the phase being certified, shall be submitted with
each partial certification. Mail the Engineer's Certification, one copy of the "Construction Record
Drawings," and one copy of the supporting design calculations to the Non -Discharge Permitting
Unit, 1617 Mail Service Center, Raleigh, NC 27699-1617.
7. A copy of the construction record drawings shall be maintained on file by the Permittee for the life
of the wastewater collection facilities.
8. Failure to abide by the conditions and limitations contained in this permit; 15A NCAC 2T.; the
Division's Gravity Sewer Design Criteria adopted February 12, 1996 as applicable; the Division's
Minimum Design Criteria for the Fast -Track Permitting of Pump Station and Force Mains adopted
June 1, 2000 as applicable; and other supporting materials may subject the Permittee to an
enforcement action by the Division, in accordance with North Carolina General Statutes §143-
215.6A through §143-215.6C.
9. In the event that the wastewater collection facilities fail to perform satisfactorily, including the
creation of nuisance conditions, the Permittee shall take immediate corrective action, including
those as may be required by this Division, such as the construction of additional or replacement
facilities.
10. The issuance of this permit shall not exempt the Permittee from complying with any and all
statutes, rules, regulations, or ordinances that may be imposed by other government agencies
(local, state and federal) which have jurisdiction, including but not limited to applicable river buffer
rules in 15A NCAC 2B .0200, erosion and sedimentation control requirements in 15A NCAC Ch. 4
and under the Division's General Permit NCG010000, and any requirements pertaining to wetlands
under 15A NCAC 2B .0200 and 15A NCAC 2H .0500.
11. Noncompliance Notification:
The Permittee shall report by telephone to a water quality staff member at the Asheville Regional
Office, telephone number [phone], as soon as possible, but in no case more than 24 hours
or on the next working day, following the occurrence or first knowledge of the occurrence of either
of the following:
2

PERMIT W00035519 Town of Canton Champion Drive Sewer Pump Station #11 Haywood County August 2_
a. Any process unit failure, due to known or unknown reasons, that renders the facility incapable
of adequate wastewater transport, such as mechanical or electrical failures of pumps, line
blockage or breakage, etc.; or
b. Any failure of a pumping station or sewer line resulting in a by-pass directly to receiving waters
without treatment of all or any portion of the influent to such station or facility.
Voice mail messages or faxed information is permissible but this shall not be considered as the
initial verbal report. Overflows and spills occurring outside normal business hours may also be
reported to the Division of Emergency Management at telephone number [phone] or (919)
733-3300. Persons reporting any of the above .occurrences shall file a spill report by completing
Part I of Form CS-SSO (or the most current Division approved form), within five days following first
knowledge of the occurrence. This report shall outline the actions taken or proposed to ensure that
the problem does not recur. Per Condition 1(2), Part II of Form CS-SSO (or the most current
Division approved form) can also be completed to show that the SSO was beyond control.
Permit issued this the 22nd day of August, 2011
NORTH CAROLINA ENVIRONMENTAL MANAGEMENT COMMISSION
�� acz�
for Coleen H. Sullins, Director
Division of Water Quality
By Authority of the Environmental Management Commission
Permit Number WQ0035519

PERMIT W00035519 Town of Canton Champion Drive Sewer Pump Station #11 Haywood County Auaust Z 2011
ENGINEERING CERTIFICATION - POST CONSTRUCTION
System Description:
permission is hereby granted to the Town of Canton for the construction and operation of approximately
442 linear feet of 8-inch gravity sewer; a 180—gallon per minute pump station with duplex pumps, on -
site audible and visual high water alarms, a permanent generator with telemetry as well as
approximately 1,404 linear feet of 6-inch force main as part of the Champion Drive Sewer
Improvements project. The discharge of collected domestic wastewater will go into the Blue Ridge
Paper Products (Evergreen Packaging).
Complete and submit this form to the Asheville regional office with the following:
• One copy of the project record drawings (plan & profile views of sewer lines) of the wastewater collection
system extension
• supporting design calculations (selected pumps, system curve, operating point, available storage if portable
generator(s) or storage greater than longest past three year outage reliability option selected) for any pump
stations permitted as part of this project
Changes to the project should be clearly identified on the record drawings or in written summary form. Permit
modifications are required for any changes resulting in non-compliance with this permit, regulations or
minimum design criteria.
This project shall not be considered complete nor allowed to operate until this Engineer's Certification and all
required supporting documentation have been received by the Division. Therefore, it is highly recommended
that this certification be sent in a manner that provides proof of receipt by the Division.
ENGINEERS CERTIFICATION
❑ Partial ❑ Final
, as a duly registered Professional Engineer in the State of North Carolina, having
been authorized to observe (❑ periodically, ❑ weekly, ❑ full time) the construction of the above referenced
project for the Permittee hereby state that, to the best of my abilities, due care and diligence was used in the
observation of the construction such that the construction was observed to be built within substantial compliance
of this permit; 15A NCAC 2T; the Division of Water Quality's (Division) Gravity Sewer Minimum Design Criteria
adopted February 12, 1996 as applicable; the Division's Minimum Design Criteria for the Fast -Track Permitting of
Pump Stations and Force Mains adopted June 1, 2000 as applicable; and other supporting materials.
North Carolina Professional Engineer's
seal, signature, and date:
SEND THIS FORM & SUPPORTING DOCUMENTATION
WITH REQUIRED ATTACHMENTS TO THE FOLLOWING ADDRESS
ROGER C. EDWARDS
SURFACE WATER PROTECTION SUPERVISOR
ASHEVILLE REGIONAL OFFICE
2090 US HIGHWAY 70
SWANNANOA, NC 28778
The Permittee is responsible for tracking all partial certifications up until a final certification is received. Any wastewater flow
made tributary to the wastewater collection system extension prior to completion of this Engineer's Certification shall be
considered a violation of the permit and shall subject the Permittee to appropriate enforcement actions.

_ ' Vill'Q0035519?
pa�tin" onvironment and Natural Resources
''Division of Water Quality
S: •' 11 � � kit i I � r
�1 AUG 8Oi1;.` �. , ;_: �T-TIaACK APPLICATION
(FTA 12/07 very)
L I
g - Zj I for�GR2�.TT�'r�RS, P MP STATIONS, AND FORCE MAINS
•` Pres'sute Br�.Ua�LuppLse)u�rj�stem are not to be included as part of this application package)
INSTRUCTIONS: Indicate that yoLQk,5,Ue2ncluded/addressed`•th'd-'foilowing. list of required application package items by
checking the space provided next to each applicabia`ifdtri''••Ftfihf'reAo=submit all required items will lead to your application
being returned as incomplete. Forms are available from the web site or by calling the Regional Office serving your county:
http://h2o. enr. state. nc. us/peres/Collection%20Systems/Col/ectionSystemApp/ications. html
® A. Application Form - Submit one original and one copy of the completed and appropriately executed application
form. The application should include a project narrative describing the final build -out design (i.e. system and/or
pump station to ultimately serve 500 homes, but flow for only 100 homes being requested now). For modifications,
clearly explain the reason for the modification (i.e. adding another phase, changing line size/length, etc.). Only
include the modified information in this permit application - do not duplicate project information that has already
been included in the original permit.
Any changes to this form will result in the application being returned. The Division of Water Quality (Division) will
only accept application packages that have been fully completed with all applicable items addressed. You do not
need to submit detailed clans and specifications unless you respond NO to Item B031.
Separate aDDlications should be made for non-contiguous sewer systems
® B. Application Fee - Submit a check in the amount of $480 made payable to: North Carolina Department of
Environment and Natural Resources (NCDENR). Checks shall be dated within 90 days of application submittal.
❑ C. Certificates of Public Convenience and Necessity — If the application is being submitted in the name of a
privately -owned public utility, submit two copies of the Certificate of Public Convenience and Necessity (CPCN)
which demonstrates that the public utility is authorized to hold the utility franchise for the area to be served by the
sewer extension. If a CPCN has not been issued, provide two copies of a letter from the North Carolina Utilities
Commission's Public Staff that states that an application for a franchise has been received, that the service area
is contiguous to an existing franchised area, and/or that franchise approval is expected. The project name in the
CPCN or letter must match that provided in Item A(2)a of this application.
❑ D. Operational Agreements — Submit one original and two copies of a properly executed operational agreement, as
per 15A NCAC 02T .0115, if the application is submitted by a private applicant and will be serving residential or
commercial lots (e.g., houses, condominiums, townhomes, outparcels, etc.) that will be sold to another entity. If
the applicant is a home or property owner's association, use Form HOA 02/03. If the applicant is a developer,
use Form DEV 02/03. EVEN IF THE PROJECT MAY BE TURNED OVER TO A MUNICIPALITY UPON
COMPLETION, FORM DEV 02/03 IS REQUIRED.
® E. Downstream Sewer, WWTF Capacity and Flow Tracking/Acceptance — FORM FTSE 10/07 (Flow
Tracking/Acceptance for Sewer Extension Permit Applications) is required with every application. The applicant
(and owners of downstream sewers, pump stations and/or treatment facilities submitting FORM FTSE-10/07)
certifies that the addition of the volume of wastewater to be permitted in this project has been evaluated along the
route to the receiving treatment plant, and that the flow from this project will not cause capacity related sanitary
sewer overflows or overburden any downstream pump station en route to the receiving wastewater treatment
plant. Where the applicant is not the owner of the downstream sewer, submit two copies of FORM FTSE 10/07
from the owner of the downstream sewer and owner of the WWTF, if different. The flow acceptance indicated in
FORM FTSE-10/07 must not expire prior to permit issuance and must be dated less than one year prior to the
application date. Submittal of this application and FORM FTSE-10/07 indicates that owner has adequate
capacity and will not violate G.S. 143-215.67(a). Intergovernmental agreements or other contracts will not be
accepted in lieu of project -specific FTSE 10/07.
® F Map — Submit an 8.5-inch by 11-inch COLOR copy of a USGS Topographic Map of sufficient scale to identify the
entire project area and the closest surface waters. Each map or maps must show the location of the sewer line
and pump stations and be of reproducible quality. Include a street level map showing the downstream connection
point, and the permit number for the downstream sewer, if known.
FTA 12/07

G. St.Team Classifications — Watershed Classification Attachment (Form WSCAS-12/07) If any portion of the
sewer system project is within 100 feet of any surface water or wetlands, the Watershed Classification Attachment
may need to be completed. A variance must be requested for encroachment within required setbacks or buffers
pursuant to 2T .0305 (f) and be indicated in Item B-13 with supporting documentation/justification provided.
❑ H Environmental Assessments — If this project is subject to an Environmental Assessment (EA) [15A NCAC
01C], this application cannot be used. Send the project application on the most current version of Form
PSFMGSA to the Design Management Unit, 1633 Mail Service Center, Raleigh, NC 27699-1633. Applications
cannot be accepted until a Finding of No Significant Impact (FONSI) or Environmental Impact Statement (EIS)
has been issued. A copy is to be submitted with that permit application.
❑ I. Flow Direction — Many wastewater treatment systems are entering into agreements for regionalization efforts
and emergency treatment capacity. Parts of the system are installed so that the wastewater flow can be directed
to more than one treatment facility. If this is the case with this project, please indicate in B(12) and give the permit
number of the second treatment facility.
® J. Certifications — Section C
The application must be certified by both the applicant and the design engineer who is a North Carolina
Registered Professional Engineer (PE). The applicant signature must match the signing official listed in Item
A(1 b). The PE should NOT certify the application if he/she is unfamiliar with 15A NCAC Chapter 2T, the Gravity
Sewer Minimum Design Criteria (most recent version) and the Minimum Design Criteria for the Fast -Track
Permitting of Pump Stations and Force Mains (most recent version), as applicable to the project.
THE COMPLETED FTA 12/07 APPLICATION PACKAGE, INCLUDING ALL SUPPORTING
DOCUMENTS AND $480 FEE, SHOULD BE SENT TO THE APPROPRIATE REGIONAL OFFICE:
REGIONAL OFFICE
ADDRESS
COUNTIES SERVED
Asheville Regional Office
2090 US Highway 70
Avery, Buncombe, Burke, Caldwell, Cherokee,
Swannanoa, North Carolina 28778
Clay, Graham, Haywood, Henderson, Jackson,
[phone]
Macon, Madison, McDowell, Mitchell, Polk,
[phone] Fax
Rutherford, Swain, Transylvania, Yancey
Fayetteville Regional Office
225 Green Street Suite 714
Anson, Bladen, Cumberland, Harnett, Hoke,
Fayetteville, North Carolina 28301-5094
Montgomery, Moore, Robeson, Richmond,
[phone]
Sampson, Scotland
[phone] Fax
Mooresville Regional Office
610 E. Center Avenue
Alexander, Cabarrus, Catawba, Cleveland,
Mooresville, North Carolina 28115
Gaston, Iredell, Lincoln, Mecklenburg, Rowan,
[phone]
Stanly, Union
[phone] Fax
Raleigh Regional Office
1628 Mail Service Center
Chatham, Durham, Edgecombe, Franklin,
Raleigh, North Carolina 27699-1628
Granville, Halifax, Johnston, Lee, Nash,
[phone]
Northampton, Orange, Person, Vance, Wake,
[phone] Fax
Warren, Wilson
Washington Regional Office
943 Washington Square Mall
Beaufort, Bertie, Camden, Chowan, Craven,
Washington, North Carolina 27889
Currituck, Dare, Gates, Greene, Hertford, Hyde,
[phone]
Jones, Lenoir, Martin, Pamlico, Pasquotank,
[phone] Fax
Perquimans, Pitt, Tyrrell, Washington, Wayne
Wilmington Regional Office
127 Cardinal Drive Extension
Brunswick, Carteret, Columbus, Duplin, New
Wilmington, North Carolina 28405
Hanover, Onslow, Pender
[phone]
[phone] Fax
Winston-Salem Regional Office
585 Waughtown Street
Alamance, Alleghany, Ashe, Caswell, Davidson,
Winston-Salem, North Carolina 27107
Davie, Forsyth, Guilford, Rockingham, Randolph,
[phone]
Stokes, Surry, Watauga, Wilkes, Yadkin
[phone] Fax
For more information, please visit our web site at:
http://h2o.enr state.nc.uslperes/Collection%2OSystemsICollectionSystemsHome.html
or contact the Regional Office serving your county.
FTA 12/07

ti
USE THE TAB KEY TO MOVE FROM FIELD TO FIELD!
Application Number:
(to be completed by DWQ ) WQ0035519.i4
?9.
Owner/Permittee:
ila.
Town of Canton
Full Legal Name (company, municipality, HOA, utility, etc.)
1 b.
Al Matthews Town Manager
®
Signing Official Name and Title (Please review 15A NCAC 2T 0106 (b) for authorized signing officials!)
1 c.
The legal entity who will own this system is:
❑ Individual ❑ Federal ® Municipality ❑ State/County ❑ Private Partnership ❑-Corporation ❑ Other (specify):
0
1 d.
58 Park Street 1 of
LL
Mailing Address ti , y --- -
Z
1f.
North Carolina 11g.�;187116-,-" r� ;--- -
Z
0
------
1 h.
State ,"d E 17 �- �� V
-------- -- --- r --'--- --__ 11 '�----__....._.
[phone] �1 i. [phone] iij ',tdwp dahtonnc.corn i� 1
Telephone Facsimile E-mail !'
U
2.
Project (Facility) Information:
J i2a.
Champion Drive Sewer Improvements - Pump Station #11 2b :: Ha ood.._ _
a
Brief Project Name (permit will refer to this name) Co my Wtieie:Rroject-is�Located)[,l
3.
--
Contact Person:-
.. ---- - --- -- ---—------- ---- -- --- - - -
3a.
:
Mike Waresak, PE, McGill Associates, P.A.
Name and Affiliation of Someone Who Can Answer Questions About this Application . -........
3b.
...... .-- . .........
[phone] i3c. [e-mail]
Phone Number E-mail
1.
Project is ® New ❑ Modification (of an existing permit) If Modification, Permit No.:
2.
Owner is ® Public (skip to Item B(3)) ❑ Private (go to Item 2(a))
!2a.
If private, applicant will be: 1
2b. If sold, facilities owned by a (must choose one)
❑ Retaining Ownership (i.e. store, church, single office, etc.) or
1 ❑ Public Utility (Instruction C)
❑ Leasing units (lots, townhomes, etc. - skip to Item B(3))
❑ Homeowner Assoc./Developer (Instruction D)
❑ Selling units (lots, townhomes, etc. - go to Item B(2b))
3.
Blue Ridge Paper Products, Inc (Evergreen Packaging)
Z
Owner of Wastewater Treatment Facility (WWTF) Treating Wastewater From This Project
0
14a.
Canton Mill 1,4b. NC0000272
Name of WWTF WWTF Permit No.
5a.
Town of Canton
5b. 8-inch
® Gravity
5c.
Owner of Downstream Sewer
Receiving Sewer Size
❑ Force Main
Permit # of Downstream Sewer (Instruction E)
0
LL
6.
The origin of this wastewater is check
all that apply):
F
❑ Residential Subdivision
❑ Retail (Stores, shopping centers)
100 % Domestic/Commercial
❑ Apartments/Condominiums
❑ Institution
❑ Mobile Home Park
® Hospital
0 % Industrial (attach description.)
W
❑ School
El Church
(RO: contact your Regional Office
® Restaurant
❑ Nursing Home
Pretreatment staff)
® Office
® Other (specify): Hotel
%Other (specify):
�
7.
Volume of wastewater to be allocated
or permitted for this particular project: 5,000
gallons per day
*Do not include future flows or previously
permitted allocations
18.
If the permitted flow is zero, indicate why:
❑ Pump Station, Outfall or Interceptor Line where flow will be permitted in subsequent permits that connect to this line
❑ Flow has already been allocated in Permit No.
❑ Rehabilitation or replacement of existing sewer with no new flow expected (see 15A NCAC 02T .0303 to determine if a
permit is required)
FTA 12/07

:1:
9. Provide the wastewater flow calculations used in determining the permitted flow in accordance with 15A NCAC 2T .0114 for
the value in Item B(7) AND/OR the design flow for line or pump station sizing if a reduced or zero flow is being requested in
Item B(7). Values other than that in 15A NCAC 2T .0114 (b) and (c) must be supported with actual water or wastewater use
data in accordance with 15A NCAC 2T .0114 (f).
New Medical Facility: 20 practitioners x 250 gal/practitioner/shift = 5,000 gpd
10. Summary of Sewer Lines to be Permitted (attach additional sheets if necessary)
Size (inches)
Length (feet)
New Gravity or Additional
Force Main
6
_
1,404
Force Main
8
442
Gravity
Q
11. Summary of Pump Stations w/ associated Force Mains to be Permitted (attach additional sheets as necessary)
W
3
Pump Station Location ID Pump Station #11 (self chosen - as shown on plans/map for reference)
Z
Design Flow Power Reliability Option
Operational Point:
(MGD) 1 -permanent generator w/ATS; Force Main Size
Force Main Length
GPM @TDH
2 - portable generator w/MTS
U
...
0.0105 j 180 gpm @ 32 ft 2 j 6-inch
1404 feet
Z
QPump
Station Location ID (self chosen - as shown on plans/map for reference)
Design Flow Operational Point Power Reliability Option
(MGD) GPM @TDH 1 -permanent generator w/ATS; Force Main Size Force Main Length
O
2 - portable generator w/MTS
LIL
F-
PE
Pump Station Location ID (self chosen - as shown on plans/map for reference)
W
IL
Design Flow Power Reliability Option
Operational Point
(MGD) 1 -permanent w/ATS pg; g
GPM @TDH Force Main Size Force Main Length
m
2 - portable generator w/MTS
12. Will the wastewater flow in the proposed sewer lines or pump stations be able to be directed to another treatment facility?
❑ Yes ® No If Yes, permit number of 2"d treatment facility
(RO - if "yes" to 13,12 please contact the Central Office PERCS Unit)
........ _.......... ............ -........... -...................... -- ..... --- ------ — -- ............. ....... ...._.. --- ---- -- - - - --..-....- ---....-.........__--.-.
13. Does the sewer system comply with the Minimum Design Criteria for the Fast Track Permitting of Pump Stations and Force
Mains (latest version), the Gravity Sewer Minimum Design Criteria (latest version) and 15A NCAC Chapter 2T as
applicable?
® Yes ❑ No If No, please reference the pertinent minimum design criteria or regulation and indicate why a
variance is requested. SUBMIT TWO COPIES OF PLANS, SPECIFICATIONS OR CALCULATIONS
PERTINENT TO THE VARIANCE WITH YOUR APPLICATION
FTA 12/07

- --- - --------- -
14.% Have the following permits/certifications been submitted for approval for the system or project to be served?
Wetland/Stream Crossings - General Permit or 401 Certification? ❑ Yes ❑ No ® N/A
Sedimentation and Erosion Control Plan? ❑ Yes ❑ No ® N/A
Stormwater? ❑ Yes ❑ No ® N/A
15. Does this project include any high priority lines, [see 15A NCAC 02T .0402 (2)] involve aerial lines, siphons, or interference
manholes)? These lines will be considered high priority and must be checked once every six months
Check if Yes: ❑ and provide details
1. Owner/Permittee's Certification: (Signature of Signing Official and Project Name)
1, Al Matthews attest that this application for Champion Drive Sewer Improvements — Pump Station #11
has been reviewed by me and is accurate and complete to the best of my knowledge. I understand that if all required
parts of this application are not completed and that if all required supporting documentation and attachments are not
included, this application package is subject to being retumed as incomplete. Note: In accordance with North Carolina
General Statutes 143-215.6A and 143-215.6B, any person who knowingly makes any false statement, representation, or
certification in any application shall be guilty of a Class 2 misdemeanor, which may include a fine not to exceed $10,000
as well as civil penalties up to $25,000 per violation.
11
a.
Signing Official Si ature Date
_
ENGINEERING DESIGN DOCUMENTS MUST BE COMPLETED PRIOR TO SUBMITTAL OF THIS
APPLICATION. THESE DOCUMENTS MUST INCLUDE PLAN AND PROFILE OF SEWERS, THEIR PROXIMITY
PTO OTHER UTILITIES, DESIGN CALCULATIONS. ETC. REFER TO 15A NCAC 02T .0305
ZI
O_- _ . ---------- -- --. --. ....... ...... .... ..... _
Professional Engineer's Certification: (Signature of Design Engineer and Project Name)
�12.
I
I, Mike Waresak attest that this application for Champion Drive Sewer Improvements — Pump Station #11 has
LL been reviewed by me and is accurate, complete and consistent with the information in the engineering plans, calculations,
and all other supporting documentation to the best of my knowledge. I further attest that to the best of my knowledge the
proposed design has been prepared in accordance with the applicable regulations, Gravity Sewer Minimum Design Criteria
uJ for Gravity Sewers adopted February 12, 1996, and the Minimum Design Criteria for the Fast -Track Permitting of Pump
0 Stations and Force Mains adopted June 1, 2000 and the watershed classification in accordance with Division guidance.
Although other professionals may have developed certain portions of this submittal package, inclusion of these materials
under my signature and seal signifies that I have reviewed this material and have judged it to be consistent with the
proposed design. Note: In accordance with NC General Statutes 143-215.6A and 143-215.6B, any person who knowingly
makes any false statement, representation, or certification in any application shall be guilty of a Class 2 misdemeanor
which may include a fine not to exceed $10, 000 as well as civil penalties up to $25, 000 per violation.
2a. Mike Waresak ���®9GB6ppiB®p`�
Professional Engineer Name
2b. McGill Associates, P.A.
Engineering Firm
2 A L
Post Office Box 2259
Mailing Address � �® ® 9950� o �
T2f.
2d. Asheville 2e. NC 28802 ®® QQ �'lEt1�S, �.4-
City State .. Zip
_---- --- ——_._..._ _:_ ._-_-
SI1MO
2g (828) 252-02h. [phone] 2i. [e-mail] 11
Telephone Facsimile E-mail NC PE Seal, Signature & Date
01
FTA12/07

�F WATFR State of North Carolina
Department of Environment and Natural Resources
c� r Division of Water Quality
o Flow Tracking/Acceptance for Sewer Extension Permit Applications
(FTSE—10/07)
Project Applicant Name: Town of Canton
Project Name for which flow is being requested: Champion Drive Sewer Improvements — Pump Station #11
More than one FTSE-10107 maybe required for a single project if the owner of the WWTP is not responsible for all
pump stations along the route of the proposed wastewater flow.
I. Complete this section only if you are the owner of the wastewater treatment plant.
a. WWTP Facility Name: Canton Mill
b. WWTP Facility Permit #: NC0000272
All flows are in MGD
c. WWTP facility's permitted flow 29.90
d. Estimated obligated flow not yet tributary to the WWTP 'Zero (o)
e. WWTP facility's actual avg. flow ZIaO
f. Total flow for this specific request 0.005
g. Total actual and obligated flows to the facility Z6.005
h. Percent of permitted flow used
II. Complete this section for each pump station you are responsible for along the route of this
proposed wastewater flow.
List pump stations located between the project connection point and the WWTP
Pump Station Name Approx. Capacity, MGD Approx. Current Avg.
(Firm/Design) Daily Flow, MGD
Pump Station # 10 0.43 '� - 0 036 V {_Y
Pump Station#9 0.86
*Note: Represents Lipgraded design ca ac tv to be tom 1e ed as art of the Chamo Drive
Sewer Improvements project :: 11 i AUG - 8 2011 'L
2 .SI-',c.VUE REGIONIAL CI ICE
III. Certification Statement: '��?Y �._,.. ; .. • .
I, Al Matthews , certify that, to the best of my knowledge, the addition of the
volume of wastewater to be permitted in this project has been evaluated along the route to the receiving
wastewater treatment facility and that the flow from this project is not anticipated to cause any capacity
related sanitary sewer overflows or overburden any downstream pump station en route to the receiving
treatment plant under normal circumstances. This analysis has been performed in accordance with local
established policies and procedures using the best available data. This certification applies to those items
listed above in Sections I and II for which I am the responsible party. Signature of this form indicates
acceptance of this wastewater flow. I ,
Signing Offal Signature
a� zo
Date

OF W A TE,, State of North Carolina
Department of Environment and Natural Resources
c� r Division of Water Quality
111� Flow Tracking/Acceptance for Sewer Extension Permit Applications
(FTSE—10/07)
Project Applicant Name: Town of Canton
Project Name for which flow is being requested: Champion Drive Sewer Improvements — Pump Station #11
More than one FTSE-10107 maybe required for a single project if the owner of the WWTP is not responsible for all
pump stations along the route of the proposed wastewaterflow.
I. Complete this section only if you are the owner of the wastewater treatment plant.
a. WWTP Facility Name: Canton Mill
b. WWTP Facility Permit #: NC0000272
c. WWTP facility's permitted flow
d. Estimated obligated flow not yet tributary to the WWTP
e. WWTP facility's actual avg. flow
f. Total flow for this specific request
g. Total actual and obligated flows to the facility
h. Percent of permitted flow used
All flows are in MGD
29.90
Zero (o
2 6. 0
0.005
7-6.005
T7%
II. Complete this section for each pump station you are responsible for along t e route of this
proposed wastewater flow.
List pump stations located between the project connection po' and the WWTP
Pump Station Name Approx. Capac' GD Approx. Current Avg.
(FDesign) Daily Flow, MGD
Pump Station # 10 0.432* 0.036
Pump Station #9 0.171
`Note: Represents u raded design capacitycgpacity to be com leted ias ak of-tCh- ion rive
Sewer Im ro ments ro'ect _
III. Certification Statement:
,certify that, to the.,best of in knowledge;•the addition -of
volume of wastewater to be permitted in this project has been"evaluated along the route to the receiving
wastewater treatment facility and that the flow from this project is not anticipated to cause any capacity
related sanitary sewer overflows or overburden any downstream pump station en route to the receiving
treatment plant under normal circumstances. This analysis has been performed in accordance with local
established policies and procedures using the best available data. This certification applies to those items po
listed above in Sections I I for which I am the responsible party. Signature of this form indicates
acceptance of this wastewater flow.
Signing Official Signature `� Date

FORM WSCAS-12/07 \0 wArFgQG
WATERSHED CLASSIFICATION ATTACHMENT CO
o <
FOR SEWER SYSTEMS
Applicant Name
Project Name
Town of Canton
Champion Drive Sewer Improvements
Pomp 51;%416n it ( I
Professional Engineer Name
Engineering Firm Name
Mike Waresak
McGill Associates, P.A.
Location
ID
Name of Waterbody'
County
River
Basin
Waterbody Stream
Index No.
Waterbody
Classification
1
Murray Branch
Haywood
French
Broad
5-9
C
ti
l'�
I Il is o omi
WATER CUALITY CLCTiOf,4
If unnamed, indicate "unnamed tributary to X", where X is the named waterbody to which the unnamed tributary joins.
1 certify that as a Registered Professional Engineer in the State of
!North Carolina that / have diligently followed the Division's instructions
for classifying waterbodies and that the above classifications are
inclusive of the stated project, complete and correct to the best of my
knowledge and belief.
PE Seal, Signature and Date
FORM: WSCAS-12/07
Pave 1 of 1

LOCATION 1
PROPOSED
RELOCATED PUMP STATION #11 ■
•
n J
EXISTING
PUMP STATION #11
(TO BE ABANDONED)
1 ■ r
0
EXISTING
8"`GRAVITY SEWER
V
McG
ASSOCIATES
ENGINEERING -PLANNING -FINANCE
55 BROAD STREET ASHEVILLE, NC PH. [phone]
CHAMPION DRIVE SEWER IMPROVEMENTS
K TOWN OF CANTON
HAYWOOD COUNTY, NORTH CAROLINA
CANTON
8 QUADRANGLE 2MAP
PROPOSED v ■
442 LF 8" GRAVITY SEWER r
1k
PROPOSED
J REPLACE EXISTING 2 FORCE MAIN
WITH 1,404 LF OF 6" FORCE MAIN
Ao an
�f
14
�- - e'er 5 � • ♦ -
`s' O
f
ti • o
i 1
SCALE: 1 "= 800' N
•AD • r

i�'ar ��, icy -sue= s r sr
w - ' ■JjLc k d
PROPOSED o
RELOCATED PUMP STATION #11
y
11 4 J •
EXISTING
PUMP STATION 411
(TO BE ABANDONED) a
21
Llk
` f
�-
* EXISTING
0 8" GRAVITY SEWER
�s s
�; �' � x., ��-'` } may- '� .� ■
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0
7LI
McG
g�ly5,
T4*Y
A S S O C I A T E S
ENGINEERING -PLANNING -FINANCE _-
55 BROAD STREET ASHEVILLE, NC PH. [phone] ¢,
CHAMPION DRIVE SEWER IMPROVEMENTS
Y TOWN OF CANTON
t = HAYWOOD COUNTY, NORTH CAROLINA
3 CANTON QUADRANGLE MAP
^= 35082-E7-TF-024
PROPOSED
442 LF 8" GRAVITY SEWER
r # d
1 •
PROPOSED
J. REPLACE EXISTING 2" FORCE MAIN
WITH 1,404 LF OFt6" FORCE MAIN
l v
+ • t, •
■ lw
I} o h 44
�, O • 4
r�l � y � . •
// ■ I
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1�r_ONRK• t

- BB&T
039631
J,,.McGilff
BRANCH BANKING AND TRUST
North Carolina
COMPANY
A S S O C I A T E S
66-112-531
DATE
P.O. BOX 2259 - ASHEVILLE, NC 28802
PH: [phone]
August 4, 2011
PAY
AMOUNT
Four Hundred Eighty and 00/100 Dollars
;
TO THE
480.00
ORDER
N.C. DENR
OF
1633 Mail Service Center
RATING ACCOUNT
Raleigh, NC 27699-1633
oz,L4z&-

AjtA
NCDENR.
North Carolina Department of Environment and Natural Resources
Division of Water Quality
Beverly Eaves Perdue Coleen H. Sullins
Governor Director
April 8, 2011
A. B. Matthews, Town Manager
Town of Canton
58 Park Street
Canton, N.C. 28716
Dee Freeman
Secretary
Subject: Permit No. WQ0035313
Town of Canton
Elm Street Sewer Extension
Wastewater Collection System Extension
Haywood County
Dear Mr. Matthews:
In accordance with your application received March 24, 2011, We are forwarding herewith
Permit No. WQ0035313, dated April 8, 2011, to the Town of Canton for the construction and operation
of the subject wastewater collection system extension. This permit shall be effective from the date of
issuance until rescinded, and shall be subject to the conditions and limitations as specified therein.
This cover letter shall be considered a part of this permit and is incorporated therein by reference.
Please send Jeff Menzel or Don Price a cor)v of the "notice to proceed" issued to vour contractor for
this collection system extension.
Please pay particular attention to Permit Condition 3 which requires that the wastewater
collection facilities be properly operated and maintained in accordance with 15A NCAC 2T .0403 or any
individual system -wide collection system permit issued to the Permittee.
Permitting of this project does not constitute an acceptance of any part of the project that does
not meet 15A NCAC 2T; the Division of Water Quality's (Division) Gravity Sewer Minimum Design
Criteria adopted February 12, 1996 as applicable; and the Division's Minimum Design Criteria for the
Fast -Track Permitting of Pump Stations and Force Mains adopted June 1, 2000 as applicable, unless
specifically mentioned herein. Division approval is based on acceptance of the certification provided by
the North Carolina -licensed Professional Engineer named in the application. It shall be the Permittee's
responsibility to ensure that the as -constructed project meets the appropriate design criteria and rules.
Failure to comply may result in penalties in accordance with North Carolina General Statute §143-
215.6A through §143-215.6C, construction of additional or replacement wastewater collection facilities,
and/or referral of the North Carolina -licensed Professional Engineer to the licensing board.
Asheville Regional Office
2090 US Highway 70, Swannanoa, NC 28778
Internet www.ncwaterquality.org
Telephone [phone] Fax [phone]
DENR Customer Service Center
An Equal Opportunity Action Employer
Telephone [phone]
50% recycled/10% post -consumer paper

Town of Canton April 8, 2011 Page 2
In accordance with the provisions of Article 21 of Chapter 143, General Statutes of North
Carolina as amended, and other applicable Laws, Rules, and Regulations, permission is hereby
granted to the Town of Canton for the construction and operation of approximately 387 linear feet of 8-
inch gravity sewer to replace an existing single family grinder pump station and force main as part of
the Elm Street .Sewer Extension project, and the discharge of 0 gallons per day of collected domestic
wastewater into the Blue Ridge Paper Products existing sewerage system, pursuant to the application
received March 24, 2011 and in conformity with 15A NCAC 2T; the Division's Gravity Sewer Minimum
Design Criteria adopted February 12, 1996 as applicable; the Division's Minimum Design Criteria for
the Fast -Track Permitting of Pump Stations and Force Mains adopted June 1, 2000 as applicable; and
other supporting data subsequently filed and approved by the Department of Environment and Natural
Resources and considered a part of this permit;
The sewage and wastewater collected by this system shall be treated in the Blue Ridge Paper
Products Wastewater Treatment Facility (Permit No. NC0000272) prior to being discharged into the
receiving stream.
If any parts, requirements, or limitations contained in this permit are unacceptable, you have the
right to request an adjudicatory hearing upon written request within 30 days following receipt of this
permit. This request must be in the form of a written petition, conforming to Chapter 150B of North
Carolina General Statutes, and filed with the Office of Administrative Hearings, 6714 Mail Service
Center, Raleigh, NC 27699-6714. Unless such demands are made, this permit shall be final and
binding.
If you need additional information concerning this matter, please contact Jeff Menzel or Don
price at [phone].
Sincerely,
�w e. �Y�
for Colben H. Sullins, Director
Division of Water Quality
cc: ..Uaywood County Building Ins
Jesse Garda '1= e/CiviTDesign Concepts, PA
Blue Ridge Paper Products WWTP
Surface Water Protection Section Central Files
PERCS Files
3ASWP\Haywood\Co11ection Systems\Canton Collection System1W00035313 Elm Street Sewer Extension 04 08 2011.doc

I
NORTH CAROLINA
ENVIRONMENTAL MANAGEMENT COMMISSION
DEPARTMENT OF ENVIRONMENT AND NATURAL RESOURCES
RALEIGH
WASTEWATER COLLECTION SYSTEM EXTENSION PERMIT
This permit shall be effective from the date of issuance until rescinded and shall be subject to the
following specified conditions and limitations:
1. This permit shall become voidable unless the wastewater collection facilities are constructed in
accordance with the conditions of this permit; 15A NCAC .0200; the Division of Water Quality's
(Division) Gravity Sewer Minimum Design Criteria adopted February 12, 1996 as applicable; the
Division's Minimum Design Criteria for the Fast -Track. Permitting of Pump Stations and Force
Mains adopted June 1, 2000 as applicable; and other supporting materials unless specifically
mentioned herein.
2. This permit shall be effective only with respect to the nature and volume of wastes described in the
application and other supporting data.
3.. The wastewater collection facilities shall be properly maintained and operated at all times. The
Permittee shall maintain compliance with an individual system -wide collection system permit for the
operation and maintenance of these facilities as required by 15A NCAC 2T .0403. If an individual
permit is not required, the following performance criteria shall be met as provided in 15A NCAC 2T
.0403:
a. The sewer system shall be effectively maintained and operated at all times to prevent
discharge to land or surface waters, and any contravention of the groundwater standards in
15A NCAC 2L .0200 or the surface water standards in 15A NCAC 2B .0200.
b. A map of the sewer system shall be developed and shall be actively maintained.
c. An operation and maintenance plan shall be developed and implemented.
d. Pump stations that are not connected to a telemetry system shall be inspected every day (i.e.
365 days per year). Pump stations that are connected to a telemetry system shall be
inspected at least once per week.
e. High -priority sewer lines shall be inspected at least once per every six-month period of time.
f. A general observation of the entire sewer system shall be conducted at least once per year.
g. Inspection and maintenance records shall be maintained for a period of at least three years.
h. Overflows and bypasses shall be reported to the appropriate Division regional office in
accordance with 15A NCAC 2B .05W(a), and public notice shall be provided as required by
North Carolina General Statute §143-215.1 C.

PERMIT NO. W00035313 Town of Canton, Elm Street Sewer Project Haywood County April 8 2011
4. This permit shall not be transferable. In the event there is a desire for the wastewater collection
facilities to change ownership, or there is a name change of the Permittee, a formal permit request
shall be submitted to the Division accompanied by documentation from the parties involved, and
other supporting materials as may be appropriate. The approval of this request shall be
considered on its merits and may or may not be approved.
5. Construction of the gravity sewers, pump stations, and force mains shall be scheduled so as not to
interrupt service by the existing utilities nor result in an overflow or bypass discharge of wastewater
to the surface waters of the State.
6. Upon completion of construction and prior to operation of these permitted facilities, a certification, a
copy of the construction record drawings, as well as supporting design calculations for any pump
stations permitted as part of this project shall be received from a North Carolina -licensed
Professional Engineer certifying that the facilities have been installed in accordance with this
permit; 15A NCAC 2T; the Division's Gravity Sewer Design Criteria adopted February 12, 1996 as
applicable; the Division's Minimum Design Criteria for the Fast -Track Permitting of Pump Station
and Force Main adopted June 1, 2000 as applicable; and other supporting materials. If this project
is to be completed in phases and partially certified, you shall retain the responsibility to track
further construction approved under the same permit, and shall provide a final certificate of
completion once the entire project has been completed. A copy of the construction record
drawings, indicating the facilities constructed in the phase being certified, shall be submitted with
each partial certification. Mail the Engineer's Certification, one copy of the "Construction Record
Drawings," and one copy of the supporting design calculations to the Non -Discharge Permitting
Unit, 1617 Mail Service Center, Raleigh, NC 27699-1617.
7. A copy of the construction record drawings shall be maintained on file by the Permittee for the life
of the wastewater collection facilities.
8. Failure to abide by the conditions and limitations contained in this permit; 15A NCAC 2T.; the
Division's Gravity Sewer Design Criteria adopted February 12, 1996 as applicable; the Division's
Minimum Design Criteria for the Fast -Track Permitting of Pump Station and Force Mains adopted
June 1, 2000 as applicable; and other supporting materials may subject the Permittee to an
enforcement action by the Division, in accordance with North Carolina General Statutes §143-
215.6A through §143-215.6C.
9. In the event that the wastewater collection facilities fail to perform satisfactorily, including the
creation of nuisance conditions, the Permittee shall take immediate corrective action, including
those as may be required by this Division, such as the construction of additional or replacement
facilities.
10. The issuance of this permit shall not exempt the Permittee from complying with any and all
statutes, rules, regulations, or ordinances that may be imposed by other government agencies
(local, state and federal) which have jurisdiction, including but not limited to applicable river buffer
rules in 15A NCAC 2B .0200, erosion and sedimentation control requirements in 15A NCAC Ch. 4
and under the Division's General Permit NCG010000, and any requirements pertaining to wetlands
under 15A NCAC 2B .0200 and 15A NCAC 2H .0500.
11. Noncompliance Notification:
The Permittee shall report by telephone to a water quality staff member at the Asheville Regional
Office, telephone number [phone], as soon as possible, but in no case more than 24 hours
or on the next working day, following the occurrence or first knowledge of the occurrence of either
of the following:
2

PERMIT NO. W00035313. Town of Canton, Elm Street Sewer Project, Haywood County April S. 2011
a. Any process unit failure, due to known or unknown reasons, that renders the facility incapable
of adequate wastewater transport, such as mechanical or electrical failures of pumps, line
blockage or breakage, etc.; or
b. Any failure of a pumping station or sewer line resulting in a by-pass directly to receiving waters
without treatment of all or any portion of the influent to such station or facility.
Voice mail messages or faxed information is permissible but this shall not be considered as the
initial verbal report. Overflows and spills occurring outside normal business hours may also be
reported to the Division of Emergency Management at telephone number [phone] or (919)
733-3300. Persons reporting any of the above occurrences shall file a spill report by completing
Part I of Form CS-SSO (or the most current Division approved form), within five days following first
knowledge of the occurrence. This report shall outline the actions taken or proposed to ensure that
the problem does not recur. Per Condition 1(2), Part II of Form CS-SSO (or the most current
Division approved form) can also be completed to show that the SSO was beyond control.
Permit issued this the 8th day of April, 2011
NORTH CAROLINA ENVIRONMENTAL MANAGEMENT COMMISSION
for'CoLben H. Sullins, Director
Division of Water Quality
By Authority of the Environmental Management Commission
Permit Number WQ0035313

PERMIT NO W00035313 Town of Canton, Elm Street Sewer Project Haywood County April 8 2011
ENGINEERING CERTIFICATION - POST CONSTRUCTION
System Description:
permission is hereby granted to the Town of Canton for the construction and operation of approximately
387 linear feet of 8-inch gravity sewer to replace an existing single family grinder pump station and
force main as part of the Elm Street Sewer Extension project, and the discharge of 0 gallons per day of
collected domestic wastewater into the Blue Ridge Paper Products existing sewerage system,
Complete and submit this form to the Asheville regional office with the following:
• One copy of the project record drawings (plan & profile views of sewer lines) of the wastewater collection
system extension
• supporting design calculations (selected pumps, system curve, operating point, available storage if portable
generator(s) or storage greater than longest past three year outage reliability option selected) for any pump
stations permitted as part of this project
• Changes to the project should be clearly identified on the record drawings or in written summary form. Permit
modifications are required for any changes resulting in non-compliance with this permit, regulations or
minirhum design criteria.
This project shall not be considered complete nor allowed to operate until this Engineer's Certification and all
required supporting documentation have been received by the Division. Therefore, it is highly recommended
that this certification be sent in a manner that provides proof of receipt by the Division.
ENGINEERS CERTIFICATION
❑ Partial ❑ Final
, as a duly registered Professional Engineer in the State of North Carolina, having
been authorized to observe (❑ periodically, ❑ weekly, ❑ full time) the construction of the above referenced
project for the Permittee hereby state that, to the best of my abilities, due care and diligence was used in the
observation of the construction such that the construction was observed to be built within substantial compliance
of this permit; 15A NCAC 2T; the Division of Water Quality's (Division) Gravity Sewer Minimum Design Criteria
adopted February 12, 1996 as applicable; the Division's Minimum Design Criteria for the Fast -Track Permitting of
Pump Stations and Force Mains adopted June 1, 2000 as applicable; and other supporting materials.
North Carolina Professional Engineer's
seal, signature, and date:
SEND THIS FORM & SUPPORTING DOCUMENTATION
WITH REQUIRED ATTACHMENTS TO THE FOLLOWING ADDRESS
ROGER C. EDWARDS
SURFACE WATER PROTECTION SUPERVISOR
ASHEVILLE REGIONAL OFFICE
2090 US HIGHWAY 70
SWANNANOA, NC 28778
The Permittee is responsible for tracking all partial certifications up until a final certification is received. Any wastewater flow
made tributary to the wastewater collection system extension prior to completion of this Engineer's Certification shall be
considered a violation of the permit and shall subject the Permittee to appropriate enforcement actions.

E C E
MAR 2 4 2011 1
WATER
- -5-3 035341 i
/��LT�J-�- Vl ill-�.+f11-V1111N
lepartment of Environment and Natural Resources
Division of Water Quality
r iAST-TRACK APPLICATION
(FTA 12/07 ver5)
WFRS, PUMP STATIONS, AND FORCE MAINS
sewg.rr systems are not to be included as part of this application package)
INSTRUCTIONS: Indic4jg.,th t;you�.h ve.,included/addressed:the-following list of required application package items by
checking the space provided next to each applicable item. Failure to submit all required items will lead to your application
being returned as incomplete. Forms are available from the web site or by calling the Regional Office serving your county.
http://h2o. enr. state. nc. us/peres/Collection%20SystemsICollectionSystemApplications.html
® A. Application Form - Submit one original and one copy of the completed and appropriately executed application
form. The application should include a project narrative describing the final build -out design (i.e. system and/or
pump station to ultimately serve 500 homes, but flow for only 100 homes being requested now). For modifications,
clearly explain the reason for the modification (i.e. adding another phase, changing line size/length, etc.). Only
include the modified information in this permit application - do not duplicate project information that has already
been included in the original permit.
Any changes to this form will result in the application being returned. The Division of Water Quality (Division) will
only accept application packages that have been fully completed with all applicable items addressed. You do not
need to submit detailed-dans and specifications unless you respond NO to Item B(13).
Separate applications should be made for non-contiauous sewer systems.
® B. Application Fee - Submit a check in the amount of $480 made payable to: North Carolina Department of
Environment and Natural Resources (NCDENR). Checks shall be dated within 90 days of application submittal.
❑ C. Certificates of Public Convenience and Necessity — If the application is being submitted in the name of a
privately -owned public utility, submit two copies of the Certificate of Public Convenience and Necessity (CPCN)
which demonstrates that the public utility is authorized to hold the utility franchise for the area to be served by the
sewer extension. If a CPCN has not been issued, provide two copies of a letter from the North Carolina Utilities
Commission's Public Staff that states that an application for a franchise has been received, that the service area
is contiguous to an existing franchised area, and/or that franchise approval is expected. The project name in the
CPCN or letter must match that provided in Item A(2)a of this application.
❑ D. Operational Agreements — Submit one original and two copies of a properly executed operational agreement, as
per 15A NCAC 02T .0115, if the application is submitted by a private applicant and will be serving residential or
commercial lots (e.g., houses, condominiums, townhomes, outparcels, etc.) that will be sold to another entity. If
the applicant is a home or property owner's association, use Form HOA 02/03. If the applicant is a developer,
use Form DEV 02/03. EVEN IF THE PROJECT MAY BE TURNED OVER TO A MUNICIPALITY UPON
COMPLETION, FORM DEV 02/03 IS REQUIRED.
® E. Downstream Sewer, WWTF Capacity and Flow Tracking/Acceptance — FORM FTSE 10/07 (Flow
Tracking/Acceptance for Sewer Extension Permit Applications) is required with every application. The applicant
(and owners of downstream sewers, pump stations and/or treatment facilities submitting FORM FTSE-10/07)
certifies that the addition of the volume of wastewater to be permitted in this project has been evaluated along the
route to the receiving treatment plant, and that the flow from this project will not cause capacity related sanitary
sewer overflows or overburden any downstream pump station en route to the receiving wastewater treatment
plant. Where the applicant is not the owner of the downstream sewer, submit two copies of FORM FTSE 10/07
from the owner of the downstream sewer and owner of the WWTF, if different. The flow acceptance indicated in
FORM FTSE-10/07 must not expire prior to permit issuance and must be dated less than one year prior to the
application date. Submittal of this application and FORM FTSE-10/07 indicates that owner has adequate
capacity and will not violate G.S. 143-215.67(a). Intergovernmental agreements or other contracts will not be
accepted in lieu of project -specific FTSE 10/07.
® F Map — Submit an 8.5-inch by 11-inch COLOR copy of a USGS Topographic Map of sufficient scale to identify the
entire project area and the closest surface waters. Each map or maps must show the location of the sewer line
and pump stations and be of reproducible quality. Include a street level map showing the downstream connection
point, and the permit number for the downstream sewer, if known.
A,
J
FTA12/07

❑ G. Stream Classifications — Watershed Classification Attachment (Form WSCAS-12/07) If any portion of the
'sewer system project is within 100 feet of any surface water or wetlands, the Watershed Classification Attachment
may need to be completed. A variance must be requested for encroachment within required setbacks or buffers
pursuant to 2T .0305 (f) and be indicated in Item B-13 with supporting documentation/justification provided.
❑ H Environmental Assessments — If this project is subject to an Environmental Assessment (EA) [15A NCAC
01C], this application cannot be used. Send the project application on the most current version of Form
PSFMGSA to the Design Management Unit, 1633 Mail Service Center, Raleigh, NC 27699-1633. Applications
cannot be accepted until a Finding of No Significant Impact (FONSI) or Environmental Impact Statement (EIS)
has been issued. A copy is to be submitted with that permit application.
❑ I. Flow Direction — Many wastewater treatment systems are entering into agreements for regionalization efforts
and emergency treatment capacity. Parts of the system are installed so that the wastewater flow can be directed
to more than one treatment facility. If this is the case with this project, please indicate in B(12) and give the permit
number of the second treatment facility.
® J. Certifications — Section C
The application must be certified by both the applicant and the design engineer who is a North Carolina
Registered Professional Engineer (PE). The applicant signature must match the signing official listed in Item
A(1 b). The PE should NOT certify the application if he/she is unfamiliar with 15A NCAC Chapter 2T, the Gravity
Sewer Minimum Design Criteria (most recent version) and the Minimum Design Criteria for the Fast -Track
Permitting of Pump Stations and Force Mains (most recent version), as applicable to the project.
THE COMPLETED FTA 12/07 APPLICATION PACKAGE, INCLUDING ALL SUPPORTING
DOCUMENTS AND $480 FEE, SHOULD BE SENT TO THE APPROPRIATE REGIONAL OFFICE:
REGIONAL OFFICE
ADDRESS
COUNTIES SERVED
Asheville Regional Office
2090 US Highway 70
Avery, Buncombe, Burke, Caldwell, Cherokee,
Swannanoa, North Carolina 28778
Clay, Graham, Haywood, Henderson, Jackson,
[phone]
Macon, Madison, McDowell, Mitchell, Polk,
[phone] Fax
Rutherford, Swain, Transylvania, Yancey
Fayetteville Regional Office
225 Green Street Suite 714
Anson, Bladen, Cumberland, Harnett, Hoke,
Fayetteville, North Carolina 28301-5094
Montgomery, Moore, Robeson, Richmond,
[phone]
Sampson, Scotland
[phone] Fax
Mooresville Regional Office
610 E. Center Avenue
Alexander, Cabarrus, Catawba, Cleveland,
Mooresville, North Carolina 28115
Gaston, Iredell, Lincoln, Mecklenburg, Rowan,
[phone]
Stanly, Union
[phone] Fax
Raleigh Regional Office
1628 Mail Service Center
Chatham, Durham, Edgecombe, Franklin,
Raleigh, North Carolina 27699-1628
Granville, Halifax, Johnston, Lee, Nash,
[phone]
Northampton, Orange, Person, Vance, Wake,
[phone] Fax
Warren, Wilson
Washington Regional Office
943 Washington Square Mall
Beaufort, Bertie, Camden, Chowan, Craven,
Washington, North Carolina 27889
Currituck, Dare, Gates, Greene, Hertford, Hyde,
[phone]
Jones, Lenoir, Martin, Pamlico, Pasquotank,
[phone] Fax
Perquimans, Pitt, Tyrrell, Washington, Wayne
Wilmington Regional Office
127 Cardinal Drive Extension
Brunswick, Carteret, Columbus, Duplin, New
Wilmington, North Carolina 28405
Hanover, Onslow, Pender
[phone]
[phone] Fax
Winston-Salem Regional Office
585 Waughtown Street
Alamance, Alleghany, Ashe, Caswell, Davidson,
Winston-Salem, North Carolina 27107
Davie, Forsyth, Guilford, Rockingham, Randolph,
[phone]
Stokes, Surry, Watauga, Wilkes, Yadkin
[phone] Fax
For more information, please visit our web site at:
http://h2o.enr state.nc.us/peres/Collection%20Systems/CollectionSystemsHome.html
or contact the Regional Office serving your county.
FTA12/07

USE THE TAB KEY TO MOVE FROM FIELD TO FIELD! Application Number: -35313
(to be completed by DWQ)
'I.
Owner/Permittee:
:Ia.
Town of Canton
Full Legal Name (company, municipality, HOA, utility, etc.)
Z;
11 b.
A.B. Matthews, Town Manager
5
i
Signing Official Name and Title (Please review 15A NCAC 2T.0106 (b) for authorized signing officials!)
,I c.
The legal entity who will own this system is:
El Individual El Federal 0 Municipality UState/County 0 Private Partnership 0 p Corporation ❑ O(specify)_—
El Other --
_ I _ I-----
0
11 d.
58 Park Street ile. Canton
LL
Mailing Address city
-Af WR n
Z
1 f.
NC I g.'28716
State Zip Code
11 h.
- -
828-648-2363 1L 828-646-3419 Aj. town @canWhn0,.qorp �k VC11
Telephone Facsimile E-mail I F---
12.
Proiect (Facility) Information:
-MAR--2-4-2011
�2a.
Elm Street Sewer Extension 2b. Haywood
Brief Project Name (permit will refer to this name) County Whef6 'rolectt is Located
101-
3.
Contact Person:
3a.
Jody Lowe, PE
Name and Affiliation of Someone Who Can Answer Questions About this Applicaflai.r.
:3b.
828-452-4410 !3c. Jlowe@ci ifd'e51gn'cbnc00ts.corb­ -
Phone Number E-mail
il.
Project is New [:1 Modification (of an existing permit) If Modification, Permit No.:
'2.
Owner is Public (skip to Item B(3)) El Private (go to Item 2(a))
,2a.
If private, applicant will be: 2b. If sold, facilities owned by a (must choose one)
El Retaining Ownership (i.e. store, church, single office, etc.) or i El Public Utility (instruction C)
El Leasing units (lots, townhomes, etc. -skip to Item B(3)) El Homeowner Assoc./Developer (instruction D)
❑ Selling units (lots, townhomes, etc. - go to Item B(2b))
�3.
Evergreen Packaging
Z
0
Owner of Wastewater Treatment Facility (WWTF) Treating Wastewater From This Project
4a.
Blue Ridge Paper Products WWTP '4b. NC0000272
Name of WWTF WWTF Permit No.
15a.
Town of Canton 5b. 8" VCP Gravity l5c.
Owner of Downstream Sewer Receiving Sewer Size E] Force Main Permit # of Downstream Sewer (instruction E)
LL
.6.
The origin of this wastewater is (check all that apply):_.___
Residential Subdivision ❑ Retail (Stores, shopping centers) 100 % Domestic/Commercial
El Apartments/Condominiums El Institution % Industrial (attach
0 Mobile Home Park El Hospital description.)
LU
;
EJ School El Church (RO: contact your Regional Office
M Restaurant El Nursing Home
IL
i
El Office El Other (specify): Pretreatment staff)
% Other (specify):
�7.
Volume of wastewater to be allocated or permitted for this particular project: 0 gallons per day
*Do not include future flows or previously permitted allocations
,8.
If -he ------ --- -- -- - --
t permitted flow is zero, -ind-icate -why:
El Pump Station, Outfall or Interceptor Line where flow will be permitted in subsequent permits that connect to this line
❑ Flow has already been allocated in Permit No.
Rehabilitation or replacement of existing sewer with no new flow expected (see 15A NCAC 02T .0303 to determine if a
permit is required)
FTA12/07

9. Provide the wastewater flow calculations used in determining the permitted flow in accordance with 15A NCAC 2T .0114 for
the value in Item 13(7) AND/OR the design flow for line or pump station sizing if a reduced or zero flow is being requested in
Item 13(7). Values other than that in 15A NCAC 2T .0114 (b) and (c) must be supported with actual water or wastewater use
data in accordance with 15A NCAC 2T .0114 (f).
10. Summary of Sewer Lines to be Permitted (attach additional sheets if necessary)
Size (inches)
Length (feet)
New Gravity or Additional
Force Main
8"
387
Gravity
11. Summary of Pump Stations w/ associated Force Mains to be Permitted (attach additional sheets as necessary)
W
D
Pump Station Location ID (self chosen - as shown on plans/map for reference)
Z
H
Z
0.
Design Flow
(MGD)
Operational Point
GPM @TDH
Power Reliability Option
1 - permanent generator w/ATS;
2 - portable generator w/MTS
Force Main Size
Force Main Length
U
Z
O
QPump
Station Location ID (self chosen - as shown on plans/map for reference)
0
Design Flow
(MGD)
Operational Point
GPM @TDH
Power Reliability Option
1 - permanent generator w/ATS;
2 = portable generator w/MTS
Force Main Size
Force Main Length
LL
Z
H
Pump Station Location ID (self chosen - as shown on plans/map for reference)
W
d
m
Design Flow
(MGD)
Operational Point
GPM @TDH
Power Reliability Option
generator w/ATS; 1 - permanent g
2 - portable generator w/MTS
Force Main Size
Force Main Length
g
12. Will the wastewater flow in the proposed sewer lines or pump stations be able to be directed to another treatment facility?
❑ Yes ® No If Yes, permit number of 2"d treatment facility
(RO — if "yes" to 6,12 please contact the Central Office PERCS Unit)
13. Does the sewer system comply with the Minimum Design Criteria for the Fast Track Permitting of Pump Stations and Force
Mains (latest version), the Gravity Sewer Minimum Design Criteria (latest version) and 15A NCAC Chapter 2T as
applicable?
® Yes ❑ No If No, please reference the pertinent minimum design criteria or regulation and indicate why a
variance is requested. SUBMIT TWO COPIES OF PLANS, SPECIFICATIONS OR CALCULATIONS
PERTINENT TO THE VARIANCE WITH YOUR APPLICATION
FTA12/07

14. Have the following permits/certifications been submitted for approval for the system or project to be served?
Wetland/Stream Crossings - General Permit or 401 Certification? ❑ Yes ❑ No ® N/A
Sedimentation and Erosion Control Plan? ❑ Yes ❑ No ® N/A
Stormwater?
❑ Yes ❑ No ® N/A
5. Does this project include any high priority lines, [see 15A NCAC 02T .0402 (2)] involve aerial lines, siphons, or interference
manholes)? These lines will be considered high priority and must be checked once every six months
if Yes: ❑ and provide details
1. Owner/Permittee's Certification: (Signature of Signing Official and Project Name)
1, A.B. Matthews , attest that this application for Elm Street Sewer Extension has been reviewed by me
and is accurate and complete to the best of my knowledge. I understand that if all required parts of this application are
not completed and that if all required supporting documentation and attachments are not included, this application
package is subject to being returned as incomplete. Note: In accordance with North Carolina General Statutes 143-
215.6A and 143-215.6B, any person who knowingly makes any false statement, representation, or certification in any
application shall be guilty of a Class 2 misdemeanor, which may include a fine not to exceed $10,000 as well as civil
penalties up to $25,000 per violation.
Signing Official Si nature bat6
ENGINEERING DESIGN DOCUMENTS MUST BE COMPLETED PRIOR TO SUBMITTAL OF THIS
APPLICATION. THESE DOCUMENTS MUST INCLUDE PLAN AND PROFILE OF SEWERS, THEIR PROXIMITY
TO OTHER UTILITIES, DESIGN CALCULATIONS. ETC. REFER TO 15A NCAC 02T .0305
Z
O
2. Professional Engineer's Certification: (Signature of Design Engineer and Project Name)
_V
I, Jesse Gardner, PE attest that this application for Elm Street Sewer Extension has been reviewed by me and is
L�
accurate, complete and consistent with the information in the engineering plans, calculations, and all other supporting
documentation to the best of my knowledge. I further attest that to the best of my knowledge the proposed design has
been prepared in accordance with the applicable regulations, Gravity Sewer Minimum Design Criteria for Gravity Sewers
LU
adopted February 12, 1996, and the Minimum Design Criteria for the Fast -Track Permitting of Pump Stations and Force
V
Mains adopted June 1, 2000 and the watershed classification in accordance with Division guidance. Although other
Li
professionals may have developed certain portions of this submittal package, inclusion of these materials under my
signature and seal signifies that I have reviewed this material and have judged it to be consistent with the proposed design.
Note: In accordance with NC General Statutes 143-215.6A and 143-215.6B, any person who knowingly makes any false
statement, representation, or certification in any application shall be guilty of a Class 2 misdemeanor which may include a
fine not to exceed $10,000 as well as civil penalties up to $25,000 per violation.
2a. Jesse Gardner, PE
`,1111n11,,�
���`�:`� CAR �''� ,
�•• •g�' �' A
QUO • • f ' ,�
Professional Engineer Name
2b. Civil Desi n Concepts, PA
Engineering Firm
033
3 f • r' �`� ;
a y��� + INJ%
�A'�7;i M it 1+D11
2c. 1210 S. Main Street
Mailing Address
2d. Wa nesville
12e. NC
2f. 28786
City
State
Zip
2g. 828-452-4410
2h. 828-456-5455
!2i. jgardner@civildesignconcepts
Telephone
I Facsimile
I E-mail
NC PE Seal, Signature & Date
FTA 12/07

USE THE TAB KEY TO MOVE FROM FIELD TO FIELDI Application Number:
`
(to be completed by DWQ)
I.Ovrrner/Perm ittee:
1 a. Town of Canton
Full Legal Name (company, municipality, HOA, utility, etc.)
O1
b. A.B. Matthews Town Manager
Signing Official Name and Title (Please review 15A NCAC 2T .0106 (b) for authorized signing officialsl)
1c. The legal entity who will own this system is:
❑, Individual L1 Federal ® Municipality ❑ State/County ❑
i
Private Partnership ❑ Corporation ❑ Other (specify):
O
Id. 58 Park Street le. Canton
LL
Mailing Address City
if. NC 1 g. f
O
State Zip C
Zip Code i
0
1 h. 828-648-2363 11. 828-646-3419 1 j. town0cantonnc.com
QTelephone
Facsimile E-mail
V
2. Pro/ect (Facllifv} Information:
J
2a. Elm Street Sewer Extension 2b. Ha od
IL
Brief Project Name (permit will refer to this name) County Where Project Is Located
Q
3. Qatnot Person:
3a. Jody Lowe, PE
Name and Affiliation of Someone Who Can Answer. Questions About this Application
3b. 828-4524410 3c. 'Iowa civiidesi nconce ts.com
Phone Number E-mail
1. Project Is ® New ❑ Modification (of an existing permit) If Modification, Permit No.:
2. Owner is ® Public (skip to Item B(3)) ❑ Private (go to Item 2(a))
2a. If private, applicant will be: 2b. If sold• facilities owned by a (must choose one)
❑ Retaining Ownership (i.e. store, church, single office, etc.) or ❑ Public Utility (Instruction C)
❑ Leasing units (lots, townhomes, etc. - skip to Item B(3)) ❑ Homeowner Assoc./Developer (Instruction D)
❑ Selling units (lots, townhomes, etc. - go to Item 8(2b))
Z
3. Evergreen Packaging
0
Owner of Wastewater Treatment Facility (WWTF) Treating Wastewater From This Project
4a. Blue Ridge Paper Products WWTP 4b. NCO000272
Name of WWTF WWTF Permit No.
Town
ba. of Canton 5b. I- VCP 10 Gravity C.
O
Owner of Downstream Sewer lRecelving Sewer Size ❑ Force Main Permit # of Downstream Sewer (Instruction E)
Z6.
The origin of this wastewater is (check all that apply):
z
�..
® Residential Subdivision ❑ Retail (Stores, shopping centers) 100 % Domestic/Commercial
❑ ApartmentsfCondominiums ❑ Institution '
(attach
❑ Mobile Home Park [3 Hospital
description.)Industrial
❑ School ❑ Church
a❑
Restaurant [I Nursing Home �ff (RO: contact your Regional Office
Pretreatment
❑ Office El Other (specify): i staff)
m
.... _ . % Other (specify):
7. Volume of wastewater to be allocated or permitted for this particular project:,¢ gallons per day
*Do not Include future flows or previously permitted allocations
8. If the permitted flow is zero, indicate why:
❑ Pump Station, Outfall or Interceptor Line where flow will be permitted in subsequent permits that connect to this line
❑ Flow has already been allocated in Permit No.
® Rehabilitation or replacement of existing sewer with no new flow expected (see 15A NCAC 02T .0303 to determine if a
permit is required)
��4...._.�Qras.+e.c�.....9.cc��..�...s�w�t.. .�►.�1 .�tp��ce ew..Gt..:�l��� , �r:.+�.�e �+rc�rsgtN.
F FA12/07

^9. Provide the wastewater flow calculations used In determining the permitted flow in accordance with 15A NCAC 2T .0114 for
the value In Item 8(7) AND/OR the design flow for line or pump station sizing If a reduced or zero flow is being requested in
Item B(7). Values other than that in 15A NCAC 2T .0114 (b) and (c) must be supported with aptual water or waste ter use
i data in accordance with 15A NCAC 2T .0114 ls�-Qe.�aS.vett-� w..�.t: e T4. �•e�se
'ir-%%# 7y ss„rdeu i ti A- <<ei•�eawtr.S � Q•?/�� 16rcv.,"614,
i
1 10. Summary of Sewer Lines to be Permitted (attach additional sheets if necessary)
i Size (inches)
r
Length (feet) New Gravity or Additional
Force Main
387 Gravity
:11. Summary of Pump Stations w/ associated Force Mains to be Permitted (attach additional sheets as necessary)
L__....-._..--.._._._,.___-_
.._ _.._____....._.... __
'Pump Station Location ID
(self chosen - as shown on plansimap for reference)
_ ..._._._....._..
Design Flow
Operational Point
Power Reliability Option !
Z
` (MOD)
1
GPM @TDH
permanent generatorw/ATS; I Force Maln Size Force Main Length
Q
2 - portable generator w/MTS
Z
'
-
Q;Pump
Station Location ID
-
(self chosen - as shown on plansimap for reference)
! Design Flow
(MGD)
i OperationalPoint 1
Power Reliability Option
Q
GPM @TDH
- permanent generator w/ATS; ! Force Maln Size Force Main Length
21
;
portable generator w/MTS
LL
•
Z!
i
F-
Pump Station Location ID
— -- —
_ _ _
(self chosen - as shown on plans/map for reference)
d'
Design Flow
(MGD)
I� Operational Point;
! 1
Power Reliability Option _ .-----_..__._.._- -_ _-- - - •- _
;
m
GPM i@TDH
- permanent generator w/ATS; Force Main Size Force Main Length
j
2 -portable generatorw/MTS
_...... _ .._...
;12. Will the wastewater flow in the proposed sewer lines or pump stations be able to be directed to another treatment facility?
i
DYes ® No If Yes, permit number of 2"d treatment facility
(RO—If'yes'to B,12 please contact the Central Office PERCS Unit)
I--------- --- ._._ __ —. _ .____..._..__. ___..__ _._.._.__._........_....:._.. _.... .__ •.......____ _.__............_._.............._.. ...- _---•
113. Does the sewer system comply with the Minimum Design Criteria for the Fast Track Permitting of Pump Stations and Force
I Mains (latest version), the Gravity Sewer Minimum Design Criteria (latest version) and 15A NCAC Chapter 2T as
applicable?
®Yes ❑ No If No, please reference the pertinent minimum design criteria or regulation and indicate why a
variance is requested. SUBMIT TWO COPIES OF PLANS, SPECIFICATIONS OR CALCULATIONS
PERTINENT TO THE VARIANCE WITH YOUR APPLICATION
FTA12/07

ca'oc'
CIVIL DESIGN CONCEPTS, PA
March 21, 2011
Mr. Don Price
NCDENR — Water Quality Division
2090 US Hwy 70
Swannanoa, NC 28778
RE: Elm St. Sewer Extension
CDC Project No. 21103
Dear Mr. Price,
This project entails the construction of approximately 387 if of 8" gravity sewer system to serve
an existing residence within the Town of Canton. Please find the following enclosed for your
review and approval:
• Fast Track Application for Gravity Sewers, Pump Stations, & Force Mains
(original & one copy)
• FTSE form (two copies)
• USGS Topographic Map (one copy)
• $480 Application fee
Please do not hesitate to call if you have any questions or need any additional information during
your review.
a
JeVse Gardr, PE
C' it DqsigA Concepts, P.A.
S:\ACAD\21103\Docs\Sewer\rdO5augO8.doc
MAR 2 4 2011
WATER O _IALI T Y SECTION
A F-7 \lll.L-=ICE_
Mailing Address: P.O. Box 5432, Asheville, NC 28813
200 Swannanoa River Rd Asheville, NC 28805 1210 S. Main Street, Waynesville, NC 28786
Phone [phone] Fax [phone] Phone: [phone] Fax: [phone]

OF WATFq State of North Carolina
\O� QG Department of Environment and Natural Resources
c� - Division of Water Quality
o Flow Tracking/Acceptance for Sewer Extension Permit Applications
(FTSE—10/07)
Project Applicant Name: Town of Canton
Project Name for which flow is being requested: Elm Street Sewer Extension
More than one FTSE-10107 may be required for a single project if the owner of the WWTP is not responsible for all
pump stations along the route of the proposed wastewater flow.
I. Complete this section only if you are the owner of the wastewater treatment plant.
a. WWTP Facility Name: 13%ue rO'ka"s W WTP
b. WWTP Facility Permit #: &d ©®plJ,27,2-
All flows are in MGD
c. WWTP facility's permitted flow �2 q, 9
d. Estimated obligated flow not yet tributary to the WWTP p
e. WWTP facility's actual avg. flow 5- 26
f. Total flow for this specific request
g. Total actual and obligated flows to the facility Qs-, 9&
h. Percent of permitted flow used 86,8
II. Complete this section for each pump station you are responsible for along the route of this
proposed wastewater flow.
List pump stations located between the project connection point and the WWTP
Pump Station Name Approx. Capacity, MGD Approx. Current Avg.
(Firm/Design) Daily. Flow,-MGD--
Ell
2 4 2011
VYATE C" JALITY 0-N
A .L.—fil r_ n- •'��Nni �lF;=ICE
III. Certification Statement:
I , certify that, to the best of my knowledge, the addition of the
volume of w4steN6ter to be permitted in this project has been evaluated along the route to the receiving
wastewater treatment facility and that the flow from this project is not anticipated to cause any capacity
related sanitary sewer overflows or overburden any downstream pump station en route to the receiving
treatment plant under normal circumstances. This analysis has been performed in accordance with local
established policies and procedures using the best available data. This certification applies to those items
listed above in Sections I d II for which I am the responsible party. Signature of this form indicates

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TOWN OF CANTON
ELM ST. SEWER EXTENSION
PROJECT VICINITY MAP
NOT TO SCALE

Civil Design Concepts, P.A.
200 Swannanoa River Road
Asheville, NC'28805.
828-252-5388
PAY Four Hundred Eighty and no/100
TO THE ORDER NCDENR
OF
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DATE
03/21 /11

J Pie J u.cm at Canton, N.e.
Office of the Town Manager
April 12, 2011
Mr. Jeff Menzel
NCDENR
Asheville Regional Office
2090 US Highway 70
Swannanoa, NC 28778
Dear Mr. Menzel:
�g�
J I];; APR 14 2011
1 L-------1 1 j,
!^. A 1
The Town of Canton Sewer Department employees will be constructing/installing the
Elm Street Sewer Extension (permit # WQ0035313). They plan to begin construction by
April 15, 2011 and complete work within 14 calendar days.
Sincerely,
A.B. Matthews
Town Manager
Cc: Don Price, NCDENR
ABM/Is
58 Park Street • Canton, NC 28716
Phone: [phone] • Fax: [phone]
An Equal Opportunity Employer

J Pie J awn of eacntan, N.e.
April 12, 2011
Mr. Jeff Menzel
NCDENR
Asheville Regional Office
2090 US Highway 70
Swannanoa, NC 28778
Dear Mr. Menzel:
Offce of the Town Manager
rilk.
" r
APR 1
4 2011
' I WA7 cR CJfi.LITY SECTION
01
--FICE
The Town of Canton Sewer Department employees will be constructing/installing the
Elm Street Sewer Extension (permit # WQ0035313). They plan to begin construction by
April 15, 2011 and complete work within 14 calendar days.
Sincerely,
A.B. atthews
Town Manager
Cc: Don Price, NCDENR
ABM/Is
58 Park Street • Canton, NC 28716
Phone: [phone] • Fax: [phone]
An Equal Opportunity Employer

'NNE COPY
�WYVA
0
MAI
NCDENR
North Carolina Department of Environment and Natural Resources
Division of Water Quality
Beverly Eaves Perdue Coleen H. Sullins Dee Freeman
Governor Director Secretary
August 18, 2009
Mr. Heath Davis
Pinnacle Church
90 Main Street
Canton, North Carolina 28716
Subject: Permit No. WQ0034289
Pinnacle Church
Wastewater Collection System Extension
Haywood County
Dear Mr. Davis:
In accordance with your application received on August 12, 2009 we are forwarding herewith
Permit No. WQ0034289, dated August 18, 2009, to Pinnacle Church for the construction and operation
of the subject wastewater collection system extension. This permit shall be effective from the date of
issuance until rescinded and shall be subject to the conditions and limitations as specified therein. This
cover letter shall be considered a part of this permit and is incorporated therein by reference.
Please. pay particular attention to Permit Condition 3 which requires that the wastewater
collection facilities be properly operated and maintained in accordance with 15A NCAC 02T .0400 or
any individual system -wide collection system permit issued to the Permittee.
Permitting of this project does not constitute an acceptance of any part of, -the project that does
not meet 15A NCAC 02T .0305; the Division of Water Quality's (Division) Gravity Sewer Minimum
Design Criteria adopted February 12, 1996 as applicable; and the Division's Minimum Design Criteria
for the Fast -Track Permitting of Pump Stations and Force Mains adopted June 1, 2000 as applicable,
unless specifically mentioned herein. Division approval is based on acceptance of the certification
provided by the North Carolina -licensed Professional Engineer named in the application. It shall be the
Permittee's responsibility to ensure that the as -constructed project meets the appropriate design criteria
and rules. Failure to comply may result in penalties in accordance with North Carolina General
Statute§143-215.6A through §143-215.6C, construction of additional or replacement wastewater
collection facilities, and/or referral of the North Carolina -licensed Professional Engineer to the licensing
board.
Asheville Regional Office
2090 US Highway 70, Swannanoa, NC 28778
Internet http://h2o.enr.state.nc.us/
Telephone [phone] Fax [phone]
DENR Customer Service Center
An Equal Opportunity Action Employer
Telephone [phone]
50% recycled/10% post -consumer paper

Pinnacle Church
August 18, 2009
Page 2
In accordance with the provisions of Article 21 of Chapter 143, General Statutes of North
Carolina as amended, and other applicable Laws, Rules, and Regulations, permission is hereby
granted to Pinnacle Church for the construction and operation of approximately 216 linear feet of 6-
inch diameter gravity sewer and the discharge of 1,500 gpd of collected domestic wastewater to sewers
belonging to the Town of Canton, pursuant to the application received on August 12, 2009 and in
conformity with 15A NCAC 02T .0305; the Division's Gravity Sewer Minimum Design Criteria adopted
February 12, 1996 as applicable; the Division's Minimum Design Criteria for the Fast -Track Permitting
of Pump Stations and Force Mains adopted June 1, 2000 as applicable; and other supporting data
subsequently filed and approved by the Department of Environment and Natural Resources and
considered a part of this permit.
The sewage and wastewater collected by this system shall be treated in the Blue Ridge Paper
Company Wastewater Treatment Facility (Permit No. NC0000272) prior to being discharged into the
receiving stream.
If any parts, requirements, or limitations contained in this permit are unacceptable, you have the
right to request an adjudicatory hearing upon written request within 30 days following receipt of this
permit. This request must be in the form of a written petition, conforming to Chapter 150E of North
Carolina General Statutes, and filed with the Office of Administrative Hearings, 6714 Mail Service
Center, Raleigh, NC 27699-6714. Unless such demands are made, this permit shall be final and
binding.
If you need additional information concerning this matter, please contact Roy Davis at (828)
296-4659.
Sincerely,
for nColeH. Sullins, Director
Division of Water Quality
cc: _ Jackson County Building Inspector
MichaeTD: Covoy, PE
Paul Dickens, Blue Ridge Paper
Water Quality Central Files
PERCS Files

NORTH CAROLINA
ENVIRONMENTAL MANAGEMENT COMMISSION
DEPARTMENT OF ENVIRONMENT AND NATURAL RESOURCES
PINNACLE CHURCH
HAYWOOD COUNTY
WASTEWATER COLLECTION SYSTEM EXTENSION PERMIT WQ0034289
This permit shall be effective from the date of issuance until rescinded and shall be subject to the
following specified conditions and limitations:
This permit shall become voidable unless the wastewater collection facilities are constructed in
accordance with the conditions of this permit; 15A NCAC 02T .0305; the Division of Water Quality's
(Division) Gravity Sewer Minimum Design .Criteria adopted February 12, 1996 ,as applicable; the
Division's Minimum Design Criteria for the Fast -Track Permitting of Pump Stations and. Force
Mains adopted June 1, 2000 as applicable; and other supporting materials 'unless specifically
mentioned herein.
2. This permit shall be effective only with respect to the nature and volume of wastes described in the
application and other supporting data.
3. The wastewater collection facilities shall be properly maintained and operated at all times. The
Permittee shall maintain compliance with an individual system -wide collection system permit for the
operation and maintenance of these facilities as required by 15A NCAC 02T .0400. If an individual
permit is not required, the following performance criteria shall be met as provided in 15A NCAC 02T
.0403:
a. The sewer system shall be effectively maintained and operated at all times to prevent
discharge to land or surface waters, and any contravention of the groundwater standards in
15A NCAC 2L .0200 or the surface water standards in 15A NCAC 2B .0200.
b. A map of the sewer system shall be developed and shall be actively maintained.
c. An operation and maintenance plan shall be developed and implemented.
d. Pump stations that are not connected to a telemetry system shall be inspected every day (i.e.
365 days per year). Pump stations that are connected to a telemetry system shall be
inspected at least once per week.
e. High -priority sewer lines shall be inspected at least once per every six-month period of time.
f. A general observation of the entire sewer system shall be conducted at least once per year.
g. Inspection and maintenance records shall be maintained for a period of at least three years.
h. Overflows and bypasses shall be reported to the appropriate Division regional office in
accordance with 15A NCAC 2B .0506(a), and public notice shall be provided as required by
North Carolina General Statute §143-215.1 C.

.-7
4. This permit shall not be transferable. In the event there is a desire for the wastewater collection
facilities to change ownership, or there is a name change of the Permittee, a formal permit request
shall be submitted to the Division accompanied by documentation from the parties involved, and
other supporting materials as may -be appropriate. The approval of this request shall be
considered on its merits and may or may not be approved.
5. Construction of the gravity sewers, pump stations, and force mains shall be scheduled so as not to
interrupt service by the existing utilities nor result in an overflow or bypass discharge of wastewater
to the surface waters of the State.
6. Upon completion of construction and prior to operation of these permitted facilities, a certification, a
copy of the construction record drawings, as well as supporting design calculations for any pump
stations permitted as part of this project shall be received from a North Carolina -licensed
Professional Engineer certifying that the facilities have been installed in accordance with this
permit; 15A NCAC 02T .0305; the Division's Gravity Sewer Design Criteria adopted February 12,
1996 as applicable; the Division's Minimum Design Criteria for the Fast -Track Permitting of Pump
Station and Force Main adopted June 1, 2000 as applicable; and other supporting materials. If this
project is to be completed in phases and partially certified, you shall retain the responsibility to
track further construction approved under the same permit, and shall provide a final certificate of
completion once the entire project has been completed. A copy of the construction record
drawings, indicating the facilities constructed in the phase being certified, shall be submitted with
each partial certification. Mail the Engineer's Certification, one copy of the "Construction Record
Drawings," and one copy of the supporting design calculations to the Non -Discharge Permitting
Unit, 1617 Mail Service Center, Raleigh, NC 27699-1617.
7. A copy of the construction record drawings shall be maintained on file by the Permittee for the life
of the wastewater collection facilities.
8. Failure to abide by the conditions and limitations contained in this permit; 15A NCAC 02T .0305;
the Division's Gravity Sewer Design Criteria adopted February 12, 1996 as applicable; the
Division's Minimum Design Criteria for the Fast -Track Permitting of Pump Station and Force Mains
adopted June 1, 2000 as applicable; and other supporting materials may subject the Permittee to
an enforcement action by the Division, in accordance with North Carolina General Statutes §143-
215.6A through §143-215.6C.
9. In the event that the wastewater collection facilities fail to perform satisfactorily, including the
creation of nuisance conditions, the Permittee shall take immediate corrective action, including
those as may be required by this Division, such as the construction of additional or replacement
facilities.
10. The issuance of this permit shall not exempt the Permittee from complying with any and all
statutes, rules, regulations, or ordinances that may be imposed by other government agencies
(local, state and federal) which have jurisdiction, including but not limited to applicable river buffer
rules in 15A NCAC 2B .0200, erosion and sedimentation control requirements in 15A NCAC Ch. 4
and under the Division's General Permit NCG010000, and any requirements pertaining to wetlands
under 15A NCAC 2B .0200 and 15A NCAC 2H .0500.
11. Noncompliance Notification:
The Permittee shall report by telephone to a water Quality staff member at the Asheville Regional
- -Office, telephone -number [phone], as soon as possible, but in no case more than 24 hours
or on the next working day, following the occurrence or first knowledge of the occurrence of either
of the following:

a. Any process unit failure, due to known or unknown reasons, that renders the facility incapable
of adequate wastewater transport, such as mechanical or electrical failures of pumps, line
blockage or breakage, etc.; or
b. Any failure of a pumping station or sewer line resulting in a by-pass directly to receiving waters
without treatment of all or any portion of the influent to such station or facility.
Voice mail messages or faxed information is permissible but this shall not be considered as the
initial verbal report. Overflows and spills occurring outside normal business hours may also be
reported to the Division of Emergency Management at telephone number [phone] or (919)
733-3300. Persons reporting any of the above occurrences shall file a spill report by completing
Part I of Form CS-SSO (or the most current Division approved form), within five days following first
knowledge of the occurrence. This report shall outline the actions taken or proposed to ensure that
the problem does not recur. Per Condition 1(2), Part II of Form CS-SSO (or the most current
Division approved form) can also be completed to show that the SSO was beyond control.
Permit issued this the 18th day of August, 2009
NORTH CAROLINA ENVIRONMENTAL MANAGEMENT COMMISSION
for Coleen H. Sullins, Director
Division of Water Quality
By Authority of the Environmental Management Commission
Permit Number WQ0034289

KI
Permit No W00034289 Pinnacle Church Haywood County., August 18 2009 -
ENGINEERING CERTIFICATION - POST CONSTRUCTION
System Description:
216 linear feet of 6-inch diameter gravity sewer
Complete and submit this form to the Asheville regional office with the following:
• One copy of the project record drawings (plan & profile views of sewer lines) of the wastewater collection
system extension
• supporting design calculations (selected pumps, system curve, operating point, available storage if portable
generator(s) or storage greater than longest past three year outage reliability option selected) for any pump
stations permitted as part of this project
• Changes to the project should be clearly identified on the record drawings or in written summary form. Permit
modifications are required for any changes resulting in non-compliance with this permit regulations or
minimum design criteria.
This project shall not be considered complete nor allowed to operate until this Engineer's Certification and all
required supporting documentation have been received by the Division. Therefore, it is highly recommended
that this certification be sent in a manner that provides proof of receipt by the Division.
ENGINEERS CERTIFICATION
❑ Partial ❑ Final
, as a duly registered Professional Engineer in the State of North Carolina, having
been authorized to observe (❑ periodically, ❑ weekly, ❑ full time) the construction of the above referenced
project for the Permittee hereby state that, to the best of my abilities, due care and diligence was used in the
observation of the construction such that the construction was observed to be built within substantial compliance
of this permit; 15A NCAC 2H .0200; the Division of Water Quality's (Division) Gravity Sewer Minimum Design
Criteria adopted February 12, 1996 as applicable; the Division's Minimum Design Criteria for the Fast -Track
Permitting of Pump Stations and Force Mains adopted June 1, 2000 as applicable; and other supporting
materials.
North Carolina Professional Engineer's
seal, signature, and date:
SEND THIS FORM & SUPPORTING DOCUMENTATION
WITH REQUIRED ATTACHMENTS TO THE FOLLOWING ADDRESS
ROGER C. EDWARDS
SURFACE WATER PROTECTION SUPERVISOR
ASHEVILLE REGIONAL OFFICE
2090 US HIGHWAY 70
SWANNANOA, NC 28778
The Permittee is responsible for tracking all partial certifications up until a final certification is received. Any wastewater flow
made tributary to the wastewater collection system extension prior to completion of this Engineer's Certification shall be
considered a violation of the permit and shall subject the Permittee to appropriate enforcement actions.

- � '7' t � it ,+r�:r.,� r cS .:. ✓ i n,.,-� i ,.a'.^ a Mr+ `,, {�Jiu' ^--- - --'- -----
'� WQ0034289
PAST -TRACK APPLICATION for`GRAVITY SEWERS,_PU.M"TATIONS, AND FORCE Ni LL1Q,►
U s I
OF W A I L E N. W1 State of North Carolina
�O� QG Ir artment of Environment and Natural Resources
AUG 12 2009 t Division of Water Quality
o -c FAST -TRACK APPLICATION
wATEr uE RS PUMP STATIONS AND FORCE MAINS
ASHEVIL Q u A > >
ressure sewers systems are not to be included as part of this application package)
INSTRUCTIONS: Indicatekhatcyau.r_havenincluded/addressed..the.following list of required application package items by
checking the space provided next to each applicable item. Failure to submit all required items will lead to your application
being returned as incomplete. This form may be photocopied for use as an original.
® I. Application Form - Submit one original and one copy of the completed and appropriately executed application
form. Any changes to this form will result in the application being returned. The Division of Water Quality
(Division) will only accept application packages that have been fully completed with all applicable items
addressed. You do not need to submit detailed plans and specifications unless you respond NO to Item B(12).
® II. Application Fee - Submit a check in the amount of $480 made payable to: North Carolina Department of
Environment and Natural Resources (NCDENR). Checks shall be dated within 90 days of application submittal.
❑ III. Certificates of Public Convenience and Necessity — If the application is being submitted in the name of a
privately -owned public utility,,,submit two copies of the Certificate of Public Convenience and Necessity (CPCN)
which demonstrates that the public utility is authorized to hold the utility franchise for the area to be served by the
sewer extension. If a CPCN has not been issued, provide two copies of a letter from the North Carolina Utilities
Commission's Public Staff that states that an application for a franchise has been received, that the service area
is contiguous to an existing franchised area, and/or that franchise approval is expected. The project name in the
CPCN or letter must match that provided in Item A(2a) of this application.
❑ IV. Operational Agreements — Submit one original and two copies of a properly executed operational agreement if
the sewer extension is permitted by a private applicant and will be serving residential or commercial lots (e.g.,
houses, condominiums, townhomes, outparcels, etc.) that will be sold to another entity. If the applicant is a
homeowners' association, use Form HOA 02/03. If the applicant is a developer, use Form DEV 02/03. EVEN IF
THE PROJECT WILL BE TURNED OVER TO A MUNICIPALITY, FORM DEV 02/03 IS REQUIRED.
® V. Flow Acceptance Letters — If the owner of the downstream sewers and/or WWTF is different from the applicant,
submit two copies of a flow acceptance letter from the owner of the downstream sewers and WWTF, if different.
Flow acceptance letters must contain the following minimum information: applicant and project name, amount of
flow accepted, and name and permit number of the receiving sewers/WWTF. The flow acceptance must not
expire prior to permit issuance and must be dated less than a year prior to the application date.
Intergovernmental agreements or other contracts will not be accepted in lieu of a project -specific flow acceptance
letter.
® VI. Map — Submit an 8.5-inch by 11-inch COLOR copy of the portion of a 7.5-minute USGS Topographic Map along
with this form. The map should identify the entire project area location as well as the closest downslope surface
waters as clearly as possible. Each map portion must be labeled with the map name and number, the identified
location of the sewer line and pump stations, and be of clear and reproducible quality. For instance, if the project
involves 4 miles of interceptor sewer that traverses over or near several different waterbodies (or counties,
basins, etc.), the map should have location ID's shown for each different waterbody (where the sewer line is within
100 feet of such waterbody - see Instruction VII). This location ID is self chosen and used to cross reference the
location in Section C of the permit application.
® VII. Stream Classifications — Section C
• If any portion of the project is within 100 feet of any down slope surface water, Section C must be completed
for the pertinent sections.
• If the entire project area is a minimum of 100 feet away from any down slope surface waters BUT there is a
pump station involved where a history of power outage is to be used to provide adequate design storage
instead of dual feed or permanent or portable generator, Section C must be completed to demonstrate that
the closest down slope surface water is Class C (see 15A NCAC 2H .0219(h)(3)(D)).
• Use the guidance document entitled, "Determining Watershed Classifications for Form FTA 02/03 (Fast -Track
Sewer Systems)" available from http://h2o.enr.state.nc.us/peres or by contacting the appropriate regional
office.
FTA 02/03 - Rev. 3 04/05

VAST -TRACK APPLICATION for GRAVITY SEWERS, PUMP STATIONS, AND FORCE MAINS PAGE 2
❑ Vill. Environmental Assessments — If this project is subject to an Environmental Assessment (EA) 115A NCAC
01C], this application can not be used. Send the project application on Form PSFMGSA 10/99 to the PERCS
Unit, 1617 Mail Service Center, Raleigh, NC 27699-1617. Applications can not be accepted until a Finding of No
Significant Impact (FONSI) or Environmental Impact Statement (EIS) has been issued. A copy is to be submitted
with that permit application.
® IX. Certifications — Section D
The application must be certified by both the applicant and a North Carolina Registered Professional Engineer
(PE). The applicant signature must match the signing official listed in Item A(1 b). The PE should NOT certify the
application if he/she is unfamiliar with 15A NCAC 02T .0100, the Gravity Sewer Minimum Design Criteria (most
recent version) and the Minimum Design Criteria for the Fast -Track Permitting of Pump'Stations and Force Mains
(most recent version), as applicable to the project. Certification by a PE who is unfamiliar with these documents
is subject to NC Board referral.
❑ X. Downstream Sewer & Wastewater Treatment Plant Capacity
The applicant has assured downstream pipe, pump station and treatment plant capacity. The addition of new
sources of wastewater from this project has been evaluated along the route to the receiving treatment plant. The
flow from this project will not cause capacity related sanitary sewer overflows or overburden any downstream
pump station en route to the receiving wastewater treatment plant. If the applicant is not the owner of the
downstream sewer or receiving treatment plant, submittal of flow acceptance letter(s) indicates that owner has
adequate capacity and will not violate G.S. 143-215.67(a).
THE COMPLETED FTA 02103 APPLICATION PACKAGE, INCLUDING ALL SUPPORTING DOCUMENTS AND $480
FEE, SHOULD BE SENT TO THE APPROPRIATE REGIONAL OFFICE
REGIONAL OFFICE
ADDRESS
COUNTIES SERVED
Asheville Regional Office
2090 US Highway 70
Avery, Buncombe, Burke, Caldwell,
Swannanoa, North Carolina 28778
Cherokee, Clay, Graham, Haywood,
[phone]
Henderson, Jackson, Macon, Madison,
[phone] Fay
McDowell, Mitchell, Polk, Rutherford,
Swain, Transylvania, Yancey
Fayetteville Regional Office
225 Green Street Suite 714
Anson, Bladen, Cumberland, Hamett,
Fayetteville, North Carolina 28301
Hoke, Montgomery, Moore, Robeson,
[phone]
Richmond, Sampson, Scotland
[phone] Fax
Mooresville Regional Office
610 E. Center Avenue; Suite 301
Alexander, Cabarrus, Catawba,
Mooresville, North Carolina 28115
Cleveland, Gaston, Iredell, Lincoln,
[phone]
Mecklenburg, Rowan, Stanly, Union
[phone] Fax
Raleigh Regional Office
1628 Mail Service Center
Chatham, Durham, Edgecombe, Franklin,
Raleigh, North Carolina 27699-1628
Granville; Halifax, Johnston, Lee, Nash,
[phone]
Northampton, Orange, Person, Vance,
919 571-4718 Fax
Wake, Warren, Wilson
Washington Regional Office
943 Washington Square Mall
Beaufort, Bertie, Camden, Chowan,
Washington, North Carolina 27889
Craven, Currituck, Dare, Gates, Greene,
[phone]
Hertford, Hyde, Jones, Lenoir, Martin,
[phone] Fax
Pamlico, Pasquotank, Perquimans, Pitt,
Tyrrell, Washington, Wayne
Wilmington Regional Office
127 Cardinal Drive Extension
Brunswick, Carteret, Columbus, Duplin,
Wilmington, North Carolina 28405
New Hanover, Onslow, Pender
[phone]
[phone] Fax
Winston-Salem Regional Office
585 Waughtown Street
Alamance, Alleghany, Ashe, Caswell,
Winston-Salem, North Carolina 27107
Davidson, Davie, Forsyth, Guilford,
[phone]
Rockingham, Randolph, Stokes, Surry,
[phone] Fax
Watauga, Wilkes, Yadkin
For more information, visit our web site at: http://h2o.enr.state.nc.us/peres/
FTA 02/03 - Rev. 3 04/05

FAST -TRACK APPLICATION for GRAVITY SEWERS, PUMP STATIONS�AP
USE THE TAB KEY TO MOVE FROM FIELD TO FIELDI Applicatio
(to be comp
1. Owner.
1a. Pinnacle Church
0
H
Q
0
LL
Z
0
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a.
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- WATER QUALITY SECTION
ASHEVILLE REGIONAL OFFICE
Full Legal Name (company, municipality, HOA, utility, etc.)
1 b. Heath Davis- Pinnacle Church
Signing Official Name and Title (Please review 15A NCAC 2T-.0106 (b) for authorized signing officials!)
1 c.
The legal entity who will own this system is:
❑ Individual ❑ Federal ❑ Municipality ❑ State/County
❑ Private Partnership ❑ Corporation Z Other (specify): Church
1d.
90 Main Street
1e.
Canton
Mailing Address
City
1f.
NC
1g.
28716
State
Zip Code
1 h.
828-648-5301 1 i.
1j.
[e-mail]
Telephone Facsimile
E-mail
2.
Project (Facility) Information:
2a.
Pinnacle Church
2b.
Haywood
Brief Project Name (permit will refer to this name)
County Where Project is Located
3.
Contact Person:
3a.
Heath Davis
Name and Affiliation of Someone Who Can Answer Questions About this Application
3b. 828-648-5301 3c. [e-mail]
Phone Number _ _ E-mail
1. Project is Z New [:]Modification (of an existing permit) If Modification, Permit No.:
For modifications, attach a separate sheet clearly explaining the reason for the modification (i.e. adding another
phase, changing line size/length, etc.). Only include the modified information in this permit application - do not
duplicate project information in B(7) and 13(10-11) that has already been included in the original permit.
2. Owner is ❑ Public (skip to Item B(3)) Z Private (go to Item 2(a))
2a. If private, applicant will be:
2b. If sold, facilities owned by a (must choose one
Z Retaining Ownership (i.e. store, church, single office, etc.) or Z Public Utility (Instruction III)
❑ Leasing units (lots, townhomes, etc. - skip to Item B(3)) ❑ Homeowner Assoc./Developer (Instruction IV)
❑ Selling units (lots, townhomes, etc. - goo to Item B(2b))
3. Town of Canton
Owner of Wastewater Treatment Facility (WWTF) Treating Wastewater From This Project
- ---- ------------------------ - -- -- ---- - -- -
4a. Blue Ridge Paper 4b. NC0000272
Name of WWTF WWTF Permit No.
5a. Town af Canton '56. 8" Z Gravity 5c.
Owner of Downstream Sewer Receiving Sewer Size 0 Force Main Permit Number of Downstream Sewer (if known)
6. The origin of this wastewater is (check all that apply):
❑ Residential Subdivision ❑ Car Wash
❑ Apartments/Condominiums ❑ Institution 100 % Domestic/Commercial
❑ Mobile Home Park ❑ Hospital
❑ School Z Church % Industrial
❑ Restaurant ❑ Nursing Home % Other (specify):
--- ❑ Office — -- - -- - ----- - —❑ 0ther_LpecifY)- - ._ .. —
7. Volume of wastewater to be allocated for this particular project: 1500 gallons per day
*Do not include previously permitted allocations
8. If the permitted flow is zero, indicate why:
❑ Interceptor Line - Flow will be permitted in subsequent permits that connect to this line
❑ Flow has already been allocated in Permit No.
❑ Rehabilitation or replacement of existing sewer with no new flow expected
FTA 02/03 - Rev- 3 04/05

FAST -TRACK APPLICATION for GRAVITY SEWERS, PUMP STATIONS, AND FORCE MAINS PAGE 4
9. Provide the wastewater flow calculations used in determining the permitted flow in accordance,with 15 NCAC 02T
.0114(c) for Item 13(7) or the design flow for line or pump station sizing if zero flow in the space below. Values other than `
that in 15A NCAC must be supported with actual water or wastewater use data in accordance with 15A NCAC .
500 seats @ 3GPD / seat = 1500GPD
10. Summary of Sewer Lines to be Permitted (attach additional sheets if necessary)
I Size (inches)
6"
Length (feet)
216
Gravity or Force Main
(use the pull down menu)
Gravity
ENTER TOTAL LINE LENGTH IN MILES .005
1. Summary of Pump Stations to be Permitted (attach additional sheets as necessary)
Location ID I _ Power Reliability Option
(self chosen - as shown on Design Flow: Operational Point i (1- dual line feed; 2- permanent generator w/ATS; 3-
plans for cross-reference) (MGD) GPM @ TDH I portable generator w/telemetry; 4-wet well storage)
2. Does the sewer system comply with the Minimum Design Criteria for the Fast Track Permitting of Pump Stations and F
Mains (latest version), the Gravity Sewer Minimum Design Criteria (latest version) and 15A NCAC Chapter 2T as
applicable?
® Yes ❑ No If no, please reference the pertinent minimum design criteria or regulation and indicate why a
variance is requested. SUBMIT TWO COPIES OF PLANS, SPECIFICATIONS OR CALCULATIONS
PERTINENT TO THE VARIANCE WITH YOUR APPLICATION
13. Have the following permits/certifications been submitted for approval?
Wetland/Stream Crossings- General Permit or 401 Certification? [:]Yes ❑ No S N/A
Sedimentation and Erosion Control Plan? ❑ Yes ❑ No ® N/A
Stormwater? ❑ Yes ❑ No ® N/A
14. Does this project involve aerial lines or siphons? Check if yes: ❑
These lines will be considered hioh Ddodty and must be checked once every six months ..
15. Does this project have gravity sewer lines designed at minimum slopes? ❑
Be aware that the Division will not accept installed lines more than 10% Flatter than the minimum slope. Lines installed outside this tolerance should be
corrected prior to submitting the final engineering certification..
FTA 02/03 - Rev. 3 04/05

PAST -TRACK APPLICATION for GRAVITY SEWERS, PUMP STATIONS, AND FORCE MAINS PAGE 5
1. Use the Division's guidance document entitled, "DETERMINING STREAM CLASSIFICATIONS FOR FORM FTA 02103
(FAST -TRACK SEWER SYSTEMS)" to collect and record the stream classification data below (attach additional sheets as
necessary). This document is available from our web site or by contacting the appropriate Division of Water Quality
ZZ regional office (see instructions for addresses) OR indicate the following:
❑ A Stream Classification is not needed because all parts of the project are at least 100 feet away from any down slope
Qwaterbody; AND,
0 ❑ A Stream Classification is not needed because the design does not depend on wet well storage as a power reliability
option for any pump station near a Class C down slope waterbody.
Location ID on Map
Q(self chosen - as shown on Name of Waterbody Stream Waterbody j
J map for cross-reference) Waterbody County River Basin Index Classification i
V Pigeon River Haywood French Broad C
Iw
� - I
Submit the 8.5" x I " COLOR topographic map as required in Instruction VI
regardless of whether a classification is provided! "
11. Applicant's Certification: i
I Heath Davis, attest that this application for Pinnacle Church has been reviewed by me and is accurate and complete to.
I the best of my knowledge. I understand that if all required parts of this application are not completed and that if all
f required supporting documentation and attachments are not included, this application package is subject to being
returned as incomplete. Note: In accordance with North Carolina General Statutes 143-215.6A and 143-215.6B, any
i 1 person who knowingly makes any false statement, representation, or certification in any application shall be guilty of a
Class 2 misdemeanor which may include a fine not to exceed $10,000 as well as civil penalties up to $25,000 per
violation.__-
1a.-
j Si nin Official Signature / U Date
2. Professional Engineer's Certification
Z I attest that this application for Michael D. Lovoy, P.E. has been reviewed by me and is accurate, complete and consistent
1 O with the information in the engineering plans, calculations, and all other supporting documentation to the best of my
knowledge. I further attest that to the best of my knowledge the proposed design has been prepared in accordance with
Q I the applicable regulations, Gravity Sewer Minimum Design Criteria for Gravity Sewers adopted February 12, 1996, and the
(� Minimum Design Criteria for the Fast -Track Permitting of Pump Stations and Force Mains adopted June 1, 2000 and the
LL watershed classification in accordance with Division guidance. Although certain portions of this submittal package may
have been developed by other professionals, inclusion of these materials under my signature and seal signifies that I have
reviewed this material and have judged it to be consistent with the proposed design. Note: In accordance with NC
LIJ J General Statutes 143-215.6A and 143-215.6B, any person who knowingly makes any false'statement, representation, or
certification in any application shall be guilty of a Class 2 misdemeanor which may include a fine not to exceed $10, 000 as
V well as civil penalties up to $25, 000 per violation.
'2a. Michael D. Lovoy, P.E.
� ^`�iElS64C:r7Q: i%9FYF P. t r
Professional Engineer Name
2b. Advantage Civil Engineering
Engineering Firm �?� ''�77CCC,
O
IS
2c. 204 Charlotte Highway
Mailing Address
2d. Asheville 2e. NC 2f. 28803 v� 1y
City State Zip
29. 828-398-0978 2h. 2i. [e-mail] a 'Nnua�``'��
Telephone Facsimile E-mail Seal, Signature & D t
FTA 02/03 - Rev. 3 04/05

O F C`
o ��o Toe Town of CantonpJ J
Office q
20 �F
RTy C.XR-�.
PATRICK U. SMATHERS, Mayor
ERIC G. DILLS, Alderman
MICHAEL B. RAY, Alderman
ERNEST H. STINES. Alderman
TROY W. MANN, Alderman
April 22, 2009
t ,r
Advantage. Civil Engineering kj WTF �6 � 0-N C 10&V L7 Z
C/o Mr. Joseph Renfro
This is to confirm that there is water and sewer service on Fibreville Main with adequate
capacity to serve a Church Complex of the size that you propose (approximately 1,500
gpd.). It is my understanding that you propose to access the utilities along a right of way
on your own property.
Access of course could be dependent upon full compliance with State and Town
regulations and having necessary utility rights of way.
If you have additional questions please do not hesitate to call on us.
Sincerely,
A.B. M ews
Town Manager
ABM/ls

a
�j

204 Charlotte Hwy
Suite F
A&COEO Asheville, NC 28803
' rz a � � ,Pbone.828 �98 0978.~w n t5,
_ ..
January 12, 2009
Mr. Roy Davis
NCDENR
2090 US Highway 70
Swannanoa, NC 28778
RE: Pinnacle Church
Town of Canton, Haywood County, NC
A.C.E.#0641
Dear Roy:
Please find enclosed a Fast Track Application for a proposed church to seat approximately
500 people. The project will have an approximate demand of 1500 GPD. It is located in the Town
of Canton, NC, which is in Haywood County. The project will consist of a single 6" sewer service
connecting directly to a manhole owned and operated by the Town of Canton that is located
adjacent to our property. Also enclosed are a vicinity map, a color USGS topographic map, and a
$480.00 check.
If you have any questions or concerns during your review, please do not hesitate to call
our office.
Sincerel ,
Michael D. Li
i
CC: Shonda Davis
Filename: Z:\ACE\ACAD JOBS\0641\letters and specs\sewer\rd 1 2jan09.doc

alo
-
ADVANTAGE CIVIL ENGINEERIWACHOPFITIA
NG,. PA
Wachovia Bafik, N A,
204 CHARLOTTE HWY., SUITE F wachovia.com
ASHEVILLE, NC 28803
66-21-530 x/�� :'
[phone]
PAY
TO THE
ORDER OF
tj DOLLARS
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A ED SIGNATURE
MEMO A4f�ci/-
1100000

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AMA
NC®ENR
North Carolina Department of Environment and Natural Resources
Division of Water Quality
Coleen H. Sullins
Beverly Eaves Perdue Director Dee Freeman
Governor Secretary
May 14, 2009
Mr. Heath Davis
Pinnacle. Church, Inc.
90 Main Street
Canton, North Carolina 28716
Subject: Fast -Track Application Return
Pinnacle Church, Inc.
Haywood County
Dear Mr. Davis:
Attached is' the Fast -Track Application submitted by Pinnacle Church, Inc.
seeking permission to construct and operate a sewer system to serve Pinnacle Church.
The Application is being returned for the reason that the check submitted carries a date
so far in the past that the check is not acceptable by our bank.
I look forward to return of the Application with a current check.. Should`you need
to discuss this matter please do not hesitate to call me at [phone].
Sincerely;
Roy M. Davis
Environmental Engineer
Xc: Michael D. Lovoy, PE
SURFACE WATER PROTECTION SECTION —ASHEVILLE REGIONAL OFFICE One t
Location: 2090 U.S. Highway 70, Swannanoa, North Carolina 28778 NorthCarofina
Phone: [phone] FAX: [phone] Customer Service: 1-877-623-6748 r� yv
Internet: www.ncwaterquality.org atu a y
An Equal Opportunity 1 Affirmative Action Employer

PINNACLE CHURCH
THE DESTINATION FUND
90 MAIN STREET
CANTON, NC 28716
GO
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HomeTmi'sr Ban
Clyde Savings• Since1926
www.homltrustbanking.com

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E-_'JILE COPY
NCDENR
North Carolina Department of Environment and Natural Resources
Beverly Eaves Perdue
Governor
Mr. Al Matthews
Town of Canton
58 Park Street
Canton, North Carolina 28716
Dear Mr. Matthews:
Division of Water Quality
Coleen H. Sullins
Director
April 21, 2009
Dee Freeman
Secretary
Subject: Permit No. WQ0033984
Town of Canton
Smokey Meadows
Wastewater Collection System Extension
Haywood County
In accordance with your application received on April 9, 2009 we are forwarding herewith Permit
No. WQ0033984, dated April 21, 2009, to the Town of Canton for the construction and operation of the
subject wastewater collection system extension. This permit shall be effective from the date of
issuance until rescinded and shall be subject to the conditions and limitations as specified therein. This
cover letter shall be considered a part of this permit and is incorporated therein by reference.
Please pay particular attention to Permit Condition 3 which requires that the wastewater
collection facilities be properly operated and maintained in accordance with 15A NCAC 2H .0227 or any
individual system -wide collection system permit issued to the Permittee.
Permitting of this project does not constitute an acceptance of any part of the project that does
not meet 15A NCAC 2H .0200; the Division of Water Quality's (Division) Gravity Sewer Minimum
Design Criteria adopted February 12, 1996 as applicable; and the Division's Minimum Design Criteria
for the Fast -Track Permitting of Pump Stations and Force Mains adopted June 1, 2000 as applicable,
unless specifically mentioned herein. Division approval is based on acceptance of the certification
provided by the North Carolina -licensed Professional Engineer named in the application. It shall be the
Permittee's responsibility to ensure that the as -constructed project meets the appropriate design criteria
and rules. Failure to comply may result in penalties in accordance with North Carolina General
Statute§143-215.6A through §143-215.6C, construction of additional or replacement wastewater
collection facilities, and/or referral of the North Carolina -licensed Professional Engineer to the licensing
board.
Asheville Regional Office
2090 US Highway 70, Swannanoa, NC 28778
Internet http://h2o.enr.state.nc.us/
Telephone [phone] Fax [phone]
DENR Customer Service Center
An Equal Opportunity Action Employer
Telephone [phone]
50% recycfed/10% post -consumer paper

Town of Canton April 21, 2009 Page 2
In accordance with the provisions of Article 21 of Chapter 143, General Statutes of North
Carolina as amended, and other applicable Laws, Rules, and Regulations, permission is hereby
granted to the Town of Canton for the construction and operation of approximately 838 linear feet of 8-
inch diameter gravity sewer to serve Smokey Meadows, a residential complex, and the discharge of
15,915 gallons per day of collected domestic wastewater into the Town of Canton's existing sewerage
system, pursuant to the application received on April 9, 2009 and in conformity with 15A NCAC 2H
.0200; the Division's Gravity Sewer Minimum Design Criteria adopted February 12, 1996 as applicable;
the Division's Minimum Design Criteria for the Fast -Track Permitting of Pump Stations and Force Mains
adopted June 1, 2000 as applicable; and other supporting data subsequently filed and approved by the
Department of Environment and Natural Resources and considered a part of this permit.
The sewage and wastewater collected by this system shall be treated in the Blue Ridge Paper
Products, Inc. Wastewater Treatment Facility (Permit No. NC0000272) prior to being discharged into
the receiving stream.
If any parts, requirements, or limitations contained in this permit are unacceptable, you have the
right to request an adjudicatory hearing upon written request within 30 days following receipt of this
permit. This request must be in the form of a written petition, conforming to Chapter 150B of North
Carolina General Statutes, and filed with the Office of Administrative Hearings, 6714 Mail Service
Center, Raleigh, NC 27699-6714. Unless such demands are made, this permit shall be final and
binding.
If you need additional information concerning this matter, please contact Roy Davis at (828)
296-4500.
Sincerely,
for Coleen H. Sullins, Director
Division of Water Quality
cc: Liaywood County Building Inspector
Neville"Re'gionalOffrce'SurfacecWater-�Protection (1NINTF`Permit No N'0000272y)
Todd J. Poteet, PE
Paul Dickens, Blue Ridge Paper
Water Quality Central Files
PERCS Files

NORTH CAROLINA
ENVIRONMENTAL MANAGEMENT COMMISSION
DEPARTMENT OF ENVIRONMENT AND NATURAL RESOURCES
TOWN OF CANTON
SMOKEY MEADOWS
HAYWOOD COUNTY
WASTEWATER COLLECTION SYSTEM EXTENSION PERMIT WQ0033984
This permit shall be effective from the date of issuance until rescinded and shall be ;subject to the
following specified conditions and limitations:
This permit shall become voidable unless the wastewater collection facilities are constructed in
accordance with the conditions of this permit; 15A NCAC 2H .0200; the Division of Water Quality's
(Division) Gravity Sewer Minimum Design Criteria adopted February 12, 1996 as applicable; the
Division's Minimum. Design Criteria for the Fast -Track Permitting of Pump Stations and Force
Mains adopted June 1, 2000 as applicable; and other supporting materials unless specifically
mentioned herein.
2. This permit shall be effective only with respect to the nature and volume of wastes, described in the
application and other supporting data.
3. The wastewater collection facilities shall be properly maintained and operated at all 'times. The
Permittee shall maintain compliance with an individual system -wide collection system permit for the
operation and maintenance of these facilities as required by 15A NCAC 2H .0227..If an individual
permit is not required, the following performance criteria shall be met as provided .in 15A NCAC 2H
.0227:
a. The sewer system shall be effectively maintained and operated at all times to prevent
discharge to land or surface waters, and any contravention of the groundwater standards in
15A NCAC 2L .0200 or the surface water standards in 15A NCAC 2B .0200.
b. A map of the sewer system shall be developed and shall be actively maintained.
c. An operation and maintenance plan shall be developed and implemented.
d. Pump stations that are not connected to a telemetry system shall be inspected every day (i.e.
365 days per year). Pump stations that are connected to a telemetry system shall be
inspected at least once per week.
e. High -priority sewer lines shall be inspected at least once per every six-month period of time.
f. A general observation of the entire sewer system shall be conducted at least once per year.
g. Inspection and maintenance records shall be maintained for a period of at least three years.
h. Overflows and bypasses shall be reported to the appropriate Division regional office in
accordance with 15A NCAC 2B .0506(a), and public notice shall be provided as required by
North Carolina General Statute §143-215.1 C.

Permit No WO0033984 Town of Canton, Smokey Meadows, Haywood County April 21, 2009
4. This permit shall not be transferable. In the event there is a desire for the wastewater collection
facilities to change ownership, or there is a name change of the Permittee, a formal permit request
shall be submitted to the Division accompanied by documentation from the parties involved, and
other supporting materials as may be appropriate. The approval of this request shall be
considered on its merits and may or may not be approved.
5. Construction of the gravity sewers, pump stations, and force mains shall be scheduled so as not to
interrupt service by the existing utilities nor result in an overflow or bypass discharge of wastewater
to the surface waters of the State.
6. Upon completion of construction and prior to operation of these permitted facilities, a certification, a
copy of the construction record drawings, as well as supporting design calculations for any pump
stations permitted as part of this project shall be received from a North Carolina -licensed
Professional Engineer certifying that the facilities have been installed in accordance with this
permit; 15A NCAC 2H .0200; the Division's Gravity Sewer Design Criteria adopted February 12,
1996 as applicable; the Division's Minimum Design Criteria for the Fast -Track Permitting of Pump
Station and Force Main adopted June 1, 2000 as applicable; and other supporting materials. If this
project is to be completed in phases and partially certified, you shall retain the responsibility to
track further construction approved under the same permit, and shall provide a final certificate of
completion once the entire project has been completed. A copy of the construction record
drawings, indicating the facilities constructed in the phase being certified, shall be submitted with
each partial certification. Mail the Engineer's Certification, one copy of the "Construction Record
Drawings," and one copy of the supporting design calculations to the Non -Discharge Permitting
Unit, 1617 Mail Service Center, Raleigh, NC 27699-1617.
7. A copy of the construction record drawings shall be maintained on file by the Permittee for the life
of the wastewater collection facilities.
8. Failure to abide by the conditions and limitations contained in this permit; 15A NCAC 2H .0200; the
Division's Gravity Sewer Design Criteria adopted February 12, 1996 as applicable; the Division's
Minimum Design Criteria for the Fast -Track Permitting of Pump Station and Force Mains adopted
June 1, 2000 as applicable; and other supporting. materials may subject the Permittee to an
enforcement action by the Division, in accordance with. North Carolina General Statutes §143-
215.6A through §143-215.6C.
9. In the event that the wastewater collection facilities fail to perform satisfactorily, including the
creation of nuisance conditions, the Permittee shall take immediate corrective action, including
those as may be required by this Division, such as the construction of additional or replacement
facilities.
10. The issuance of this permit shall not exempt the Permittee from complying with any. and all
statutes, rules, regulations, or ordinances that may be imposed by other government agencies
(local, state and federal) which have jurisdiction, including but not limited to applicable river buffer
rules in 15A NCAC 2B .0200, erosion and sedimentation control requirements in 15A NCAC Ch. 4
and under the Division's General Permit NCG010000, and any requirements pertaining to wetlands
under 15A NCAC 213.0200 and 15A NCAC 2H .0500.
11. Noncompliance Notification:
The Permittee shall report by telephone to a water quality staff member at the Asheville Regional
Office, telephone number [phone], as soon as possible, but in no case more than 24 hours
or on the next working day, following the occurrence or first knowledge of the occurrence of either
of the following:

Permit No W00033984 Town of Canton. Smokey Meadows, Haywood County April 21 200
a. Any process unit failure, due to known or unknown reasons, that renders the facility incapable
of adequate wastewater transport, such as mechanical or electrical failures of pumps, line
blockage or breakage, etc.; or
b. Any failure of a pumping station or sewer line resulting in a by-pass directly to receiving waters
without treatment of all or any portion of the influent to such station or facility.
Voice mail messages or faxed information is permissible but this shall not be considered as the
initial verbal report. Overflows and spills occurring outside normal. business hours may also be
reported to the Division of Emergency Management at telephone number [phone] or (919)
733-3300. Persons reporting any of the above occurrences shall file a spill report by completing
Part I of Form CS-SSO (or the most current Division approved form), within five days following first
knowledge of the occurrence. This report shall outline the actions taken or proposed to ensure that
the problem does not recur. Per Condition 1(2), Part II of Form CS-SSO (or the most current
Division approved form) can also be completed to show that the SSO was beyond control.
Permit issued this the 21st day of April, 2009
NORTH CAROLINA ENVIRONMENTAL MANAGEMENT COMMISSION
fo C een H. Sullins, Director
Division of Water Quality
By Authority of the Environmental Management Commission
Permit Number WQ0033984

Permit No W00033984 Town of Canton Smokey Meadows Haywood County, April 21 2009
ENGINEERING CERTIFICATION - POST CONSTRUCTION
System Description:
838 linear feet of 8-inch diameter gravity sewer
Complete and submit this form to the Asheville regional office with the following:
• One copy of the project record drawings (plan & profile views of sewer lines) of the wastewater collection
system extension
• supporting design calculations (selected pumps, system curve, operating point, available storage if portable
generator(s) or storage greater than longest past three year outage reliability option selected) for any pump
stations permitted as part of this project
• Changes to the project should be clearly identified on the record drawings or in written summary form. Permit
modifications are required for any changes resulting in non-compliance with this permit regulations or
minimum design criteria.
This project shall not be considered complete nor allowed to operate until this Engineer's Certification and all
required supporting documentation have been received by the Division. Therefore, it is highly recommended
that this certification be sent in a manner that provides proof of receipt by the Division.
ENGINEER'S CERTIFICATION
❑ Partial ❑ Final
1, , as a duly registered Professional Engineer in the State of North Carolina, having
been authorized to observe (❑ periodically, ❑ weekly, ❑ full time) the construction of the above referenced
project for the Permittee hereby state that, to the best of my abilities, due care and diligence was used in the
observation of the construction such that the construction was observed to be built within substantial compliance
of this permit; 15A NCAC 2H .0200; the Division of Water Quality's (Division) Gravity Sewer Minimum Design
Criteria adopted February 12, 1996 as applicable; the Division's Minimum Design Criteria for the Fast -Track
Permitting of Pump Stations and Force Mains adopted June 1, 2000 as applicable; and other supporting
materials.
North Carolina Professional Engineer's
seal, signature, and date:
SEND THIS FORM & SUPPORTING DOCUMENTATION
WITH REQUIRED ATTACHMENTS TO THE FOLLOWING ADDRESS
ROGER C. EDWARDS
SURFACE WATER PROTECTION SUPERVISOR
ASHEVILLE REGIONAL OFFICE
2090 US HIGHWAY 70
SWANNANOA, NC 28778
The Permittee is responsible for tracking all partial certifications up until a final certification is received. Any wastewater flow
made tributary to the wastewater collection system extension prior to completion of this Engineer's Certification shall be
considered a violation of the permit and shall subject the Permittee to appropriate enforcement actions.

�FwA�FR L J
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NOI1��S IJ if i d(li� a�lbP _ JALE COPY
State of North Carolina
Dep ment of Environment and Natural Resources
600Z 6 - add ( I� , i Division of Water Quality
p 1.�-'?►� �- -- �1 FAST -TRACK APPLICATION
(FTA 12/07 ver2 )
for GRAVITY SEWERS, PUMP STATIONS,:AND FORCE MAINS
(Pressure & Vacuum sewer systems are not to be included as part of this application package)
INSTRUCTIONS: Indicate that you have included/addressed the following list of required application package items by
checking the space provided next to each applicable item. Failure to submit all required items will lead to your application
being returned as incomplete. Forms are available from the web site or by calling the Regional Office serving your county.
http://h2o. enr. sta te. nc. us/peres/Collection%20Systems/CollectionSystemApplications.html
® A. Application Form - Submit one original and one copy of the completed and appropriately executed application
form. The application should include a project narrative describing the final build -out design (i.e. system and/or
pump station to ultimately serve 500 homes, but flow for only 100 homes being requested now). For modifications,
clearly explain the reason for the modification (i.e. adding another phase, changing line size/length, etc.). Only
include the modified information in this permit application - do not duplicate project information that has already
been included in the original permit.
Any changes to this form will result in the application being returned. The Division of Water Quality (Division) will
only accept application packages that have been fully completed with all applicable items addressed. You do not
need to submit detailed plans and specifications unless you respond NO to Item B(13).
Separate applications should be made for non-contiguous sewer systems.
® B. Application Fee - Submit a check in the amount of $480 made payable to: North Carolina Department of
Environment and Natural Resources (NCDENR). Checks shall be dated within 90 days of application submittal.
❑ C. Certificates of Public Convenience and Necessity — If the application is being submitted in the name of a
privately -owned public utility, submit two copies of the Certificate of Public Convenience and Necessity (CPCN)
which demonstrates that the public utility is authorized to hold the utility franchise for the area to be served by the
sewer extension. If a CPCN has not been issued, provide two copies of a letter from the North Carolina Utilities
Commission's Public Staff that states that an application for a franchise has been received, that the service area
is contiguous to an existing franchised area, and/or that franchise approval is expected. The project name in the
CPCN or letter must match that provided in Item A(2)a of this application.
❑ D. Operational Agreements — Submit one original and two copies of a properly executed operational agreement, as
per 15A NCAC 02T .0115, if the application is submitted by a private applicant and will be serving residential or
commercial lots (e.g., houses, condominiums, townhomes, outparcels, etc.) that will be sold to another entity. If
the applicant is a home or property owner's.,association, use Form HOA 02/03. If the applicant is a developer,
use Form DEV 02/03. EVEN IF THE PROJECT MAY BE TURNED OVER TO A MUNICIPALITY UPON
COMPLETION, FORM DEV 02/03 IS REQUIRED.
® E. Downstream Sewer, WWTF Capacity and Flow Tracking/Acceptance — FORM FTSE 10/07 (Flow
Tracking/Acceptance for Sewer Extension Permit Applications) is required with every application. The applicant
(and owners of downstream sewers, pump stations and/or treatment facilities submitting FORM FTSE-10/07)
certifies that, to the best of their knowledge, the addition of the volume of wastewater to be permitted in this
project has been evaluated along the route to the receiving treatment plant, and that the flow from this project will
not cause capacity related sanitary sewer overflows or overburden any downstream pump station en route to the
receiving wastewater treatment plant. Where the applicant is not the owner of the downstream sewer, submit two
copies of FORM FTSE 10/07 from the owner of the downstream sewer and owner of the WWTF, if different. The
flow acceptance indicated in FORM FTSE-10/07 must not expire prior to permit issuance and must be dated less
than one year prior to the application date. Submittal of this application and FORM FTSE-10/07 indicates that
owner has adequate capacity and will not violate G.S. 143-215.67(a). Intergovernmental agreements or other
contracts will not be accepted in lieu of project -specific FTSE 10/07.
® F Map — Submit an 8.5-inch by 11-inch COLOR copy of a USGS Topographic Map of sufficient scale to identify the
entire project area and the closest surface waters. Each map or maps must show the location of the sewer line
and pump stations and be of reproducible quality. Include a street level map showing the downstream connection
point, and the permit number for the downstream sewer, if known.
FTA12/07 ver2

❑ G. Stream Classifications — Watershed Classification Attachment (Form WACAS-12/07) If any portion of the
project boundary is within 100 feet of any surface water or wetlands, the Watershed Classification Attachment
must be completed.
❑ H Environmental Assessments — If this project is subject to an Environmental Assessment (EA) [15A NCAC
01C], this application cannot be used. Send the project application on the most current version of Form
PSFMGSA to the Design Management Unit, 1633 Mail Service Center, Raleigh, NC 27699-1633. Applications
cannot be accepted until a Finding of No Significant Impact (FONSI) or Environmental Impact Statement (EIS)
has been issued. A copy is to be submitted with that permit application.
❑ I. Flow Direction — Many wastewater treatment systems are entering into agreements for regionalization efforts
and emergency treatment capacity. Parts of the system are installed so that the wastewater flow can be directed
to more than one treatment facility. If this is the case with this project, please indicate in B(12) and give the permit
number of the second treatment facility.
® J. Certifications — Section C
The application must be certified by both the applicant and the design engineer who is a North Carolina
Registered Professional Engineer (PE). The applicant signature must match the signing official listed in Item
A(1 b). The PE should NOT certify the application if he/she is unfamiliar with 15A NCAC Chapter 2T, the Gravity
Sewer Minimum Design Criteria (most recent version) and the Minimum Design Criteria for the Fast -Track
Permitting of Pump Stations and Force Mains (most recent version), as applicable to the project.
THE COMPLETED FTA 12/07 APPLICATION PACKAGE, INCLUDING ALL SUPPORTING
DOCUMENTS AND $480 FEE, SHOULD BE SENT TO THE APPROPRIATE REGIONAL OFFICE:
REGIONAL OFFICE
ADDRESS
COUNTIES SERVED
Asheville Regional Office
2090 US Highway 70
Avery, Buncombe, Burke, Caldwell, Cherokee,
Swannanoa, North Carolina 28778
Clay, Graham, Haywood, Henderson, Jackson,
[phone]
Macon, Madison, McDowell, Mitchell, Polk,
[phone] Fax
Rutherford, Swain, Transylvania, Yancey
Fayetteville Regional Office
225 Green Street Suite 714
Anson, Bladen, Cumberland, Harnett, Hoke,
Fayetteville, North Carolina 28301-5094
Montgomery, Moore, Robeson, Richmond,
[phone]
Sampson, Scotland.,
[phone] Fax
Mooresville Regional Office
610 E. Center Avenue
Alexander, Cabarrus, Catawba, Cleveland,
Mooresville, North Carolina 28115
Gaston, Iredell, Lincoln, Mecklenburg, Rowan,
[phone]
Stanly, Union
[phone] Fax
Raleigh Regional Office
1628 Mail Service Center
Chatham, Durham, Edgecombe, Franklin,
Raleigh, North Carolina 27699-1628
Granville, Halifax, Johnston, Lee, Nash,
[phone]
Northampton, Orange, Person, Vance, Wake,
[phone] Fax
Warren, Wilson
Washington Regional Office
943 Washington Square Mall
Beaufort, Bertie, Camden, Chowan, Craven,
Washington, North Carolina 27889
Currituck, Dare, Gates, Greene, Hertford, Hyde,
[phone]
Jones, Lenoir, Martin, Pamlico, Pasquotank,
[phone] Fax
Perquimans, Pitt, Tyrrell, Washington, Wayne
Wilmington Regional Office
127 Cardinal Drive Extension
Brunswick, Carteret, Columbus, Duplin, New
Wilmington, North Carolina 28405
Hanover, Onslow, Pender
[phone]
[phone] Fax
Winston-Salem Regional Office
585 Waughtown Street
Alamance, Alleghany, Ashe, Caswell, Davidson,
Winston-Salem, North Carolina 27107
Davie, Forsyth, Guilford, Rockingham, Randolph,
[phone]
Stokes, Surry, Watauga, Wilkes, Yadkin
[phone] Fax
For more information, please visit our web site at. http://h2o.enr.state.nc.us/peres/
or contact the Regional Office serving your county.
FTA12/07 ver2

USE THE TAB KEY TO MOVE FROM FIELD TO FIELD! Application Number:
(to be completed by DW
�1.
Owner/Permittee:
'1 a.
Town of Canton
Full Legal Name (company, municipality, HOA, utility, etc.)
0
!1 b.
Al Matthews
Signing Official Name and Title (Please review 15A NCAC 2T .0106 (b) for authorized signing officials!)
1 c.
The legal entity who will own this system is:
_❑
Individual ❑ Federal ® Municipality ❑ State/County ❑ Private Partnership ❑ Corporation ❑ Other (specify).
O
1d.
58 Park Street 11e. Canton
LL
Mailing Address I City
Z
11f.
NC- - -_--- -
11g. 28716 - -- -- ---
L
State
Zip Code
Z
0
1 h.
-[phone] 11 i. [phone] 11 j. [e-mail]
QTelephone
Facsimile 1 E-mail
L)
2.
Project (Faciljty) Information:-__
_ J
2a.
Smokey Meadows 2b. Haywood
0-
I
Brief Project Name (permit will refer to this name) County Where Project is Located
CL Q
3.
Contact Person:
Q�3a.
__- -- _ _-_- _ _--
Todd J. Poteet, Consulting Engineer
Name and Affiliation of Someone Who Can Answer Questions About this Application
Ob.
[phone] 3c. [e-mail]
Phone Number ( E-mail
11.
Project is ® New ❑ Modification (of an existing permit) If Modification, Permit No.:
i 12.
Owner is ® Public (skip to Item B(3)) ❑ Private (go to Item 2(a))
2a.
If private, applicant will be: i 2b. If sold, facilities owned by a (must choose one
❑ Retaining Ownership (i.e. store, church, single office, etc.) or ❑ Public Utility (Instruction C)
❑ Leasing units (lots, townhomes, etc. - skip to Item B(3)) ❑ Homeowner Assoc./Developer (Instruction D)
❑ Selling units (lots, townhomes, etc. - go to Item B(2b))
3.
Blue Ridge Paper Products, Inc
Z I
Owner of Wastewater Treatment Facility (WWTF) Treating Wastewater From This Project
O 114a.
Canton Mill Wastewater Treatment Facility 1,4b. NC0000272
Name of WWTF ( WWTF Permit No.
5a.
Town of Canton 5b. 8" ® Gravity 5c.
Owner of Downstream Sewer Receiving Sewer Size ❑ Force Main Permit # of Downstream Sewer (Instruction E)
6.
The on in of this wastewater is check all that appLL
Z
I
00 % Domestic/Commercial
❑Residential Subdivision 1
❑ Retail (Stores; shopping centers) ,
® Apartments/Condominiums ❑ Instit'
utlonl v%---__:-____-_-:.- l % Industrial (attach
I
❑ Mobile Home Park ❑ Hospital-,,
�`�- I de'scri tion.
p )
�
LU
❑ School ❑ Chbrch. I �"I
❑ Restaurant ❑ Nuisirig�H'ome APR - 9 2009 (RO:�contact your Regional Office
Il
❑ Office ❑ Other s eci Pretreeatment staff) (�p fy):
`-- -_; -- - -- - V Other (specify):
(7.
- _%
- — -- ---- - - ---
Volume of wastewater to be allocated or permitted for', this�paAcuiar:project:_- _ oF15'r915-J gallons per day
i8.
*Do not include future flows or previously permitted -allocations,_
-.-..------- - -- -- - - -- --- - ---- - -. -- _._... __.. : _.__ --------
If the permitted flow is zero, indicate why:
1
❑ Pump Station, Outfall or Interceptor Line where flow will be permitted in subsequent permits that connect to this line
❑ Flow has already been allocated in Permit No.
❑ Rehabilitation or replacement of existing sewer with no new flow expected (see 15A NCAC 02T .0303 to determine if a
permit is required)
FTA12/07-ver2

9. Provide the wastewater flow calculations used in determining the permitted flow in accordance with 15A NCAC 2T .0114 for
the value in Item B(7) AND/OR the design flow for line or pump station sizing if a reduced or zero flow is being requested in
Item B(7). Values other than that in 15A NCAC 2T .0114 (b) and (c) must be supported with actual water or wastewater use
data in accordance with 15A NCAC 2T .0114 (f).
I (8 units X 1 bedroom + 32 units X 2 bedrooms + 20 units X 3 bedrooms) 120 gal / bedroom / day = 15,840 GPD
3 Office employees X 25 gal / day = 75 GPD Total = 15,915 GPD
10. Summary of Sewer Lines to be Permitted (attach additional sheets if necessary)
Size (inches) Length (feet) New Gravity or Additional
Force Main
8
I
838
New Gravity
—
®
ill. Summary of Pump Stations w/ associated Force Mains to be Permitted (attach additional sheets as necessary) N/A
W-
-- ......----------------------._....--- --- -- ------ -----.._... --- - ._.------- - ._. _.
7
;Pump Station Location ID (self chosen - as shown on plans/map for reference)
Z
Design Flow
(MGD)
Power Reliability Option
Operational Point!
GPM TDH i 1 -permanent generator w/ATS; Force Main Size
Force Main Length
Q
I °e ! 2 - portable generator w/MTS
Z�
Q
i -
H
Pump Station Location ID (self chosen - as shown on plans/map for reference)
Design Flow
(MGD)
Operational Point
Power Reliability Option
1 -permanent generator w/ATS; Force Main Size
Force Main Length
Q
GPM @TDH
2 -portable generator w/MTS
LL
,Pump Station Location ID (self chosen - as shown on plans/map for reference)
LU
a.
Design Flow Power Reliability Option
Operational Point
(MGD) GPM TDH i 1 -permanent generator w/ATS; Force Main Size Force Main Length
@
m
I
I
I 2 - portable generator w/MTS
Will flow in lines be be directed facility?
,112.
the wastewater the proposed sewer or pump stations able to to another treatment
❑ Yes ® No If Yes, permit number of 2"d treatment facility
(RO — if "yes" to B,12 please contact the Central Office PERCS Unit)
113.
Does the sewer system comply with the Minimum Design Criteria for the Fast Track Permitting of Pump Stations and Force
Mains (latest version), the Gravity Sewer Minimum Design Criteria (latest version) and 15A NCAC Chapter 2T as
4
applicable?
® Yes ❑ No If No, please reference the pertinent minimum design criteria or regulation and indicate why a
variance is requested. SUBMIT TWO COPIES OF PLANS, SPECIFICATIONS OR CALCULATIONS
I
PERTINENT TO THE VARIANCE WITH YOUR APPLICATION
FTA12/07 ver2

4. Have the following permits/certifications been submitted for approval for the system or project to be served?
Wetland/Stream Crossings - General Permit or 401 Certification? ❑ Yes ❑ No ® N/A
Sedimentation and Erosion Control Plan? ® Yes ❑ No ❑ N/A
Stormwater?
❑ Yes ❑ No ® N/A
5. Does this project include any high priority lines, [see 15A NCAC 02T .0402 (2)] involve aerial lines, siphons, or interference
manholes)? These lines will be considered high priority and must be checked once every six months
if Yes: ❑ and provide details
1. Owner/Permittee's Certification: (Signature of Signing Official and Project Name)
1, _AI Matthews , attest that this application for Smokey Meadows has been reviewed by me and is accurate and
complete to the best of my knowledge. 1 understand that if all required parts of this application are not completed and
that if all required supporting documentation and attachments are not included, this application package is subject to
being returned as incomplete. Note: In accordance with North Carolina General Statutes 143-295.6A and 143-215.6B,
any person who knowingly makes any false statement, representation, or certification in any application shall be guilty of
a Class 2 misdemeanor, which may include a fine not to exceed $10,000 as well as civil penalties up to $25,000 per
violation.
I1
a.
Signing Official ignature Date
,ENGINEERING DESIGN DOCUMENTS MUST BE COMPLETED PRIOR TO SUBMITTAL OF THIS
(APPLICATION. THESE DOCUMENTS MUST INCLUDE PLAN AND PROFILE OF SEWERS, THEIR PROXIMITY
to TO OTHER UTILITIES, DESIGN CALCULATIONS. ETC. REFER TO 15A NCAC 02T .0305
Z j
�2.
Professional Engineer's Certification: (Signature of Design Engineer and Project Name)
U�
1, Todd J. Poteet ,attest that this application for _ Smokey Meadows has been reviewed by me and is
LL- accurate, complete and consistent with the information in the engineering plans, calculations, and all other supporting
I-- documentation to the best of my knowledge. I further attest that to the best of my knowledge the proposed design has
been prepared in accordance with the applicable regulations, Gravity Sewer Minimum Design Criteria for Gravity Sewers
LV adopted February 12, 1996, and the Minimum Design Criteria for the Fast -Track Permitting of Pump Stations and Force
V Mains adopted June 1, 2000 and the watershed classification in accordance with Division guidance. Although other
professionals may have developed certain portions of this submittal package, inclusion of these materials under my
signature and seal signifies that I have reviewed this material and have judged it to be consistent with the proposed design.
Note: In accordance with NC General Statutes 143-215.6A and 143-215.6B, any person who knowingly makes any false
statement, representation, or certification in any application shall be guilty of a Class 2 misdemeanor which may include a
fine not to exceed $10,000 as well as civil penalties up to $25,000 per violation.
2a. Todd J. Poteet, PE
®
Name
Professional Engineer
2b. West Consultants, PLLC
°
°. Off•°�.
e SEAL
a o 25906 • _
•• ��/7/e
IL Engineering Firm
--
2c. 405 South Sterling Street
Mailing Address
12e.
2d. Morganton NC 2f. 28655
City State ' Zip
2g. [phone] 2h. [phone] 2i. [e-mail]
'NC
Telephone I Facsimile I E-mail
PE Seal, Signature & Date
FTA12/07 ver2

O� W ATF9
FORM WS.CAS-12/07
=' r
WATERSHED CLASSIFICATION ATTACHMENT o
FOR SEWER SYSTFMq
Applicant Name
Project Name
Southland Partners, LLC
Smokey Meadows
Professional Engineer Name
Engineering Firm Name
Todd J. Poteet
West Consultants, PLLC
Location
ID
Name of Waterbody'
County
River
Basin
Waterbody Stream
Index No.
Waterbody
Classification
1
UT to Pigeon River
Haywood
French
Broad
C
I If unnamed, indicate "unnamed tributary to X", where X is the named waterbody to which the unnamed tributary joins.
I certify that as a Registered Professional Engineer in the State of
North Carolina that / have diligently followed the Division's instructions
for classifying waterbodies and that the above classifications are $ /
inclusive of the stated project, complete and correct to the best of my,•,'*
knowledge and belief. 9"
r.
PE Seal, Signature and Date
*** END OF FORM WSCAS-12/07 ***
FORM: WSCAS-12/07 Page 1 of 1

1F WATFR State of North Carolina
\O� PG Department of Environment and Natural Resources
CODivision of Water Quality
Flow Tracking/Acceptance for Sewer Extension Permit Applications
yr
(FTSE—10/07)
Project Applicant Name: Town of Canton
Project Name for which flow is being requested: Smokey Meadows
More than one FTSE-10107 may he required for a single project if the owner of the WWTP is not responsible for'all
pump stations along the route of the proposed wastewater flow.
I. Complete this section only if you are the owner of the wastewater treatment plant.
a. WWTP Facility Name: Blue Ridge Paper Products, Inc.
b. WWTP Facility Permit #: NC 0000272
All flows are in MGD
c. WWTP facility's permitted flow 0.950
d. Estimated obligated flow not yet tributary to the WWTP --
e. WWTP facility's actual avg. flow 0.828
f. Total flow for this specific request 0.0159
g. Total actual and obligated flows to the facility 3q
h. Percent of permitted flow used BB• 8 %
II. Complete this section for each pump station you are responsible for along the route of this
proposed wastewater flow.
List pump stations located between the project connection point and the WWTP
Pump Station Name Approx. Capacity, MGD Approx. Current Avg.
(Finn/Design) Daily Flow, MGD
III. Certification Statement:
I, Al Matthews , certify that, to the best of my knowledge, the addition of the volume of
wastewater to be permitted in this project has been evaluated along the route to the receiving wastewater
treatment facility and that the flow from this project is not anticipated to cause any capacity related
sanitary sewer overflows or overburden any downstream pump station en route to the receiving treatment
plant under normal circumstances. This analysis has been performed in accordance with local established
policies and procedures using the best available data. This certification applies to those items listed above
in Sections I and II for which I am the responsible party. Signature of this form indicates acceptance of
this wastewater flow._
I
Signing Offal Signature

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(Statistics Canada and/or Geomatics Canada), all rights reserved.

WEST CONSULTANTS, PLLC
Consulting Engineers and Surveyors
405 South Sterling Street
Morganton, North Carolina 28655
Phone [phone] Fax [phone]
TO NCDENR - DWQ (Asheville)
2090 US Highway 70
Swannanoa NC 28778
WE ARE SENDING YOU
Shop drawings
Copy of letter
X Attached Under separate cover via
Prints Plans
Change order Other:
LETTER OF
TRANSMITTAL
JOB NUMBER/PHONE DATE
08175 4/8/2009
ATTENTION
RE:
Smokey Meadows - Town of Canton, NC
the following items.
Specifications Samples
COPIES
DATE
NUMBER
DESCRIPTION
2
1
03/12/19
7249
Fast Track Application . . .(one Original & One Copy)
Application Fee ($480.00)
THESE ARE TRANSMITTED as checked below:
X For your approval
Approved as submitted
Resubmit copies for approval
For your use
Approved as noted
Submit copies for distribution
As requested
--Returned .for corrections _
._
Return corrected prints
For review and comment
1 r I
FOR BIDS DUE/DATE:
/ --
! ;
PRINTS RETURNED AFTER LOAN TO US
it
IL/li
REMARKS
�� ' APR - 9 2009
I
I
I
�','F\ ti; GU,4LITY EC I iC i\
COPY TO
If enclosures are not as noted, please notify us at once.
PRODUCT 13127G USE WITH 771C ENVELOPE NEBS To Reorder: 1-800-225-6380 or www.nebs.com
SIGNED
PRINTED IN U.S.A. A
e

SOUTHLAND PAR NERS LLC
MATTHEWS, NC 28105
PH. 704-321-1526
TAY
O THE
ORDER OF
7249
66-1121531
r l BRANCH 55601
DATE �1 I 01
$ Y oVA
u . 0b
8 F•alu.7l
n�11ARS T �«"
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BRANCH BANKING � COMPANY
1-800-BANK BBT BBT.c0m Ma
_ ems, / PC
FOR ,5{�,eJ� -- :.
1'
29 581

'4�,sc[Irpuu�rtuu� �,�xesaemazn+s�±lwei�
L—M
A7 E9
tj ... ,. „.__..�.uu„a
��.�,,,r.,.�chaef F, asley, Governor
OFF y
William G. Ross Jr., Secretary
�0'pG
t-7
North Carolina Department
of Environment and Natural Resources
>`
Coleen H. Sullins , Director
Division of Water Quality .
Asheville
September 10, 2007
Mr. William G. Stamey, Manager
Town of Canton
58 Park Street
Canton, North Carolina 28716
Subject: Permit No. WQO0032179
Town -of -Canton ---- - --
Greenmoore Subdivision
Wastewater Collection System Extension
Haywood County
Dear Mr. Stamey:
In accordance with your application received on August 28, 2007, we are forwarding herewith
Permit No. WQ0032179 dated September 10, 2006, to the Town of Canton for the construction and
operation of the subject wastewater collection system extension. This permit shall be effective from the
date of issuance until rescinded, and shall be subject to the conditions and limitations as specified
therein. This cover letter shall be considered a part of this permit and is therefore incorporated therein
by reference.
Please pay particular attention to Permit Condition 3, which requires that the wastewater
collection facilities be properly operated and maintained in accordance with 15A NCAC 2H .0227 or any
individual system -wide collection system permit issued to the Permittee.
Permitting of this project does not constitute an acceptance of any part of the project that does
not meet 15A NCAC 2H .0200; the Division of Water Quality's (Division) Gravity Sewer Minimum
Design Criteria adopted February 12, 1996 as applicable; and the Division's Minimum Design Criteria
for the Fast -Track Permitting of Pump Stations and Force Mains adopted June 1, 2000 as applicable,
unless specifically mentioned herein. Division approval is based on acceptance of the certification
provided by the North Carolina -licensed Professional Engineer named in the application. It shall be the
Permittee's responsibility to ensure that the as -constructed project meets the appropriate design criteria
and rules. Failure to comply may result in penalties in accordance with North Carolina General Statute
§143-215.6A through §143-215.6C, construction of additional or replacement wastewater collection
facilities, and/or referral of the North Carolina -licensed Professional Engineer to the licensing board.
In accordance with the provisions of Article 21 of Chapter 143, General Statutes of North
Carolina as amended, and other applicable Laws, Rules, and Regulations, permission is hereby
granted to the Town of Canton for the construction and operation of approximately 535 linear feet of 8
Asheville Regional Office Internet www.ncwaterquality.com
2090 US Highway 70, Swannanoa, NC 28778 Telephone [phone] Fax [phone]
DENR Customer Service Center
An Equal Opportunity Action Employer
Telephone [phone]
50% recycled/10% post -consumer paper
NorthCarolina
Naturally

GJS
;J
i_
Town of Canton September 10, 2007 Page 2
-inch diameter gravity sewer to serve a proposed residential development and the discharge of 5,400
gallons per day of collected domestic wastewater into Canton's existing sewerage system, pursuant to
the application received on August 28, 2007 and in conformity with 15A NCAC 2H .0200; the Division's
Gravity Sewer Minimum Design Criteria adopted February 12, 1996 as applicable; the Division's
Minimum Design Criteria for the Fast -Track Permitting of Pump Stations and Force Mains adopted
June 1, 2000 as applicable; and other supporting data subsequently filed and approved by the
Department of Environment and Natural Resources and considered a part of this permit.
The sewage and wastewater collected by this system shall be treated in the Blue Ridge Paper
Products Wastewater Treatment Facility (Permit No. NC0000272) prior to being discharged into the
receiving stream.
If any parts, requirements, or limitations contained in this permit are unacceptable, you have the
right to request an adjudicatory hearing upon written request within 30 days following receipt of this
permit. This request must be in the form of a written petition, conforming to Chapter 150B of North
C-arolina-C-enerai-Statutes ,and filed-with-t-he-Office--of-Administrative-Hear-ings� 6-7-1-4-Ma![-Service
Center, Raleigh, NC 27699-6714. Unless such demands are made, this permit shall be final and
binding.
4500.
If you need additional information concerning this matter, please contact Mr. Roy Davis at 296-
Sincerely,
o,
for Alan W. Klimek, P.E., Director
Division of Water Quality
cc: Haywood County Building Inspector
rrAsbeyille Regio I;�O�ffic Sta fa e ester P oxection
Dana J. Bolden, PE
Derric Brown, Blue Ridge Paper Products
PERCS Files

NORTH CAROLINA
ENVIRONMENTAL MANAGEMENT COMMISSION
DEPARTMENT OF ENVIRONMENT AND NATURAL RESOURCES
TOWN OF CANTON
GREENMOORE SUBDIVISION
HAYWOOD COUNTY
WASTEWATER COLLECTION SYSTEM EXTENSION PERMIT NUMBER WQ0032179
This permit shall be effective from the date of issuance until rescinded and shall be subject to the
following specified conditions and limitations:
This permit shall become voidable unless the wastewater collection facilities are constructed in
accordance with the conditions of this permit; 15A NCAC 2H .0200; the Division of Water Quality's
(Division) Gravity Sewer Minimum Design Criteria adopted February 12, 1996 as applicable; the
Division's Minimum Design Criteria for the Fast -Track Permitting of Pump Stations and Force
Mains adopted June 1, 2000 as applicable; and other supporting materials unless specifically
mentioned herein.
2. This permit shall be effective only with respect to the nature and volume of wastes described in the
application and other supporting data.
3. The wastewater collection facilities shall be properly maintained and operated at all times. The
Permittee shall maintain compliance with an individual system -wide collection system perrnit for the
operation and maintenance of these facilities as required by 15A NCAC 2H .0227. - If an individual
permit is not required, the following performance criteria shall be met as provided in 15A NCAC 2H
.0227:
a. The sewer system shall be effectively maintained and operated at all times to prevent
discharge to land or surface waters, and any contravention of the groundwater standards in
15A NCAC 2L .0200 or the surface water standards in 15A NCAC 213 .0200.
b. A map of the sewer system shall be developed and shall be actively maintained.
c. An operation and maintenance plan shall be developed and implemented.
d. Pump stations that are not connected to a telemetry system shall be inspected every day (i.e.
365 days per year). Pump stations that are connected to a telemetry system shall be
inspected at least once per week.
High -priority sewer lines shall be inspected at least once per every six-month period of time.
A general observation of the entire sewer system shall be conducted at least once per year.
g. Inspection and maintenance records shall be maintained for a period of at least three years.
Overflows and bypasses shall be reported to the appropriate Division regional office in
accordance with 15A NCAC 213 .0506(a), and public notice shall be provided as required by
North Carolina General Statute §143-215.1 C.

Permit No. WQ0032179. Town of Canton. Greenmore Subdivision, Haywood County September 10 2006
4. This permit shall not be transferable. In the event there is a desire for the wastewater collection
facilities to change ownership, or there is a name change of the Permittee, a formal permit request
shall be submitted to the Division accompanied by documentation from the parties involved, and
other supporting materials as may be appropriate. The approval of this request shall be
considered on its merits and may or may not be approved.
5. Construction of the gravity sewers, pump stations, and force mains shall be scheduled so as not to
interrupt service by the existing utilities nor result in an overflow or bypass discharge of wastewater
to the surface waters of the State.
6. Upon completion of construction and prior to operation of these permitted facilities, a certification, a
copy of the construction record drawings, as well as supporting design calculations for any pump
stations permitted as part of this project shall be received from a North Carolina -licensed
Professional Engineer certifying that the facilities have been installed in accordance with this
ergi f5A ^�.oA(' OW—r)000; +"�,.e-Di �Sien's-Gravity Se ref-w-sign-Cute4ia-adopted-Februaj--12,
1996 as applicable; the Division's Minimum Design Criteria for the Fast -Track Permitting of Pump
Station and Force Main adopted June 1, 2000 as applicable; and other supporting materials. If this
project is to be completed in phases and partially certified, you shall retain the responsibility to
track further construction approved under the same permit, and shall provide a final certificate of
completion once the entire project has been completed. A copy of the construction record
drawings, indicating the facilities constructed in the phase being certified, shall be submitted with.
each partial certification. Mail the Engineer's Certification, one copy of the "Construction Record
Drawings," and one copy of the supporting design calculations to the Non -Discharge Permitting
Unit, 1617 Mail Service Center, Raleigh, NC 27699-1617.
7. A copy of the construction record drawings shall be maintained on file by the Permittee for the life
of the wastewater collection facilities.
8. Failure to abide by the conditions and limitations contained in this permit; 15A NCAC 2H .0200; the
Division's Gravity Sewer Design Criteria adopted February 12, 1996 as applicable; the Division's
Minimum Design Criteria for the Fast -Track Permitting of Pump Station and Force Mains adopted
June 1, 2000 as applicable; and other supporting materials may subject the Permittee to an
enforcement action by the Division, in accordance with North Carolina General Statutes §143-
215.6A through §143-215.6C.
9. In the event that the wastewater collection facilities fail to perform satisfactorily, including the
creation of nuisance conditions, the Permittee shall take immediate corrective action, including
those as may be required by this Division, such as the construction of additional or replacement
facilities.
10. The issuance of this permit shall not exempt the Permittee from complying with any and all
statutes, rules, regulations, or ordinances that may be imposed by other government agencies
(local, state and federal) which have jurisdiction, including but not limited to applicable river buffer
rules in 15A NCAC 2B .0200, erosion and sedimentation control requirements in 15A NCAC Ch. 4
and under the Division's General Permit NCG010000, and any requirements pertaining to wetlands
under 15A NCAC 2B .0200 and 15A NCAC 2H .0500.
11. Noncompliance Notification:
The Permittee shall report by telephone to a water quality staff member at the Asheville Regional
Office, telephone number [phone], as soon as possible, but in no case more than 24 hours
or on the next working day, following the occurrence or first knowledge of the occurrence of either
of the following:

Permit No. WO0032179. Town of Canton, Greenmore Subdivision, Haywood County, September 10, 2006
a. Any process unit failure, due to known or unknown reasons, that renders the facility incapable
of adequate wastewater transport, such as mechanical or electrical failures of pumps, line
blockage or breakage, etc.; or
b. Any failure of a pumping station or sewer line resulting in a by-pass directly to receiving waters
without treatment of all or any portion of the influent to such station or facility.
Voice mail messages or faxed information is permissible but this shall not be considered as the
initial verbal report. Overflows and spills occurring outside normal business hours may also be
reported to the Division of Emergency Management at telephone number [phone] or (919)
733-3300. Persons reporting any of the above occurrences shall file a spill report by completing
Part I of Form CS-SSO (or the most current Division approved form), within five days following first
knowledge of the occurrence. This report shall outline the actions taken or proposed to ensure that
the problem does not recur. Per Condition 1(2), Part II of Form CS-SSO (or the most current
Di-vision-approved-for-mycan-also-be-completed.-to__show_that_the._.SSO was_b.e_y_ond_control
Permit issued this the 10th day of September, 2007
NORTH CAROLINA ENVIRONMENTAL MANAGEMENT COMMISSION
(A (r i
for Co en H. Sullins, Director
Division of Water Quality
By Authority of the Environmental Management Commission
Permit Number WQ0032179

Permit No W00032179 Town of Canton Greenmore Subdivision Havwood County, September 10 2006
ENGINEERING CERTIFICATION - POST CONSTRUCTION
System Description:
535 linear feet of 8-inch diameter gravity sewer
Complete and submit this form to the Asheville regional office with the following:
• One copy of the project record drawings (plan & profile views of sewer lines) of the wastewater collection
system extension
• supporting design calculations (selected pumps, system curve, operating point, available storage if portable
generator(s) or storage greater than longest past three year outage reliability option selected) for any pump
stations permitted as part of this project
• Changes to the project should be clearly identified on the record drawings or in written summary form. Permit
modifications are required for any changes resulting in non-compliance with this permit, regulations or
minimum design criteria.
This project shall not be considered complete nor allowed to operate until this Engineer's Certification and all
required supporting documentation have been received by the Division. Therefore, it is highly recommended
that this certification be sent in a manner that provides proof of receipt by the Division.
ENGINEERS CERTIFICATION
❑ Partial ❑ Final
, as a duly registered Professional Engineer in the State of North Carolina, having
been authorized to observe (❑ periodically, ❑ weekly, ❑ full time) the construction of the above referenced
project for the Permittee hereby state that, to the best of my abilities, due care and diligence was used in the
observation of the construction such that the construction was observed to be built within substantial compliance
of this permit; 15A NCAC 2H .0200; the Division of Water Quality's (Division) Gravity Sewer Minimum Design
Criteria adopted February 12, 1996 as applicable; the Division's Minimum Design Criteria for the Fast -Track
Permitting of Pump Stations and Force Mains adopted June 1, 2000 as applicable; and other supporting
materials.
North Carolina Professional Engineer's
seal, signature, and date:
SEND THIS FORM & SUPPORTING DOCUMENTATION
WITH REQUIRED ATTACHMENTS TO THE FOLLOWING ADDRESS
ROGER C. EDWARDS
SURFACE WATER PROTECTION SUPERVISOR
ASHEVILLE REGIONAL OFFICE
2090 US HIGHWAY 70
SWANNANOA, NC 28778
The Permittee is responsible for tracking all partial certifications up until a final certification is received. Any wastewater flow
made tributary to the wastewater collection system extension prior to completion of this Engineer's Certification shall be
considered a violation of the permit and shall subject the Permittee to appropriate enforcement actions.

F . $ -TRACK
AUG 2 82007 I D
Ze
=i q WATE�Y SECTION
O '< ASHEVILLE REGIONAL OFFICE
XS, AND FORCE -
State of North Carolina.
-nt of Environment and Natural Resources
Division of Water Quality
FAST -TRACK APPLICATION
for GRAVITY SEERS, PUMP STATIONS, AND FORCE MAINS
�,.• �„,, (Pressure sewers systems are not to be included as part of this application package)
INSTRUCTIONS: Indicate that you have included the following list of required application package items by checking the
space provided next to each item. Failure to submit all required items will lead to your application being returned as
incomplete or additional processing and review time. This form may be photocopied for use as an original.
[� I. Application Form - Submit one original and one copy of the completed and appropriately executed application
form. Any changes to this form will result in the application being returned. The Division of Water Quality
(Division) will only accept application packages that have been fully completed with all applicable items
addressed. You do not need to submit detailed plans and specifications unless you respond NO to Item B(12).
II. Application Fee - Submit a,check in the amount of $400 made payable to: North Carolina Department of
Environment and Natural Resources (NCDENR).
❑ III. Certificates of Public Convenience and Necessity — If the application is being submitted in the name of a
W/, privately -owned public utility, submit two copies of the Certificate of Public Convenience and Necessity (CPCN)
which demonstrates that the public utility is authorized to hold the utility franchise for the area to be served by the
sewer extension. If a CPCN has not been issued, provide two copies of a letter from the North Carolina Utilities
Commission's Public Staff that states that an application for a franchise has been received, that the service area
is contiguous to an existing franchised area, and/or that franchise approval is expected. The project name in the
CPCN or letter must match that provided in Item A(2a) of this application.
❑ IV. Operational Agreements — Submit one original and two copies of a properly executed operational agreement if
104 the sewer extension is permitted by a private applicant and 'will be serving residential or commercial lots (e.g.,
houses, condominiums, townhomes, outparcels, etc.) that will be sold to another entity. If the applicant is a
homeowners' association, use Form HOA 02/03. If the applicant is a developer, use Form DEV 02/03. EVEN IF
THE PROJECT WILL BE TURNED OVER TO A MUNICIPALITY, FORM DEV 02/03 IS REQUIRED.
❑ V. Flow Acceptance Letters — If the owner of the downstream sewers and/or WWTF is different from the applicant,
submit two copies of a flow acceptance letter from the owner of the downstream sewers and WWTF, if different.
Flow acceptance letters must contain the following minimum information: applicant and project name, amount of
flow accepted, and name and permit number of the receiving sewers/WWTF. The flow acceptance must not
expire prior to permit issuance and must be dated less than a year prior to the application date.
Intergovernmental agreements or other contracts will not be accepted in lieu of a project -specific flow acceptance
letter.
VI. Map — Submit an 8.5-inch by 11-inch COLOR copy of the portion of a 7.5-minute USGS Topographic Map along
with this form. The map should identify the entire project area location as well as the closest downslope surface
waters as clearly as possible. Each map portion must be labeled with the map name and number, the identified
location of the sewer line and pump stations, and be of clear and reproducible quality. For instance, if the project
involves 4 miles of interceptor sewer that traverses over or near several different waterbodies -(or counties,
basins, etc.), the map should have location ID's shown for each different waterbody (where the sewer line is within
100 feet of such waterbody - see Instruction VII). This location ID is self chosen and used to cross reference the
location in Section C of.the permit application.
VII. Stream Classifications — Section C
• If any portion of the project is within 100 feet of any down slope surface water, Section C must be completed
for the pertinent sections.
• If the entire project area is a minimum of 100 feet away from any down slope surface waters BUT there is a
pump station involved where a history of power outage is to be used to provide. adequate design storage
instead of dual feed or permanent or portable generator, Section C must be completed to demonstrate that
the closest down slope surface water is Class C (see 15A NCAC 2H .0219(h)(3)(D)).
• Use the guidance document entitled, "Determining Watershed Classifications for Form FTA 02/03 (Fast -Track
Sewer Systems)" available from http://h2o.enr.state.nc.us/ndpu or by contacting the appropriate regional
office.
FTA 02/03 - Rev. 2 04/04

FAST -TRACK APPLICATION for GRAVITY SEWERS, PUMP STATIONS, AND FORCE MAINS PAGE 2
❑ II. Environmental Assessments — If this project is subject to an Environmental Assessment (EA) [15A NCAC
01C .0500], this application can not be used. Send the project application on Form PSFMGSA 10/99 to the
Non -Discharge Permitting Unit, 1617 Mail Service Center, Raleigh, NC 27699-1617. Applications can not be
processed until a Finding of No Significant Impact (FONSI) or Environmental Impact Statement (EIS) has been
issued. A copy is to be submitted with that permit application.
IX. Certifications — Section D
The application must be certified by both the applicant and a North Carolina Registered Professional Engineer
(PE). The applicant signature must match the signing official listed in Item A(1b). The PE should NOT certify the
application if he/she is unfamiliar with 15A NCAC 2H .0200, the Gravity Sewer Minimum Design Criteria (most
recent version) and the Minimum Design Criteria for the Fast -Track Permitting of Pump Stations and Force Mains
(most recent version), as applicable to the project. Certification by a PE who is unfamiliar with these documents
is subject to NC Board referral.
THE COMPLETED FTA 02/03 APPLICATION PACKAGE, INCLUDING ALL SUPPORTING DOCUMENTS AND $400
FEE. SHOULD BE SENT TO THE APPROPRIATE REGIONAL OFFICE
REGIONAL OFFICE
ADDRESS
COUNTIES SERVED
Asheville Regional Office
Avery, Buncombe, Burke, Caldwell,
2090 US Highway 70
Cherokee, Clay, Graham, Haywood,
Swannanoa, North Carolina 28778
Henderson, Jackson, Macon,
[phone]
Madison, McDowell, Mitchell, Polk,
[phone] Fax
Rutherford, Swain, Transylvania,
Yancey
Fayetteville Regional Office
225 Green Street Suite 714
Anson, Bladen, Cumberland, Harnett,
Fayetteville, North Carolina 28301
Hoke, Montgomery, Moore, Robeson,
[phone]
Richmond, Sampson, Scotland
[phone] Fax
Mooresville Regional Office
919 N Main Street
Alexander, Cabarrus, Catawba,
N
Mooresville, North Carolina 28115
Moor
Cleveland, Gaston, Iredell, Lincoln,
66ille,
Mecklenburg, Rowan, Stanly, Union
[phone] Fax
Raleigh Regional Office
1628 Mail Service Center
Chatham, Durham, Edgecombe,
Raleigh, North Carolina 27699-1628
Franklin, Granville, Halifax, Johnston,
Lee, Nash, Northampton, Orange,
[phone]
Person, Vance, Wake, Warren,
[phone] Fax
Wilson
Washington Regional Office
Beaufort, Bertie, Camden, Chowan,
943 Washington Square Mall
Craven, Currituck, Dare, Gates,
Washington, North Carolina 27889
Greene, Hertford, Hyde, Jones,
[phone]
Lenoir, Martin, Pamlico, Pasquotank,
[phone] Fax
Perquimans, Pitt, Tyrrell, Washington,
Wayne
Wilmington Regional Office
127 Cardinal Drive Extension
Brunswick, Carteret, Columbus,
Wilmington, North Carolina 28405
Wilmington,
gton, o
Duplin, New Hanover, Onslow,
.
Pender
[phone] Fax
Winston-Salem Regional Office
585 Waughtown Street
Alamance, Alleghany, Ashe, Caswell,
Winston-Salem, North Carolina 27107
Davidson, Davie, Forsyth, Guilford,
[phone]
Rockingham, Randolph, Stokes,
[phone] Fax
Surry, Watauga, Wilkes, Yadkin
For more information, visit our web site at: http://h2o.enr.state.nc.us/ndpu/
FTA 02/03 - Rev. 2 04/04

FASTJR-ACK APPLICATION for GRAVITY SEWERS, PUMP STATIONS, AND FORCE MAINS PAGE 3
USE THE TAB KEY TO MOVE FROM FIELD TO FIELD! Application Number: ' 2--g . . . . . .
(to be completed by DWQ; 01"
r1m,
13y,
1. Owner. ....... . ......... ............. ........... ...' ..................... - ... . ...... I ........................... .............................................. ..............
.. ... ......... I ..... .. . . . . ................. .."I'l-I-11-r-1 . .. ...................... . .. ... . .. . .......................
I a. Town of Canton
Full Legal Name (company, municipality, HOA, utility, etc.)
F_
Z
I b. Jam Stamey
0
-Mr.
Signing Official Name and Title (Please review 15A NCAC 2H .0206(b) for authorized signing officials!)
1c. The legal entity who will own this system is:
Partnership
El Individual El Federal 0 Municipality- El State/County El Private Partnership El Corporation El Otl�w_(specif
..
o
1 d. 58 Park Street Canton
LL
-.1e.
1 Street Address City
Z
1f. North Carolina g. 28716
Z
State Zip Code
0
I h. 828-648-2636 Ii. 828-646-3419 1j. townacantonnc.com
Telephone Facsimile E-mail
. . . .......
2. Project (Facility) Information:
. ... .... . ....
IL
2a. Greenmoore Subdivision 2b. -Haywood
[L
Brief Project Name (permit will refer to this name) County Where Project is Located
13-. contact Person:
a Dana J. Bolden, PE - Engineer Project Manager
Name and Affiliation of Someone Who Can Answer Questions About this Application
.............. .................. ..................... . ...... ....................................................... .......... ......... . ....... ... . . . - . .............. ...... . - .......................... - .............. ...................... ......................... . ....... .
,3b. 828-255-7596 3c. [e-mail]
Phone Number E-mail
11. Project is 0 New [:1 Modification (of an existing permit) If Modification, Permit No.:
For modifications, attach a separate sheet clearly explaining the reason for the modification (i.e. adding another
phase, changing line size/length, etc.). Only include the modified information in this permit application - do not
duplicate project information in B(7) and B(I 0-11) that has already been included in the original permit.
Owner is 0 Public (skip to Item B(3)) El Private (go to Item 2(a))
i2a. If private, applicant will be: 2b. If sold, facilities owned by a (must choose one)
❑ Retaining Ownership (i.e. store, church, single office, etc.) or. El Public Utility (instruction 111)
Z
El Leasing units (lots, townhomes, etc. -skip to Item B(3)) EJ Homeowner Assoc./Developer (instruction IV)
0
El Selling units (lots, townhomes, etc. - go to Item B(2b))
13. Blue Ridge Paper Products
IOwner of Wastewater Treatment Facility (WWTF) Treating Wastewater From This Project
It
0
' '4a. Blue Ridge Paper WWTP 4b.
LL
1 Name of WWTF I WWTF Permit No. IN D E S KC_ 0 000d
Z
' Town of Canton
8-inch
15c
I -
----- �5b.
Owner of Downstream Sewer
Receiving Sewer Size
Permit Number of Downstream Sewer (if known)
6. The origin of this wastewater is (check all that apply): Q00 kl04S
0 Residential Subdivision F-1 Car Wash
LU
El Apartments/Condominiums El Institution Mercial
IL
D Mobile Home Park D Hospital
0 School El Church --Jndust(4aI­
F-1 Restaurant El Nursing Home
El Office El Other (specify):
Dn
7. Volume of wastewater to be permitted in this project: 5,400 gallons perday
IR
Ill
M
8. If the permitted flow is zero, indicate why: 1.
U Ll AUG% 2 8 2007 L71
El Interceptor Line - Flow will be permitted is subsequent permits that cbnne:;t
tot lis line
F-1 Flow has already been allocated in Permit No. ! :
WATER QUALITY SECTION
El Rehabilitation or replacement of existing sewer with no new flow expecte
ASHEVILLE REGIONAL OFFICE
-T_TA.02/Q3;_-A 04/04
.,. ­2 _9y _; tr

FAST RACK APPLICATION for GRAVITY SEWERS, PUMP STATIONS, AND FORCE MAINS PAGE 4
9. Provide the wastewater flow calculations used 'in determining the permitted flow in accordance with 15A NCAC 2H
.0219(I) for Item 13(7) or the design flow for line or pump station sizing if zero flow in the space below. Values other than
that in 15A NCAC 2H .0219(1)(1-2) must be approved prior to submittal of this application. Submit a separate request to
the Division of Water Quality, Non -Discharge Permitting Unit, 1617 Mail Service Center, Raleigh, NC 27699-1617 in
accordance with 15A NCAC 21-1.0219(I)(3).
15 3-bedroom homes at 120 GPD per bedroom = 5,400 GPD
10. Summary of Sewer Lines to be Permitted (attach additional sheets if necessary)
__ .....- __ .......... __ -----
Length Size inches Len feet Gravity or Force Main
( ) g (feet) (use the pull down menu)
8-inch 535 Gravity
I
W....
....... .. . Ji ...... - ......- .. -- .._.
_ _ ._ ... - -. .... _.
Z
�
L)
ENTER TOTAL LINE LENGTH IN MILES! 0.01
O
—
Q11.
Summary of Pump Stations to be Permitted (attach additional sheets as necessary)
°<
Location ID
Power Reliability Option
(self chosen - as shown on
Design Flow ! Operational Point (1- dual line feed; 2- permanent generator w/ATS; 3-
plans for cross-reference)
GPM TDH 1 portable generator w/telemetry;-4-wet well storage)
LL
Z
I
�NF
W
a
12. Does the sewer system comply with the Minimum Design Criteria for the Fast Track Permitting of Pump Stations and Force
m
Mains (latest version), the Gravity Sewer Minimum Design Criteria (latest version) and 15A NCAC 2H .0200 as applicable?
® Yes ❑ No If no, please reference the pertinent minimum design criteria or regulation and indicate why a
variance is requested:
SUBMIT TWO COPIES OF PLANS, SPECIFICATIONS OR CALCULATIONS PERTINENT TO THE VARIANCE WITH YOUR APPLICATION
13. Have the following permits/certifications been submitted for approval?
Wetland/Stream Crossings - General Permit or 401 Certification? 0 Yes ❑ No ❑ N/A
Sedimentation and Erosion Control Plan? Yes ❑ No ❑ N/A
Stormwater? ❑ Yes ❑ No ® N/A
FTA 02/03 Rev. 2 04/04

FAST -.TRACK APPLICATION for GRAVITY SEWERS, PUMP STATIONS, AND FORCE MAINS PAGE 5
1. Use the Division's guidance document entitled, "DETERMINING STREAM CLASSIFICATIONS FOR FORM FTA 02/03
(FAST -TRACK SEWER SYSTEMS)" to collect and record the stream classification data below (attach additional sheets as
necessary). This document is available from our web site or by contacting the appropriate Division of Water Quality
z
regional office (see instructions for addresses) OR indicate the following:
❑ A Stream Classification is not needed because all parts of the project are at least 1 00feet away from any down slope
H
waterbody; AND,
❑ A Stream Classification is not needed because the design does not depend on wet well storage as a power reliability
Loption for any pump station near a Class C down slope waterbody.
Q
Location ID on Map
(self chosen - as shown on ! Name of
Waterbody Stream
Waterbody
map for cross-reference) Waterbody
County River Basin Index
Classification
V
Project Location u.t. Patton Br.
--
Haywood French Broad 5-11
C
5
-
Q
E
j
......._
-.......... ......... .... .................
I
_ . L_.- _____ -__- ._i._.___ _._- _...---_ __._ __ _--___.. ___-_. __...
Submit the 8.5" x 11" COLOR topographic map as required in Instruction VI
I regardless of whether a classification is provided!
1. Applicant's Certification:
1, William Stamey, attest that this application for Greenmoore Subdivision has been reviewed by me and is accurate
and complete to the best of my knowledge. 1 understand that if all required parts of this application are not completed
and that if all required supporting documentation and attachments are not included, this application package is subject to
being returned as incomplete. Note: In accordance with North Carolina General Statutes 143-215.6A and 143-215.6B,
any person who knowingly makes any false statement, representation, or certification in any application shall be guilty of
a Class 2 misdemeanor which may include a fine not to exceed $10, 000 as well as civil penalties u to $25, 000 per
p
[p
W/an
a.
Signing Official Signature Date
2. Professional Engineer's Certification:
O
I attest that this application for Greenmoore Subdivision has been reviewed by me and is accurate, complete and
the best
consistent with the information in the engineering plans, calculations, and all other supporting documentation to of
I--
my knowledge. 1 further attest that to the best of my knowledge the proposed design has been prepared in accordance
<
with the applicable regulations, Gravity Sewer Minimum Design Criteria for Gravity Sewers adopted February 12, 1996,
V
and the Minimum Design Criteria for the Fast -Track Permitting of Pump Stations and Force Mains adopted June 1, 2000
LL
and the watershed classification in accordance with Division guidance. Although certain portions of this submittal package
F.,
may have been developed by other professionals, inclusion of these materials under my signature and seal signifies that 1
have reviewed this material and have judged it to be consistent with the proposed design. Note: In accordance with NC
uJ
General Statutes 143-215.6A and 143-215.6B, any person who knowingly makes any false statement, representation, or
0
certification in any application shall be guilty of a Class 2 misdemeanor which may include a fine not to exceed $10, 000 as
Q
well as civil penalties up to $25, 000 per violation.
2a. Mr. Dana J. Bolden, PE `�"®W C A/�
Professional Engineer Name r
2b. Cavanaugh & Associates PA
Engineering Firm m o
.................. ......... - .. . ............
2c 1200 Centrepark Drive Suite 100
Address
2d. Asheville 2e NC '2f 28805
City State Zip
2g. 828-255-7596 2h. 828-255-7596
Telephone Facsimile E-mail Seal, Signature & Date
FTA 02/03 - Rev. 2 04/04

LETTER OF TRANSMITTAL
Date:
8/27/2007
Job No.
031.07.005
Attn.:
Roy Davis
Ref.:
AppI for Approval
TO: DWQ
Att: Roy Davis
�...{f.�nnwy,�'..'1Y'•,R�c.1r�%~!::'i";'pt�,►. "'a�`.�'ao"".-e..n. �_ � ..�
i
CAVANAU G H
Solutions through integrity and partnership
1--7 Shop Drawings L� Prints
Z� Copy of Letter 0 Plans
We are sending you:
O Attached
L� Under Separate Cover VIA
n Specifications
No. Copies
Description
2
Copies of Fast Track Application
1
Copy of Project Location Map
1
Check for $400.00 for application fee.
These are Transmitted as Checked Below:
O For approval
r-7 For Your Use
Z--7 As requested
177 For Review and Comment
For Bids Due
Remarks:
Copy To:
n Approved as Submitted
/7 Approved as Noted
1--7 Returned for Corrections
1--7 Resubmit
L� Submit
1--7 For Distribution Prints
1--7 Corrected Prints
1--7 Prints Returned After Loan to Us -.
Signed:
Dana J. Bolden, PE
Cavanaugh Associates, P.A., 1200 Centrepark Drive
Suite 100
Asheville, NC 28805
Phone:[phone] Fax: [phone] www.cavanaughsolutions.com

APPLICANT:
TOWN OF CANTON
58 PARK STREET
CANTON, NC 28716
PROPOSED CONSTRUCTION:
15 LOT RESIDENTIAL SUBDIVISION
LOCATION:
NEAR THE INTERSECTION OF OLD CLYDE ROAD
AND JAMES STREET, CANTON, NC
COUNTY:
HAYWOOD
SCALE: 1 "= 2000'
STATE:
DATE: JULY, 2007
PROJECT:
GREENMOORE SUBDIVISION
RESIDENTIAL DEVELOPMENT
PORTIONS OF CLYDE, NC AND
CANTON, NC USGS QUAD MAP
CAVANAU G H
Solutions through integrity and partnership
Cavanaugh & Associates, P.A.
1200 CENTREPARK DRIVE
Suite 100
Asheville, NC 28905
SHEET 1 OF 1 [phone] [phone] fax
G

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Re '' % ®�
FAST -TRACK APPLICATION REVIEW PROCEDURES
Project Name:C9 �,-� Review Date: Q P.F)7
Project Number: 1)QJ 00 32_1Reviewer:
,ill fast -lira= k projects should ae s,..ibmitted on the application entitled for
Grzvity Sewers, Pun, p Stations, and Force Mains" (FORM: d TA 02/03 Rev 3,curre;ntiy) unless
othenpiise d2macted by the PERCS. Any pump station/force ;slain projects that require an
E,:virvnmentai ,L ssessment (EA) are excluded from the Fast -Track review process, and should be
subniitter for .full review to. thie Central Office (PERCS) on FORM: PSFMGSA 10199. Additionally,
any ,orojects Involving a flow reduction request must receive approval for the flow reduction from
the central offica.
?RE-R VIL,'17V
Does L-he application package appear to be generally complete (i.e. all attachments, check, key
questions answered)? If any portion of the application is not complete, or if any required
instruction items have been omitted, RETURN the application package and supporting
documents to the applicant using the Project Return Letter template. Send the package and
letter via certified mail to the applicant, and a copy of the letter to the engineering consultant.
Any projects that are to be returned shall be returned prior to accepting the application (i.e.,
before logging in the application and depositing the check). After a project has been accepted,
any information that is found to be incorrect and/or lacking must be requested via an Additional
!r�- rfnation Request in accordance with 15A NCAC 2H .0208(e).
cl
Ensure that a check for $400 is submitted and made out to NCDENR. All new projects and major
modifications to existing projects require an application fee. A major modification includes any
changes to permitted flow volumes, changes in pipe diameter, changes in pipe length greater that
10% of the originally permitted length, changes in the operating points of a pump station, etc.
SECT A — Application Information
If the applicant is private (Item B(2)) and listed as a corporation, check the NC Department of the
Secretary of State's web site at http://www.secretaa.state.nc.us/Corporations/ to ensure that the
Applicant is registered with the Secretary of State to conduct business as a corporation in the
State Of -NC. Developer's and HOA's should be listed.
En/sure that the signing official meets the requirements of 15A NCAC 2H .0206(b). If they do not,
request a revised application that has been completed by an appropriate official or a letter from
an appropriate official that indicates the person in question is delegated to sign the application on
the applicant's behalf. A current list of Delegated Signing Officials can be obtained from the
PERCS. if a new delegated signing official letter is presented with the application, forward a copy
to the central office so that the person may be added to the Delegated Signing Official list. The
central office will send E-mails to the appropriate region if a new signing official has been added
so that the most current list can be used. The Non -Discharge Permitting Unit has an example
delegated signing official letter from http://h2o.enr.state.nc.us/PERCS/spraypol.htm]#DELEG.
SECTI B —Permit Information
Project is new? Modification? If the project is a modification to an existing permit, be sure to
enter the application into BIMS as a permit modification (i.e. "renew/modify application" and not
"create new project"). BIMS will pull the previous signing official and affiliations information.
Please go hrough all the tabs and ensure the information is correct for the current project.
,Applicant a public entity (e.g. county, town, sanitary district)?
plicant a private entity?
'-,,_Own (i.e. lease) units, lots, parcels, etc?
1
FAST -TRACK Application Review Procedures 2003 (Rev 2106)

Sell units, lots, parcels, etc? Y
Certificate of Public C nvenience and Necessity? 2H .0205(d)(2)
q Required if the appli ant is a public utility. In lieu of a Certificate of Public
Convenience and Ne essity, they may submit written approval from the
North Carolina Utilities ommisn's Public Stiff that states that the utility is
allowed to provide utilit service insiothe subject project area. Note that the
project name on the appl anon and on the CPCN must match. Contact the
NCUC Public Staff if quest ns arise. This is NOT REQUIRED for a
municipality or county! Exa les of companies that would provide a CPCN
are Heater Utilities or Carolina Water Service, etc.
Operational Agreement? 2H.0205(d)
Operational Agreements are only re q ired if the applicant is not a public
entity (i.e. Town, County, etc.) or publi utility as designated by the North
Carolina Utilities Commission AND the I s being served by the collection
system are to be sold to individual owners.
♦ If the applicant is a developer, they must f out the DEVELOPER
Operational Agreement (FORM: DEV 02/03 A developer may be
responsible for the system for an interim peri until the homeowners
association is formed, at which time a Permit RpmelOwnership Change
request (FORM: PNOCF 06/00) will be needed to transfer the permit to
the HOA.
♦ If the applicant is a homeowners' associ on (HOA), they must fill out
the ASSOCIATION Operational Agree,Kent (FORM: HOA 02/03 The
HOA must be registered with the Se etary of State's office and must
provide a copy of the Associatio Bylaws and Articles of Incorporation.
These documents should be r iewed to ensure that all applicable
language regarding the coil tion system is included as is required by
the Operational Agreem t.
♦ The Operational Agree ent should be attached to the permit and
incorporated into the anguage of the permit. Please note that Operational
Agreement langug4e should not be altered without approval from the
Attorney Gener s Office. Operational Agreements are available at
htt ://h2o.enr ate.nc.us/PERCS/ from the collection system applications
� page C
Approval of flow to receiving sewers and WWTF? (i.e. P4 procedure, but now in-house!)
♦ Ensure that the receiving sewers and WWTF have adequate capacity available to accept the
flow -volume that is being requested, and that the WWTF has been in compliance with their
�freatment and disposal permit.
Flow acceptance letter(s) from the owner of the WWTF and owner of any intermediate sewers (if
different from WWTF owner and applicant)? 2H .0205(d)(3)(C)
♦ Required only if the applicant and the owner of the WWTF/intermediate sewers are not the
. same entity.
♦ Project specific flow acceptance letters are required.
♦ Ensure that the following items appear in the flow acceptance letter: applicant's name,
project name, amount of wastewater flow accepted, date that the flow acceptance was
granted, expiration date of the acceptance, and name/permit number of the receiving WWTF.
Do not accept a flow acceptance letter that was issued more than one year prior to the
receipt of the package.
♦ Ensure that the owner accepted the entire volume of flow listed in application.
2
FAST -TRACK Application Review Procedures 2003 (Rev 2/06)

Main Problems Noted: A flow acceptance letter is provided by the receiving WWTP owner but
not the downstream sewer owner, which both are different from the applicant. Example, private
developer in Knightdale. Both Knightdale and Raleigh would need to provide a flow acceptance
letter as Knightdale will transport-t-ie-wastewater and Raleigh will treat the wastewater.
_e_, Wastewater industri or domestic in ure?
a Most projects wi o water that is domestic in nature, however, if Item B.6 indicates
that the wastewater is industrial in nature, notify the Regional Office Pretreatment
Coordinator or the WQ Pretreatment Unit Central Office to determine if a pretreatment permit
is needed or if a program already in place and compliant.
— ow volume calculated correctly? 2H .0219(I)
+ Ensure that the daily design flow in the application is based on the guidance provided in the
regulations or existing flow, and that the explanation as to how this volume was determined is
very specific (i.e., 22 three -bedroom homes, 50,000 s.f. of retail space, 18 employees, etc).
This information will be included in the description of the system in the permit. Our regs say
120 gpd/bedroom For residential. Note that for one -bedroom the minimum they can use is
240 gpd.
4 If daily design flow is not based on regulations, ensure that the applicant has an approved
flow reduction of daily design flow rate on file with the Division. A list of approved flow
reductions may be obtained from the DWQ Intranet or by contacting the PERCS. Flow
reduction requests are to be reviewed by the central office, and must be reviewed and
approved 'before the application is accepted by the regional office for review.
a On occasion, there may be an instance where supporting documentation is submitted with
the application for a specific facility. Contact PERCS to determine a course of action.
a Ensure that the flows shown on the application match up to what is shown on the plans (if
available for review). For example, if the application states that 100 lots are to be developed,
ensure that there are 100 lots, and not 150 lots, shown on the plans. Plans are only required
for review if the applicant is requesting a variance to the MDC or the .0200's.
s Do not allocate "future" wastewater flows (i.e., that based on speculative development).
These would be permitted in future wastewater collection system extensions. Although, we
do allocate "unknown" flows on a per acre basis for industrial/commercial park applications.
Generally, the Division has accepted between 900 gpd/acre — 1500 gpd/acre. Let the
engineer support his calculation.
Adequate information provided regarding the proposed gravity sewer and/or force main (if
applicable)?
Note 1: An Environmental Assessment may be required if there are 3 miles of gravity sewer over
18-inches in diameter (15A NCAC 1 C .0100). Environmental Assessment projects can NOT go
Fast -Track!
Main Problems Noted: A public entity specifies 6-inch line when 8-inch is required; 4-inch line is
specified and no variance requested
Adequate information provided regarding the proposed pump station(s) (if applicable)?
e: An Environmental Assessment may be required if the pump station(s) have- a firm capacity
of 1,750-GPM or greater (15A NCAC 1 C .0100). If there are any questions about whether an EA
may be required, discuss with your supervisor or contact Alex Marks of the Planning Branch's
Local Government Assistance Unit.
s Power reliability at the pump station provided in accordance with Section 5.04 of the
Minimum Design Criteria for the Fast -Track Permitting of Pump Stations and Force Mains
document (i.e. dual line feed, portable generator w/telemetry, permanent generator with
automatic transfer switch, wet well storage if near Class C waters)? Note 1: Section C of the
FTA has to be completed and show a Class C down slope water in order to use wet well
storage as a reliability option. Include the special condition in the permit. You will need to
-ask for storage calculations and the power outage data. Note 2: Ensure telemetry is specified
if a portable generator is called out. Check with the engineer if unsure. Note 3: Ensure an
automatic transfer switch (ATS) is specified if a permanent (standby) generator is specified.
Check with the engineer if unsure.
Main Problems Noted: Failure to specify appropriate or applicable power reliability option
3
FAST -TRACK Application Review Procedures 2003 (Rev 2/06)

roject designed in accordance with 15A NCAC 2H .0200, the Gravity Sewer Minimum Design
Criteria and the Minimum Design Criteria for the Fast -Track Permitting of Pump Stations and
Force Mains document (as applicable)? NO will be checked in Item B(12) of the FTA. If NO,
forward one copy of the supporting documents to the Central Office for review, indicating the
permit number owner and project name. The Central Office will review the variance request, and
if approvable. specific language regarding the variance will be forwarded to the Regional Office
reviewer to incorporate into the permit. A copy of the variance letter provided by the central office
should be kept with the application file. If you catch something in the application or supporting
documents that is not in accordance with our regs or MDC, send an additional information
request.
Blain Problems Noted: A public entity specifies 6-inch line when 8-inch is required; 4-inch line is
specified and no variance requested; supporting documents show slope issues...
SEE CTIO —Watershed Classification
Color topographic map submitted?
�atershed classification required? If YES, you are advised to "spot-check the classification(s).
If NO, ensure the applicant/engineer has indicated why one is not required' BOTH BOXES IN
SECTION C MUST BE CHECKED TO NOT PROVIDE A CLASSIFICATION!
SECT10O D =Applicant Certifications
_,,,,�Signing Official's signature? 2H .0206(b)
d Ensure that the applicant's signature is the same person as that listed as the applicant's
��igning official on Page 1 of the application form.
PE stam ed signed, and dated application, plans, specifications, and calculations if applicable)?
P 9 � PP � p � P � (
2H .0205(d)(1) (A) (iii)
♦ Ensure that the same engineer has signed, sealed, and dated the application and all the
items, with the exception of items designed by specialty disciplines (i.e., architectural,
structural, plumbing, and electrical plans). If not, an explanation and/or authorization is
required.
Adequate information provided for the engineer/engineering firm?
,,--PE with active.license in North Carolina? 2H .0205(d)(I)(A)(iii) or 2H .0203(28)
♦ Ensure that ALL pertinent P.E's have active licenses by checking the NC Professional
Engineer's Board web site (www.ncbels.orq - the PE number must be six digits, use leading 0
when needed). _
♦ If the PE seal number does not show up on the web site database, call the PE Board for
verification [phone].
Drafting a Permit
♦ In order to be consistent, use the most current version of the Fast -Track permit shell. This permit
shell contains specific language with respect to the Minimum Design Criteria, regulations, and
collection system permitting. The PERCS will notify you of any changes to this permit shell.
♦ Be specific with respect the system description and information. Indicate the flow, what the project
will be serving, length and size of gravity sewer lines and force mains, etc. For projects involving
pump stations, the size of the pump stations, as well as the reliability option and any additional info
(telemetry, odor control system, etc) should be included. A sample permit is on the DWQ Intranet.
♦ Add or remove any special conditions as necessary. Please call attention to any non-standard permit
conditions in the cover letter of the permit and include the permit condition where necessary. See the
Example Special Conditions document.
♦ If the project is a modification, don't forget to include the system description from the previous permit
and void the previous permit in the language! Some of these can be tricky so feel free to run the
drafted permit through PERCS first before issuance.
♦ It is preferable if Fast -Tracks are saved electronically by permit number under issued year and month.
4
FAST -TRACK Application Review Procedures 2003 (Rev 2/06)

Denying a Project
4 If the Reviewer/Supervisor determines that an application package should be denied because it can
not meet NC Statutes, rules or regulations, then a denial letter should be drafted. Special attention
should be paid to the statutory deadline fcr permitting. if it is thought that a project might be
denied, it is important to review it and draft the denial letter as soon as possible. There must
be time allowed for the denial letter to be sent up to the Di ector and signed prior to the
statutory date.
The Reviewer should use the Application Denial Letter template to prepare a denial package for the
Supervisor's review and submittal to the Director for signature. The letter should not be dated, but
instead will be dated after the Director signs it. A memo to the Director should be attached to the top
of the denial package summarizing the reasons for denial. This package must be singed off on by the
reviewer, supervisor, Section Chief, and Director. Distribute the letter as directed in "Issuing a
Permit" below.
Issluing a Permit
♦ Permits should be signed only by those delegated to sign for the .Director.
* Permits should be distributed as follows (Include the signed Operational Agreementwith the
permit and all distribution copies if applicable!):
✓ Original to the Permittee
✓ Copy to the consulting engineer
✓ Copy to the county health department
✓ Copy to the Mecklenburg County Department of Environmental Protection for all projects located
in Mecklenburg County
✓ Copy(ies) to the owner of the VVVVTF and owner of the downstream sewers (if different than the
Permittee)
✓ Electronic Copy and Hard Copy to the PERCS for our files
✓ Copy to Central Files (attach application package and any supporting documents with a staple —
do not include any plans unless they are small and can be folded up into an 8.5" x 1 I" sheet)
W Save an electronic version named WQOOXXXX,/C.doc in a folder on your office shared drive or
hard drive. Try to keep your drafts and issued files separate. SEND ELECTRONIC COPIES TO
PERCS on a frequent basis — weekly or monthly!
Permit Corrections
♦ If a permit has been issued but an error discovered MADE BY US internally or by the Permittee or
their engineer, a permit correction is necessary.
♦ Pull the original permit and make the corrections — do not change issue dates or enter a new
application in BIMS — resave the permit
♦ Prepare the permit correction cover letter modifying as applicable — the corrections need to be
distributed to the same people/agencies who received the orginal permit
♦ Print the corrected permit and permit correction letter — sign if needed
♦ Maintain Permit in BIMS — add permit corrected event date and comments as to what was corrected
♦ Copy and distribute
The Certification
♦ Final engineering certifications will be submitted back to your office when the project is complete.
These should be date stamped (the certification page, record drawings and calculations, if applicable)
♦ Construction, Grants & Loans (CGL) may request and audit some of these certifications
♦ Regardless of whether the region or CGL reviews a certification, the receipt date must be logged into
BIMS. Perform the following: Maintain Permit, Enter Permit No., Go to Events Tab, Add Event, Select
Engineering/Tech Specialist Certification Received, Enter Receipt Date
♦ If the certification sheet is marked partial — put partial in the event comment field.
♦ If the certification seems incomplete — missing plans or calculations or no PE seal — note incomplete
in the comment field. Send an incomplete certification letter. The certification page in the permit
explains exactly what the engineer is to provide.
♦ If the certification is provided to CGL — maintain the engineer certification received event and put "to
CGL for review on DATE" in the event engineer certification received comment field.
5
FAST -TRACK Application Review Procedures 2003 (Rev 2/06)

ti
If the region wishes to perform a detailed review — look for items not meeting the minimum design
criteria or outside of the permit. For instance, minimum cover; slope; minimum separation distances;
line size changes; length; reroutes; additional lots than permitted; pump station alarms; pump cycle
times; no indication of record drawing (as-builts) on plans; no PE seal or note about record drawings
(land surveyor seals are not appropriate). A certification checklist is being developed.
Regardless of review, certifications need to be processed as this closes out the permit. Follow the
processing engineering certifications guidance document.
6
FAST -TRACK Application Review Procedures 2003 (Rev 2/06)

�Qoa3a/��

LA,9 6LO 0 -3,?jq
J U L 2 4 2008 I ,nD �$
l�
WATER QUALITY SECTION
ASHEVILLE REGIONAL OFFICE
LETTER OF TRANSMITTAL
Date:
7/23/2008
Job No.
031.07.005
Attn.:
Roy Davis
Ref.:
Sewer Line- As-Built-Greenmore Subdivision
TO NCDENR-DWQ
Att: Roy Davis
CAVANAU G H
Solutions through integrity and partnership
L'�? Shop Drawings n Prints
L_-7 Copy of Letter O Plans
We are sending you:
6 Attached
L� Under Separate Cover VIA
n Specifications
No. Copies
Description
1
Original Fast Track Engineering Certification
2
Copies of Sewer As -Built
These are Transmitted as Checked Below:
r_7 For approval
O For Your Use
L:�7 As requested
n For Review and Comment
i� Approved as Submitted
r_7 Approved as Noted
L:�7 Returned for Corrections
L:7 Resubmit
For Bids Due
Remarks: Roy,
We were unable to locate the WQ000 permit number for this project.
If there is any additional information that is needed please feel free
to contact me at 828-255-7596
Copy To:
L� Submit
L� For Distribution Prints
L_-7 Corrected Prints
L� Prints Returned After Loan to Us
SignedC04 0**111 400ro N . F1A
Stephanie Leathers
W (�5o 3 a i rl 9
Cavanaugh Associates, P.A., 11 North Market Street, Asheville, NC 28801
Phone:[phone] Fax: [phone] www.cavanaughsolutions.com

Fast Track Engineering Certification
PERMIT NO. WQ000
July 23, 2008
Greenmoore Subdivision
Town of Canton
Haywood County
CERTIFICATION: This project shall not be considered complete nor allowed to operate until the Division has
received this Engineer's Certification and all required supporting documentation. Consequently, the Permittee
should submit this certification in a manner that documents proof -of -receipt by the Division.
Complete and submit this unmodified form to the permit issuing regional office with the following:
• One copy of the project record drawings (plan & profile views of sewer lines & force mains) of the wastewater
collection system extension. Record drawings are defined as the design drawings that are marked up or
annotated with after construction information and show required buffers, separation distances, material
changes, etc.
• One copy of the supporting pump station design calculations (selected pumps, system curve, operating point,
buoyancy calculations, available storage if portable generator(s) or storage greater than longest past three
year outage reliability option selected) for any pump stations permitted as part of this project
• Changes to the project that do not result in non-compliance with this permit, regulations, or the minimum
design criteria should be clearly identified on the record drawings, on this certification in the space provided,
or in written summary form.
PRIOR TO CERTIFICATION (FINAL OR PARTIAL): Permit modifications are required for any changes resulting in non-
compliance with this permit (including total pipe length increase of 10% or greater, increased flow, or increases in
the number/type of connections), regulations, or the minimum design criteria. Requested modifications or
variances to the minimum design criteria will be reviewed on a case -by -case basis and each on its own merit.
Please note that variances to the minimum design criteria should be requested and approved during the
permitting process prior to construction. After -construction requests are discouraged by the Division and may not
be approved, thus requiring replacement or repair' prior to certification & activation.
ENGINEER'S CERTIFICATION
® Final ❑ Partial
Comments:
Record drawings have been completed, and are herby included in this submission for Final Engineer's
Certification.
I, William J. Jernigan, P.E., as a duly registered Professional Engineer in the State of North Carolina, having been
authorized to observe (® periodically, ❑ weekly, ❑ full time) the construction of the project name and location as
referenced above for the Permittee hereby state that, to the best of my abilities, due care and 'diligence was used
in the observation of the construction such that the construction was observed to be built within substantial
compliance of this permit; 15A NCAC 2H .0200; the Division of Water Quality's (Division) Gravity Sewer Minimum
Design Criteria adopted February 12, 1996 and updated to 15A NCAC 2T Regulations on March 2008
as applicable; the Division's Minimum Design Criteria for the Fast -Track Permitting of Pump Stations and Force
Mains adopted June 1,.2000--as,applicable;^and otherslrlpporting materials.
North Carolina Professional Engineer's SeaLwJsignatu
CARO
4�'ciAES��fJ,i_�
-
Mr?
E C F 0
WI
J U L 2 4 2008
WATER QUALITY SECTION
;Hwll I F REGIONAL OFFICE
SEND THIS FORM & SUPPORTING DOCUMENTATION.
IRED ATTACHMENTS TO THE FOLLOWING ADDRESS
REGIONAL SUPERVISOR
SURFACE WATER PROTECTION SECTION
DIVISION ;OF WATER QUALITY
ASHEVILLE REGIONAL OFFICE
2090 US HIGHWAY 70
SWANNANOA, NC 28778
The Permittee is'resb!6Astibtie for tracking'aitparttal't'ertificati'ons up`until a finarehlfication is received. A final certification shall be a complete
set of record drawings and design calculations regardless of whether partials have been submitted. Any wastewater flow made tributary to the
wastewater collection system extension prior to completion of this Engineer's Certification shall be considered a violation of the permit and
shall subject the Permittee to appropriate enforcement actions.

^ter Michael F. Easley, Governor
�OWRQ UVilliam G. Ross Jr., Secretary
O G Nor hl:Carelinaettpartmetfftl(5fEi '('ronment and Natural Resources
> �r
-� Alan W. Klimek, P.E., Director
0 v - < Division of Water Quality
Asheville
May 18, 2007
Mr. Shane W. Herbert, Vice -President
Buckeye Realty, LLC
654 Buckeye Cove Road
Canton, North Carolina 28716
Subject: Permit No. WQ0031703
Buckeye Realty, LLC
Buckeye Construction
Wastewater Collection System Extension
Haywood County
Dear Mr. Herbert:
In accordance with your application received on May 4, 2007 we are forwarding herewith Permit
No. WQ0031703, dated May 18, 2007, to Buckeye Realty, LLC for the construction and operation of the
subject wastewater collection system extension. This permit shall be effective from the date of
issuance until rescinded and shall be subject to the conditions and limitations as specified therein. This
cover letter shall be considered a part of this permit and is incorporated therein by reference. Please
send Roy Davis or Don Price a copv of the "notice to proceed" issued to vour contractor for this
collection system extension.
Please pay particular attention to Permit Condition 3 which requires that the wastewater
collection facilities be properly operated and maintained in accordance with 15A NCAC 2T .0403 or any
individual system -wide collection system permit issued to the Permittee.
Permitting of this project does not constitute an acceptance of any part of the project that does
not meet 15A NCAC 2T .0200; the Division of Water Quality's (Division) Gravity Sewer Minimum
Design Criteria adopted February 12, 1996 as applicable; and the Division's Minimum Design Criteria
for the Fast -Track Permitting of Pump Stations and Force Mains adopted June 1, 2000 as applicable,
unless specifically mentioned herein. Division approval is based on acceptance of the certification
provided by the North Carolina -licensed Professional Engineer named in the application. It shall be the
Permittee's responsibility to ensure that the as -constructed project meets the appropriate design criteria
and rules. Failure to comply may result in penalties in accordance with North Carolina General Statute
§143-215.6A through §143-215.6C, construction of additional or replacement wastewater collection
facilities, and/or referral of the North Carolina -licensed Professional Engineer to the licensing board.
Asheville Regional Office Internet www.ncwaterquality.org
2090 US Highway 70, Swannanoa, NC 28778 Telephone [phone] Fax [phone]
DENR Customer Service Center Telephone [phone]
An Equal Opportunity Action Employer 50% recycled/10% post -consumer paper
NorthCarolina
Naturally

Buckeye Realty, LLC May 18, 2007 Page 2
In accordance with the provisions of Article 21 of Chapter 143, General Statutes of North
Carolina as amended, and other applicable Laws, Rules, and Regulations, permission is hereby
granted to Buckeye Realty, LLC for the construction and operation of a 11.7 gallon per minute grinder
style pump station with duplex pumps, on -site audible and visual high water alarms; as well as
approximately 97 linear feet of 1.25 inch diameter force main to serve Buckeye Construction and the
discharge of 375 gallons per day of collected domestic wastewater into the Town of Canton's existing
sewerage system, pursuant to the application received on May 4, 2007 and in conformity with 15A
NCAC 2T .0200; the Division's Gravity Sewer Minimum Design Criteria adopted February 12, 1996 as
applicable; the Division's Minimum Design Criteria for the Fast -Track Permitting of Pump Stations and
Force Mains adopted June 1, 2000 as applicable; and other supporting data subsequently filed and
approved by the Department of Environment and Natural Resources and considered a part of this
permit.
The sewage and wastewater collected by this system shall be treated in the Blue Ridge Paper
Company Wastewater Treatment Facility (Permit No. NC0000272) prior to being discharged into the
receiving stream.
If any parts, requirements, or limitations contained in this permit are unacceptable, you have the
right to request an adjudicatory hearing upon written request within 30 days following receipt of this
permit. This request must be in the form of a written petition, conforming to Chapter 150B of North
Carolina General Statutes, and filed with the Office of Administrative Hearings, 6714 Mail Service
Center, Raleigh, NC 27699-6714. Unless such demands are made, this permit shall be final and
binding.
If you need additional information concerning this matter, please contact Roy Davis at (828)
296-4500.
Sincerely,
for Alan W. Klimek, P.E., Director
Division of Water Quality
cc: Havwood County Building Inspector
Martin A. Shumpert, PE
PERCS Files

NORTH CAROLINA
ENVIRONMENTAL MANAGEMENT COMMISSION
DEPARTMENT OF ENVIRONMENT AND NATURAL RESOURCES
BUCKEYE REALTY, LLC
BUCKEYE CONSTRUCTION
HAYWOOD COUNTY
WASTEWATER COLLECTION SYSTEM EXTENSION PERMIT WQ0031703
This permit shall be effective from the date of issuance until rescinded and shall be subject to the
following specified conditions and limitations:
This permit shall become voidable unless the wastewater collection facilities are constructed in
accordance with the conditions of this permit; 15A NCAC .0200; the Division of Water Quality's
(Division) Gravity Sewer Minimum Design Criteria adopted February 12, 1996 as applicable; the
Division's Minimum Design Criteria for the Fast -Track Permitting of Pump Stations and Force
Mains adopted June 1, 2000 as applicable; and other supporting materials unless specifically
mentioned herein.
2. This permit shall be effective only with respect to the nature and volume of wastes described in the
application and other supporting data.
3. The wastewater collection facilities shall be properly maintained and operated at all times. The
Permittee shall maintain compliance with an individual system -wide collection system permit for the
operation and maintenance of these facilities as required by 15A NCAC 2T .0403. If an individual
permit is not required, the following performance criteria shall be met as provided in 15A NCAC 2T
.0403:
a. The sewer system shall be effectively maintained and operated at all times to prevent
discharge to land or surface waters, and any contravention of the groundwater standards in
15A NCAC 2L .0200 or the surface water standards in 15A NCAC 213 .0200.
b. A map of the sewer system shall be developed and shall be actively maintained.
c. An operation and maintenance plan shall be developed and implemented.
d. Pump stations that are not connected to a telemetry system shall be inspected every day (i.e.
365 days per year). Pump stations that are connected to a telemetry system shall be
inspected at least once per week.
e. High -priority sewer lines shall be inspected at least once per every six-month period of time.
f. A general observation of the entire sewer system shall be conducted at least once per year.
g. Inspection and maintenance records shall be maintained for a period of at least three years.
h. Overflows and bypasses shall be reported to the appropriate Division regional office in
accordance with 15A NCAC 213 .0506(a), and public notice shall be provided as required by
North Carolina General Statute §143-215.1 C.

Permit No. WQ0031703. Buckeye Realty, LLC, Buckeye Construction Haywood County May 18 2007
4. This permit shall not be transferable. In the event there is a desire for the wastewater collection
facilities to change ownership, or there is a name change of the Permittee, a formal permit request
shall be submitted to the Division accompanied by documentation from the parties involved, and
other supporting materials as may be appropriate. The approval of this request shall be
considered on its merits and may or may not be approved.
5. Construction of the gravity sewers, pump stations, and force mains shall be scheduled so as not to
interrupt service by the existing utilities nor result in an overflow or bypass discharge of wastewater
to the surface waters of the State.
6. Upon completion of construction and prior to operation of these permitted facilities, a certification, a
copy of the construction record drawings, as well as supporting design calculations for any pump
stations permitted as part of this project shall be received from a North Carolina -licensed
Professional Engineer certifying that the facilities have been installed in accordance with this
permit; 15A NCAC 2T .0200; the Division's Gravity Sewer Design Criteria adopted February 12,
1996 as applicable; the Division's Minimum Design Criteria for the Fast -Track Permitting of Pump
Station and Force Main adopted June 1, 2000 as applicable; and other supporting materials. If this
project is to be completed in phases and partially certified, you shall retain the responsibility to
track further construction approved under the same permit, and shall provide a final certificate of
completion once the entire project has been completed. A copy of the construction record
drawings, indicating the facilities constructed in the phase being certified, shall be submitted with
each partial certification. Mail the Engineer's Certification, one copy of the "Construction Record
Drawings," and one copy of the supporting design calculations to the Non -Discharge Permitting
Unit, 1617 Mail Service Center, Raleigh, NC 27699-1617.
7. A copy of the construction record drawings shall be maintained on file by the Permittee for the life
of the wastewater collection facilities.
Failure to abide by the conditions and limitations contained in this permit; 15A NCAC 2T .0200; the
Division's Gravity Sewer Design Criteria adopted February 12, 1996 as applicable; the Division's
Minimum Design Criteria for the Fast -Track Permitting of Pump Station and Force Mains adopted
June 1, 2000 as applicable; and other supporting materials may subject the Permittee to an
enforcement action by the Division, in accordance with North Carolina General Statutes §143-
215.6A through §143-215.6C.
9. In the event that the wastewater collection facilities fail to perform satisfactorily, including the
creation of nuisance conditions, the Permittee shall take immediate corrective action, including
those as may be required by this Division, such as the construction of additional or replacement
facilities.
10. The issuance of this permit shall not exempt the Permittee from complying with any and all
statutes, rules, regulations, or ordinances that may be imposed by other government agencies
(local, state and federal) which have jurisdiction, including but not limited to applicable river buffer
rules in 15A NCAC 2B .0200, erosion and sedimentation control requirements in 15A NCAC Ch. 4
and under the Division's General Permit NCG010000, and any requirements pertaining to wetlands
under 15A NCAC 2B .0200 and 15A NCAC 2H .0500.
11. Noncompliance Notification:
The Permittee shall report by telephone to a water quality staff member at the Asheville Regional
Office; telephone number [phone], as soon as possible, but in no case more than 24 hours
or on the next working day, following the occurrence or first knowledge of the occurrence of either
of the following:

Permit No. W00031703. Buckeye Realty, LLC, Buckeye Construction, Haywood County, May 18 2007
a. Any process unit failure, due to known or unknown reasons, that renders the facility incapable
of adequate wastewater transport, such as mechanical or electrical failures of pumps, line
blockage or breakage, etc.; or
b. Any failure of a pumping station or sewer line resulting in a by-pass directly to receiving waters
without treatment of all or any portion of the influent to such station or facility.
Voice mail messages or faxed information is permissible but this shall not be considered as the
initial verbal report. Overflows and spills occurring outside normal business hours may also be
reported to the Division of Emergency Management at telephone number [phone] or (919)
733-3300. Persons reporting any of the above occurrences shall file a spill report by completing
Part I of Form CS-SSO (or the most current Division approved form), within five days following first
knowledge of the occurrence. This report shall outline the actions taken or proposed to ensure that
the problem does not recur. Per Condition 1(2), Part II of Form CS-SSO (or the most current
Division approved form) can also be completed to show that the SSO was beyond control.
Permit issued this the 18`h day of May, 2007
NORTH CAROLINA ENVIRONMENTAL MANAGEMENT COMMISSION
for Ala: W. Klimek, P.E., Director
Division of Water Quality
By Authority of the Environmental Management Commission
Permit Number WQ0031703

Permit No. W00031703, Buckeye Realty, LLC, Buckeye Construction, Haywood County May 18 2007
ENGINEERING CERTIFICATION — POST CONSTRUCTION
System Description:
A 11.7 gallon per minute grinder style duplex sewage pumping station with audible and visual high water alarms
and 97 linear feet of 1.25-inch diameter force main
Complete and submit this form to the Asheville regional office with the following:
One copy of the project record drawings (plan & profile views of sewer lines) of the wastewater collection
system extension
• supporting design calculations (selected pumps, system curve, operating point, available storage if portable
generator(s) or storage greater than longest past three year outage reliability option selected) for any pump
stations permitted as part of this project
e Changes to the project should be clearly identified on the record drawings or in written summary form. Permit
modifications are required for any changes resulting in non-compliance with this permit regulations or
minimum design criteria.
This project shall not be considered complete nor allowed to operate until this Engineer's Certification and all
required supporting documentation have been received by the Division. Therefore, it is highly recommended
that this certification be sent in a manner that provides proof of receipt by the Division.
ENGINEERS CERTIFICATION
❑ Partial ❑ Final
, as a duly registered Professional Engineer in the State of North Carolina, having
been authorized to observe (❑ periodically, ❑ weekly, ❑ full time) the construction of the above referenced
project for the Permittee hereby state that, to the best of my abilities, due care and diligence was used in the
observation of the construction such that the construction was observed to be built within substantial compliance
of this permit; 15A NCAC 2T .0200; the Division of Water Quality's (Division) Gravity Sewer Minimum Design
Criteria adopted February 12, 1996 as applicable; the Division's Minimum Design Criteria for the Fast -Track
Permitting of Pump Stations and Force Mains adopted June 1, 2000 as applicable; and other supporting
materials.
North Carolina Professional Engineer's
seal, signature, and date:
:.....................................................................................................
SEND THIS FORM & SUPPORTING DOCUMENTATION
WITH REQUIRED ATTACHMENTS TO THE FOLLOWING ADDRESS
ROGER C. EDWARDS
SURFACE WATER PROTECTION SUPERVISOR
ASHEVILLE REGIONAL OFFICE
2090 US HIGHWAY 70
SWANNANOA, NC 28778
The Permittee is responsible for tracking all partial certifications up until a final certification is received. Any wastewater flow
made tributary to the wastewater collection system extension prior to completion of this Engineer's Certification shall be
considered a violation of the permit and shall subject the Permittee to appropriate enforcement actions.

FAST -TRACK APPLICATION for G4> YA L
OF wA7F11111
0\5 Q C,L .: MAY - 4 2007 eP
>
O WAT In
AND
State of North Carolina
of Environment and Natural Resources
Division of Water Quality
FAST -TRACK APPLICATION
,(W8'As, PUMP STATIONS, AND FORCE MAINS
(Pressure sewers systems are not to be included as part of this application package)
INSTRUCTIONS: Indicate that you have-included/addressed the- following list of required application package items by
checking the space provided next to each applicable item. Failure to submit all required items will lead to your application
being returned as incomplete. This form may be photocopied for use as an originaL
® I. Application Form - Submit one original and one copy of the completed and appropriately executed application
form. Any changes to this form will result in the application being returned. The Division of Water Quality
(Division) will only accept application packages that have been fully completed with all applicable items
addressed. You do not need to submit detailed plans and specifications unless you respond NO to Item 13(12).
® II. Application Fee - Submit a check in the amount of $400 made payable to: North Carolina Department of
Environment and Natural Resources (NCDENR). Checks shall be dated within 90 days of application submittal.
❑ III. Certificates of Public Convenience and Necessity — If the application is being submitted in the name of a
privately -owned public utility, submit two copies of the Certificate of Public Convenience and Necessity (CPCN)
which demonstrates that the public utility is authorized to hold the utility franchise for the area to be served by the
sewer extension. If a CPCN has not been issued, provide two copies of a letter from the North Carolina Utilities
Commission's Public Staff that states that an application for a franchise has been received, that the service area
is contiguous to an existing franchised area, and/or that franchise approval is expected. The project name in the
CPCN or letter must match that provided in Item A(2a) of this application.
❑ IV. Operational Agreements — Submit one original and two copies of a properly executed operational agreement if
the sewer extension is permitted by a private applicant and will be serving residential or commercial lots (e.g.,
houses, condominiums, townhomes, outparcels, etc.) that will be sold to another entity. If the applicant is a
homeowners' association, use Form HOA 02103. If the applicant is a developer, use Form DEV 02/03. EVEN IF
THE PROJECT WILL BE TURNED OVER TO A MUNICIPALITY, FORM DEV 02/03 IS REQUIRED.
® V. Flow Acceptance Letters — If the owner of the downstream sewers and/or WWTF is different from the applicant,
submit two copies of a flow acceptance letter from the owner of the downstream sewers and WWTF, if different.
Flow acceptance letters must contain the following minimum information: applicant and project name, amount of
flow accepted, and name and permit number of the receiving sewers/WWTF. The flow acceptance must not
expire prior to permit issuance and must be dated less than a year prior to the application date.
Intergovernmental agreements or other contracts will not be accepted in lieu of a project -specific flow acceptance
letter.
® VI. Map — Submit an 8.5-inch by 11-inch COLOR copy of the portion of a 7.5-minute USGS Topographic Map along
with this form. The map should identify the entire project area location as well as the closest downslope surface
waters as clearly as possible. Each map portion must be labeled with the map name and number, the identified
location of the sewer line and pump stations, and be of clear and reproducible quality. For instance, if the project
involves 4 miles of interceptor sewer that traverses over or near several different waterbodies (or counties,
basins, etc.), the map should have location ID's shown for each different waterbody'(where the sewer line is within
100 feet of such waterbody - see Instruction VII). This location ID is self chosen and used to cross reference the
location in Section C of the permit application.
® VII. Stream Classifications — Section C
• If any portion of the project is within 100 feet of any down slope surface water, Section C must be completed
for the pertinent sections.
• If the entire project area is a minimum of 100 feet away from any down slope surface waters BUT there is a
pump station involved where a history of power outage is to be used to provide adequate design storage
instead of dual feed or permanent or portable generator, Section C must be completed to demonstrate that
the closest down slope surface water is Class C (see 15A NCAC 2H .0219(h)(3)(D)).
• Use the guidance document entitled, "Determining Watershed Classifications for Form FTA 02/03 (Fast -Track
Sewer Systems)" available from http://h2o.enr.state.nc.us/peres or by contacting the appropriate regional
office.
FTA 02/03 - Rev. 3 04105

FAST -TRACK APPLICATION for GRAVITY SEWERS, PUMP STATIONS, AND FORC9 MAINS PAGE 2
❑ Vill. Environmental Assessments — If this project is subject to an Environmental Assessment (EA) 115A NCAC
01C], this application can not be used. Send the project application on Form PSFMGSA 10/99 to the PERCS
Unit, 1617 Mail Service Center, Raleigh, NC 27699-1617. Applications can not be accepted until a Finding of No
Significant Impact (FONSI) or Environmental Impact Statement (EIS) has been issued. A copy is to be submitted
with that permit application.
® IX. Certifications — Section D
The application must be certified by both the applicant and a North Carolina Registered Professional Engineer
(PE). The applicant signature must match the signing official listed in Item A(1 b). The PE should NOT certify the
application if he/she is unfamiliar with 15A NCAC 2H .0200, the Gravity Sewer Minimum Design Criteria. (most
recent version) and the Minimum Design Criteria for the Fast -Track Permitting of Pump Stations and Force Mains
(most recent version), as applicable to the project. Certification by a PE who is unfamiliar with these documents
is subject to NC Board. referral.
® X. Downstream Sewer & Wastewater Treatment Plant Capacity
The applicant has assured downstream pipe, pump station and treatment plant capacity. The addition of new
sources of wastewater from this project has been evaluated along the route to the receiving treatment plant. The
flow from this project will not cause capacity related sanitary sewer overflows or overburden any downstream
pump station en route to the receiving wastewater treatment plant. If the applicant is not the owner of the
downstream sewer or receiving treatment plant, submittal of flow acceptance letter(s) indicates that owner has
adequate capacity and will not violate G.S. 143-215.67(a).
THE COMPLETED FTA 02103 APPLICATION PACKAGE, INCLUDING ALL SUPPORTING DOCUMENTS AND $400
FEE, SHOULD BE SENT TO THE APPROPRIATE REGIONAL OFFICE
REGIONAL OFFICE
ADDRESS
COUNTIES SERVED
Asheville Regional Office
2090 US Highway 70
Avery, Buncombe, Burke, Caldwell,
Swannanoa, North Carolina 28778
Cherokee, Clay, Graham, Haywood,
[phone]
Henderson, Jackson, Macon, Madison,
[phone] Fax
McDowell, Mitchell, Polk, Rutherford,
Swain, Transylvania, Yancey
Fayetteville Regional Office
225 Green Street Suite 714
Anson, Bladen, Cumberland, Hamett,
Fayetteville, North Carolina 28301
Hoke, Montgomery, Moore, Robeson,
[phone]
Richmond, Sampson, Scotland
[phone] Fax
Mooresville Regional Office
610 E. Center Avenue, Suite 301
Alexander, Cabarrus, Catawba,
Mooresville, North Carolina 28115
Cleveland, Gaston, Iredell, Lincoln,
[phone]
Mecklenburg, Rowan, Stanly, Union
[phone] Fax
Raleigh Regional Office
1628 Mail Service Center
Chatham, Durham, Edgecombe, Franklin,
Raleigh, North Carolina 27699-1628
Granville, Halifax, Johnston, Lee, Nash,
[phone]
Northampton, Orange, Person, Vance,
919) 571-4718 Fax
Wake, Warren, Wilson
Washington Regional Office
943 Washington Square Mall
Beaufort, Bertie, Camden, Chowan,
Washington, North Carolina 27889
Craven, Currituck, Dare, Gates, Greene,
[phone]
Hertford, Hyde, Jones, Lenoir, Martin,
[phone] Fax
Pamlico, Pasquotank, Perquimans, Pitt,
Tyrrell, Washington, Wayne
Wilmington Regional Office
127 Cardinal Drive Extension
Brunswick, Carteret, Columbus, Duplin,
Wilmington, North Carolina 28405
New Hanover, Onslow, Pender
[phone]
[phone] Fax
Winston-Salem Regional Office
585 Waughtown Street
Alamance, Alleghany, Ashe, Caswell,
Winston-Salem, North Carolina 21107
Davidson, Davie, Forsyth, Guilford,
[phone]
Rockingham, Randolph, Stokes, Surry,
[phone] Fax
Watauga, Wilkes, Yadkin
For more infomraffon, visit our web site at: http://h2o.enr state.nc. us(percs/
FTA 02/03 - Rev. 3 04/05

FAST -TRACK APPLICATION for GRAVITY SEWERS, PUMP STATIONS, AND FORCE MAINS PAGE 3
USE THE TAB KEY TO MOVE FROM FIELD TO FIELDS Application Number
(to be completed by DWQ) F'�Agg V
1.
Owner_
j1a.
Buckeye Realty, LLC
Z
Full Legal Name (company, municipality, HOA, utility, etc.)
0
lb.
Shane W. Herbert, Vice President
Official Name and Title (Please review 15A NCAC 2H .0206(b) for authorized signing officials!)
Q(Signing
1c.
The legal entity who will own'this system is:
❑ Individual ❑ Federal ❑ Municipality ❑ State/County❑ Private Partnership ® Corporation [] Other (specify)_
0
11 d.
654 Buckeye Cove Road 1 e. Canton
Z
Mailing Address I City
--
If.
NC 1g. 28716
Z
i
State Zip Code
0
--- ---- -- --- --------- -
I h.
828-648-4511 11 i. ;1 j.
Q
Telephone j Facsimile _ _ E-mail -
--- ---
V
"2.
Project (Facility) Information:
J
2a.
—
Pump Station/Force Main for Buckeye Construction i2b. Haywood
a
Brief Project Name (permit will refer to this name) County Where Project is Located
Q
;3.
Contact Person
Q
3a.
Mark Shum ert, Civil Engineer
Name and Affiliation of Someone Who Can Answer Questions About this Application
V
3b.
828452-4410 !3c. mark bradshawen ineerin .com
Phone Number E-mail
11.
Project is ❑ New ® Modification (of an existing permit) If Modification, Permit No.: W000030407
For modifications, attach a separate sheet clearly explaining the reason for the modification (i.e. adding another
phase, changing line size/length, etc.). Only include the modified information in this permit application - do not
duplicate project information in B(7) and B(10-11) that has already been included in the original permit.
2.
Owner is ❑ Public (skip to Item B(3)) ® Private (go to Item 2(a))
;2a.
If private, applicant will be: 2b. If sold, facilities owned by a (must choose one
i
® Retaining Ownership (i.e. store, church, single office, etc.) or ❑Public Utility (Instruction III)
Z
I
❑ Leasing units (lots, townhomes, etc. - skip to Item B(3)) ❑ Homeowner Assoc./Developer (Instruction IV)
0
❑ Selling units (lots, townhomes, etc. - go to Item B(2b))
F—
3.
Blue Ridge Paper Products, Inc
Owner of Wastewater Treatment Facility (WWTF) Treating Wastewater From This Project
4a.
Blue Ridge Paper Products WWTF 4b. NC 0000272
0
Name of WWTF WWTF Permit No.
14.
;5a.
Town of Canton, NC
5b. 2"
❑ Gravity 15c. WQ CS 00307
Z
I
Owner of Downstream Sewer
Receiving Sewer Size
® Force Main Permit Number of Downstream Sewer (if known)
F—
;6.
The origin of this wastewater is (check all that apply):
❑ Residential Subdivision ' ❑ Car Wash
❑ Apartments/Condominiums j ❑ Institution 100 %Domestic/Commercial
W
j
El Mobile Home Park j El Hospital
a
,
❑ School ❑ Church % Industrial
lod
❑ Restaurant j ❑ Nursing Home % Other s eci
(specify),
® Office El Other (specify):
I
7.
Volume of wastewater to be allocated for this particular project: 375 gallons pe
*Do
not include previously permitted allocations
i
8.
If the permitted flow is zero, indicate why: MAY — 4 Z00%
j
❑ Interceptor Line - Flow will be permitted in subsequent permits that connect t i li,e
❑ Flow has already been allocated in Permit No.
❑ Rehabilitation or replacement of existing sewer with no new flow expected WATER QUALITY SECTION
ASHEVILLE REGIONAL OFFICE
571
FTA-02/03...- Rev. 3 04/05

FAST -TRACK APPLICATION for GRAVITY SEWERS, PUMP STATIONS, AND FORCE MAINS PAGE 4
s
9. Provide the wastewater flow calculations used in determining the permitted flow in accordance with 15A NCAC 2H
.0219(I) for Item 13(7) or the design flow for line or pump station sizing if zero flow in the space below. Values other than
that in 15A NCAC 2H .0219(1)(1-2) must be supported with actual water or wastewater use data in accordance with 15A
{ NCAC 21-1.0219(I)(3).
i
15 office employees x 25 GPD/employee = 375 GPD
t
10. Summary of Sewer Lines to be Permitted (attach additional sheets if necessary)
i
Size (inches)
i Length (feet)
Gravity or Force Main
(use the pull down menu)
1.25
97
Force Main
Q
�
I
W
�
1=-
Z
ENTER TOTAL LINE LENGTH IN MILESI
o1
1
V11.
Summary of Pump Stations to be Permitted (attach additional sheets as necessary)
Z
O
Location ID
Power Reliability Option
(self chosen - as shown on
Design Flow
Operational Point
I (1- dual line feed; 2- permanent generator w/ATS; 3-
Q
plans for cross-reference)
(MGD)
GPM @ TDH
! . portable generator w/telemetry; 4-wet well storage)
1
0.0144
11.7@87
4
0
LL
12 Does the sewer system comply with the Minimum Design Criteria for the Fast Track Permitting of Pump Stations and Force
Mains (latest version), the Gravity Sewer Minimum Design Criteria (latest version) and 15A NCAC 2H .0200 as applicable?
W
® Yes ❑ No If no, please reference the pertinent minimum design criteria or regulation and indicate why a
a
variance is requested. SUBMIT TWO COPIES OF PLANS, SPECIFICATIONS OR CALCULATIONS
I PERTINENT TO THE VARIANCE WITH YOUR APPLICATION
m I
I
i
I
I
I
i
I
13. Have the following permits/certifications been submitted for approval?
Wetland/Stream Crossings - General Permit or 401 Certification? ❑ Yes ❑ No ® N/A
Sedimentation and Erosion Control Plan? ❑ Yes ❑ No ® N/A
Stormwater? ❑ Yes ❑ No ® N/A
14. Does this project involve aerial lines or siphons? Check if yes: ❑
These lines_will be_considered_hiah_Ddority and mustbe checked once_everv_six_months
Does this project have gravity sewer lines designed at minimum slopes? ❑
115.
Be aware that the Division will not accept installed lines more than 10% flatter than the minimum slope. Lines installed outside this tolerance should be
oorrected prior to submitting the final engineering certification..
FTA 02/03 - Rev. 3 04105

FAST -TRACK APPLICATION for GRAVITY SEWERS, PUMP STATIONS, AND FORCE MAINS PAGE 5
1. Use the Division's guidance document entitled, "DETERMINING STREAM CLASSIFICATIONS FOR FORM FTA 02103
(FAST -TRACK SEWER SYSTEMS)" to collect and record the stream classification data below (attach additional sheets as
necessary). This document is available from our web site or by contacting the appropriate Division of Water Quality
ZO
-_regional office (see instructions for addresses) OR indicate the following:
--
! ❑ A Stream Classification is not needed because all parts of the project are at least 100 feet away from any down slope
H
Q
-- waterbody; AND, ------------
(,)
------------- -
❑ A Stream Classification is not needed because the design does not depend on wet well storage as a power reliability
option for any pump station near a Class C down slope waterbody.
Q
Location ID on Map
(self chosen - as shown on
1
; Name of Waterbody Stream i Waterbody
map for cross-reference)__
i ma or r
—Waterbody County River Basin Index Classification
-- --- ---- - --- - -- --
_J
oi
2
-- - ---
Murray Branch I Haywood 1 French Broad 5-9 C
LU
- -----
rt -!- — - -- --
Submit the 8.5" x 11" COLOR topographic map as required in Instruction VI
regardless of whether a classification is provided!
Applicant's Certification:
I41.
i 1, Shane W. Herbert, attest that this application for Pump Station/Force Main for Buckeye Construction
has been reviewed by me and is accurate and complete to the best of my knowledge. I understand that if all required
parts of this application are not completed and that if all required supporting documentation and attachments are not
included, this application package is subject to being returned as incomplete. Note: In accordance with North Carolina
General Statutes 143-215.6A and 143-215.6B, any person who knowingly makes any false statement, representation, or
certification in any application shall be guilty of a Class 2 misdemeanor which may include a fine not to exceed $10,000
as well as civil peenalties up to $25,000 p9nviolation.
! Signing Official Signature Ake
U)
2 Professional Engineer's Certification: _
Z
Il attest that this application for Pump Station/Force Main for Buckeye Construction has been reviewed by me and is
accurate, complete and consistent with the information in the engineering plans, calculations, and all other supporting
Q
documentation to the best of my knowledge. 1 further attest that to the best of my knowledge the proposed design has
V
been prepared in accordance with the applicable regulations, Gravity Sewer Minimum Design Criteria for Gravity Sewers
1 adopted February 12, 1996, and the Minimum Design Criteria for the Fast -Track Permitting of Pump Stations and Force
LJ.
Mains adopted June 1, 2000 and the watershed classification in accordance with Division guidance. Although certain
portions of this submittal package may have been developed by other professionals, inclusion of these materials under my
signature and seal signifies that l have reviewed this material and have judged it to be consistent with the proposed design.
(IJ
Note: In accordance with NC General Statutes 143-215.6A and 143-215.6B, any person who knowingly makes any false
V
statement, representation, or certification in any application shall be guilty of a Class 2 misdemeanor which may include a
Q--
fine not to exceed $10, 000 as well as civil penalties up to $25, 000 per violation.
- -- - -
I —
2a. Martin A. Shumpert
Professional Engineer Name C A Ri���ii
O�!�,��
2b. Bradshaw Engineering, Inc
Engineering Firm I �
----- - ---- - --- �''r
-----;
2c. PO Box 1011 ESA L-
- 031203
Mailing Address
2d. Waynesville 2e. NC 2 2f 8786 �9 ' FNG I N ��e° <���
�ii��j�•
City _ State Zip . _ . �������
¢g. 828-452-4410 2h. 828-456-5455 2i. mark@bradshawengineering � 1//pjj{{SNt���\
Telephone Facsimile com E-mail Seal, Signature 8 Date
FTA 02/03 - Rev. 3 04105

T4g Zvfun of Canton, CN. (9.
Office of The Town Manager \
WILLIAM G. STAMEY
TOWN MANAGER
May 22, 2006
NCDENR
Division Water Quality
2090 US Highway 70
Swannanoa, NC 28778
Re: Acceptance of Wastewater
To Whom It May Concern:
The Town of Canton hereby agrees to accept the wastewater generated by the Pump
Station and Force Main for Buckeye Construction Company into the Town's sewerage
collection system. Average flow of 375 gallons per day will be accepted into the system
under this authorization. The wastewater will be conveyed to the Blue Ridge Paper
Products, Inc. wastewater treatment plant for treatment under the Town of Canton's
existing 900,000 gallon per day flow allocation contract with the plant.
Sincerely,
W.G. Stamey
Town Manager
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WILLIAM G. STAMEY
TOWN MANAGER
May 22, 2006
NCDENR
Division Water Quality
2090 US Highway 70
Swannanoa, NC 28778
Re: Acceptance of Wastewater
To Whom It May Concern:
The Town of Canton hereby agrees to accept the wastewater generated by the Pump
Station and Force Main for Buckeye Construction Company into the Town's sewerage
collection system. Average flow of 375 gallons per day will be accepted into the system
under this authorization. The wastewater will be conveyed to the Blue Ridge Paper
Products, Inc. wastewater treatment plant for treatment under the Town of Canton's
existing 900,000 gallon per day flow allocation contract with the plant.
Y
Sincerely,
W.G. Stamey
Town Manager
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PREPARED BY:
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Engineering
CIVIL ENGINEERING • LAND PLANNING
LOCATION MAP
BUCKEYE CONSTRUCTION
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Office of The Town Manager
WILLIAM G. STAMEY
TOWN MANAGER
April 26, 2007
State of North Carolina
Department of Environment and Natural Resources
Division of Water Quality
1617 Mail Service Center
Raleigh, NC 27699-1617
Re: Fast -Track Application Pump Station/Force Main
For Buckeye Construction.
Bradshaw Engineering
Dear Sirs:
In regard to the application attached hereto, the Town of Canton will not have ownership
(relinquishes ownership) of the pump station and force main located on the property owned by
Buckeye Realty, LLC.
The Town will assume ownership operation and maintenance of the 1.25 inch force main outside
of the boundaries of the Buckeye property.
If you have any comment or require additional information please fee free to contact me.
Sincerely,
William G. Stamey
Town Manager
Cc: Bradshaw Engineering, Waynesville NC
WGS/lss

DATE. INVOICE NO. - DESCRIPTION
INVOICE AMOUNT
DEDUCTION
BALANCE
1-12-07 011207 JAN
400.00
.0
400.00
1-16-07 011607 JAN.
400.00
.0
400.00
SAY _ 4 2007
`-
AS EVILLF
5-01-0
CHECK.: 5946
NUMBER
a 800.00
.0
800.00
5 r

Permit No W00031703 Buckeye Realty LLC Buckeye Construction Halewood County May 18 2007
ENGINEERING CERTIFICATION — POST CONSTRUCTION
System Description:
A.11.7 gallon per minute grinder style duplex sewage pumping station with audible and visual high water alarms
and 97 linear feet of 1.25-inch diameter force main
-- Eomplete-and submit this form -to -the -Asheville regional office with the following:
• One copy of the project record drawings (plan & profile views of sewer lines) of the wastewater collection
system extension
• supporting design calculations (selected pumps, system curve, operating point, available storage if portable
generator(s) or storage greater than longest past three year outage reliability option selected) for any pump
stations permitted as part of this project
• Changes to the project should be clearly identified on the record drawings or in written summary form. Permit
modifications are required for any changes resulting in non-compliance with this permit, regulations or
minimum design criteria.
This project shall not be considered complete nor allowed to operate until this Engineer's Certification and all
required supporting documentation have been received by the Division. Therefore, it is highly recommended
that this certification be sent in a manner that provides proof of receipt by the Division.
ENGINEER'S CERTIFICATION
❑ Partial VFinal ..
5'�4Af�as a duly registered Professional Engineer in the State of North Carolina, having
1, ALA", —
been authorized to observe ([periodically, ❑ weekly, ❑ full time) the construction of the above referenced
project for the Permittee hereby state that, to the best of my abilities, due care and diligence was: used in the
observation of the construction such that the construction was observed to be built within substantial compliance
of this permit; 15A NCAC 2T .0200; the Division of Water Quality's (Division) Gravity Sewer Minimum Design
Criteria adopted February 12, 199C as l5ti aj31e,,-M, �D vision s�Miriiffld ��esti:' Criteria for the Fast -Track
Permitting of Pump Stations and Force M'�aiH adopted-JUne 1, 200 as a lica,s le; and other supporting
i
materials. D E �.
North Carolina Professional Engine
seal, signature, and date:
\\o\\ CA
.. • O
(T31203�
�--�
5. J U L 2 5 2007
WATER QUALITY SECTION
U .. ASHEVILLE REGIONAL OFFICE
---�"'SEND'PHIS FORM PORTING DOCUMENTATION
WIT. H..RE.QUJ.RED_:AZTACHf1l}j=. iS THE FOLLOWING ADDRESS
V\- ROGER C. EDWARDS
SURFACE WATER PROTECTION SUPERVISOR
ASHEVILLE REGIONAL OFFICE
2090 US HIGHWAY 70
SWANNANOA, NC 28778
The Permittee is responsible for tracking all partial certifications up until a final certification is received. Any wastewater flow
made tributary to the wastewater collection system extension prior to completion of this Engineer's Certification shall be
considered a violation of the permit and shall subject the Permittee to appropriate enforcement actions.

'Ten Cate Nicolon
Mirafi°
P— luets
"�
365 South Holland Drive
• HS-Series
Miramat°
�;
Project cF�v���C,,r
_
Pendergrass, GA 30567
Tel: [phone]
HP -Series
' X-Series
- Miratak
• Mirapave
Sheet No.
Of —Zi
Toll Free: 888-795-0808
Fax: [phone]
• N-Series
•. Filterweave°
• Geotube°
• MCF1212
Calculated By.
Date
www.mirafii.com
Miragrid° XT
• BasXgrid®
Checked B y
• Silt Fence
• Miraweb®
hate
Scale
car 3 17 S` c�T
3 7,5
ell, C17,
u-VLw. 2-5-`2001-
WATER QUALITY SECTION ?`R �:
` - ASHEVILLE REGIONAL
OZ`
/ [t
f
V,� _ �. �(- e f:l�' �h �.�. c.,�.,'.l � � c,�•,�,�'
Jul` (�% -
/� 1 I
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e" C(ti V2 lob fE � fh — v i
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-mac.

Ten Cate Nicolon .
365 South Holland Drive
Pendergrass, GA 30567
Tel: [phone]
Toll Free: 888-795-0808
Fax: [phone]
www.mirafi.com
Ml AO P- Acts
• HS-Series • Miramat®
• HP -Series • Miratak
• X-Series • Mirapave
• N-Series • Geotube®
• Filterweave° • MCF1212
• Miragrid° XT • BasXgrid°
• Silt Fence • Miraweb®
Project 3(kr- e
Sheet No.
WME
Calculated By A/I Alf
Checked By
Scale
P16fl5
i--
Of 2—
Date s�z-`bJ,
Date
r��

Pump Selection for a Non -Pressurized System
Design Flow Rate
10 gpm
Distributing Valve Model
None
Lift to Discharge
10.0 feet
Transport Length
3793.0 feet
Transport Line Size
1.26 inches
Transport Pipe Class/Schedule
40
Discharge Assembly Size
1.26 inches
Flow Meter
None inches
'Add -on' Friction Losses
0.0 feet
vwwuwawna
Head Loss Through Distributing Valve
0.0 feet
Head Loss in Transport Pipe
66.7 feet
Head Loss Through Discharge
0.6 feet
Head Loss Through Flow Meter
0.0 feet
'Add -on' Friction Losses
0.0 feet
Total Flow Rate
10.0 gpm
TDH
66.2 feet
3f
30
10C
50
0
0 3 6 9 12 15
Net Discharge, gpm
Orenco Systems`
Incorporated
814 AIRWAYAVENUE
SUTHERLIN, OREGON
97479
TOLL FREE:
[phone]
TELEPHONE
[phone]
FACSIMILE:
[phone]
www.orenco.com

Pump Selection for a Non -Pressurized System
...r................... -
Design Flow Rate
10 gpm
Distributing Valve Model
None
Lift to Discharge
10.0 feet
Transport Length
3793.0 feet
Transport Line Size
1.25 Inches
Transport Pipe Class/Schedule
40
Discharge Assembly Size
1.26 inches
Flow Meter
None inches
'Add -on' Friction Losses
26.0 feet
V gILr41q LI VII-J
Head Loss Through Distributing Valve
0.0 feet
Head Loss in Transport Pipe
66.7 feet
Head Loss Through Discharge
0.6 feet
Head Loss Through Flow Meter
0.0 feet
'Add -on' Friction Losses
25.0 feet
Total Flow Rate
10.0 gpm
TDH
91.2 feet
3
101
5C
u
3 6 9 12 15
Net Discharge, gpm
Orenco systems"
Incorporated
814 AIRWAY AVENUE
SUTHERLIN,OREGON
97479
TOLL FREE:
[phone]
TELEPHONE:
[phone]
FACSIMILE:
[phone]
www.orenco.com

OF
Michael F. Easley, Governor
W ATFR
William G. Ross Jr., Secretary
dt 7 North Carolina Department of Environment and Natural Resources
>_ f Alan W. Klimek, P.E., Director
D U K,
Division of Water Quality
.: Asheville
F
May 18, 2007 r
Mr. William G. Stamey, Town Manager
Town of Canton
58 Park Street
Canton, North Carolina 28716
Subject: Permit No. WQ0030407 Modification
Town of Canton
Buckeye Construction
Wastewater Collection System Extension
Haywood County
Dear Mr. Stamey:
In accordance with your application received on May 4, 2007 we are forwarding herewith Permit
No. WQ0030407 Modification, dated May 18, 2007, to the Town of Canton for the construction and
operation of the subject wastewater collection system extension. This permit shall be effective from the
date of issuance until rescinded, shall void Permit No. WQ0030407 issued on June 19, 2006 and shall
be subject to.the conditions and limitations as specified therein. This cover letter shall be considered a
part of this permit and is incorporated therein by reference. The modification places responsibility for
the construction and operation of the related sewage pumping station on Buckeye Realty, LLC. Please
send Rov Davis or Don Price a CODV of the "notice to Droceed" issued to vour contractor for this
collection system extension.
Please pay particular attention to Permit Condition 3 which requires that the wastewater
collection facilities be properly operated and maintained in accordance with 15A NCAC 2T .0403 or any
individual system -wide collection system permit issued to the Permittee.
Permitting of this project does not constitute an acceptance of any part of the project that does
not meet 15A NCAC 2T .0200; the Division of Water Quality's (Division) Gravity Sewer Minimum
Design Criteria adopted February 12, 1996 as applicable; and the Division's Minimum Design Criteria
for the Fast -Track Permitting of Pump Stations and Force Mains adopted June 1, 2000 as applicable,
unless specifically mentioned herein. Division approval is based on acceptance of the certification
provided by the North Carolina -licensed Professional Engineer named in the application. It shall be the
Permittee's responsibility to ensure that the as -constructed project meets the appropriate design criteria
and rules. Failure to comply may result in penalties in accordance with North Carolina General Statute
§143-215.6A through §143-215.6C, construction of additional or replacement wastewater collection
facilities, and/or referral of the North Carolina -licensed Professional Engineer to the licensing board.
Asheville Regional Office Internet www.ncwaterquality.org
2090 US Highway 70, Swannanoa, NC 28778 Telephone [phone] Fax [phone] NOne
orthCarolina
DENR Customer Service Center Telephone [phone] NaturallJ
An Equal Opportunity Action Employer 50% recycled/10% post -consumer paper

Town of Canton May 18, 2007 Page 2
In accordance with the provisions of Article 21 of Chapter 143, General Statutes of North
Carolina as amended, and other applicable Laws, Rules, and Regulations, permission is hereby
granted to the Town of Canton for the construction and operation of approximately 3,351 linear feet of
1.25-inch diameter force main to serve a sewage pumping station belonging to Buckeye Realty, LLC,
which serves Buckeye Construction, and the discharge of the collected domestic wastewater into the
Town of Canton's existing sewerage system, pursuant to the application received on May 4, 2007 and
in conformity with 15A NCAC 2T .0200; the Division's Gravity Sewer Minimum Design Criteria adopted
February 12, 1996 as applicable; the Division's Minimum Design Criteria for the Fast -Track Permitting
of Pump Stations and Force Mains adopted June 1, 2000 as applicable; and other supporting data
subsequently filed and approved by the Department of Environment and Natural Resources and
considered a part of this permit.
The sewage and wastewater collected by this system shall be treated in the Blue Ridge Paper
Company Wastewater Treatment Facility (Permit No. NC0000272) prior to being discharged into the
receiving stream.
If any parts, requirements, or limitations contained in this permit are unacceptable, you have the
right to request an adjudicatory hearing upon written request within 30 days following receipt of this
permit. This request must be in the form of a written petition, conforming to Chapter 150B of North
Carolina General Statutes; and filed with the Office of Administrative Hearings, 6714 Mail Service
Center, Raleigh, NC 27699-6714. Unless such demands are made, this permit shall be final and
binding.
If you need additional information concerning this matter, please contact Roy Davis at (828)
296-4500.
cc:
Martin A. Shumpert, PE
PERCS Files
Sincerely,
for Alan W. Klimek, P.E., Director
Division of Water Quality

NORTH CAROLINA
ENVIRONMENTAL MANAGEMENT COMMISSION
DEPARTMENT OF ENVIRONMENT AND NATURAL RESOURCES
TOWN OF CANTON
BUCKEYE CONSTRUCTION
HAYWOOD COUNTY
WASTEWATER COLLECTION SYSTEM EXTENSION PERMIT WQ0030407
This permit shall be effective from the date of issuance until rescinded and shall be subject to the
following specified, conditions and limitations:
This permit shall become voidable unless the wastewater collection facilities are constructed in
accordance with the conditions of this permit; 15A NCAC .0200; the Division of Water Quality's
(Division) Gravity. Sewer Minimum Design Criteria adopted February 12, 1996 as applicable; the
Division's Minimum Design Criteria for the Fast -Track Permitting of Pump Stations and Force
Mains adopted June 1, 2000 as applicable; and other supporting materials unless specifically
mentioned herein.
2. This permit shall be effective only with respect to the nature and volume of wastes described in the
application and other supporting data.
3. The wastewater collection facilities shall be properly maintained and operated at all times. The
Permittee shall maintain compliance with an individual system -wide collection system permit for the
operation and maintenance of these facilities as required by 15A NCAC 2T .0403. If an individual
permit is not required, the following performance criteria shall be met as provided in 15A NCAC 2T
.0403:
a. The sewer system shall be effectively maintained and operated at all times to prevent
discharge to land or surface waters, and any contravention of the groundwater standards in
15A NCAC 2L .0200 or the surface water standards in 15A NCAC 213 .0200.
b. A map of the sewer system shall be developed and shall be actively maintained.
c. An operation and maintenance plan shall be developed and implemented.
d. Pump stations that are not connected to a telemetry system shall be inspected every day (i.e.
365 days per year). Pump stations that are connected to a telemetry system shall be
inspected at least once per week.
e. High -priority sewer lines shall be inspected at least once per every six-month period of time.
f. A general observation of the entire sewer system shall be conducted at least once per year.
g. Inspection and maintenance records shall be maintained for a period of at least three years.
h. Overflows and bypasses shall be reported to the appropriate Division regional office in
accordance with 15A NCAC 213 .0506(a), and public notice shall be provided as required by
North Carolina General Statute §143-215.1 C.

Permit No W00030407 Modification Town of Canton, Buckeye Construction, Haywood County, May 18 2007
4. This permit shall not be transferable. In the event there is a desire for the wastewater collection
facilities to change ownership, or there is a name change of the Permittee, a formal permit request
shall be submitted to the Division accompanied by documentation from the parties involved, and
other supporting materials as may be appropriate. The approval of this request shall be
considered on its merits and may or may not be approved.
5. Construction of the gravity sewers, pump stations, and force mains shall be scheduled so as not to
interrupt service by the existing utilities nor result in an overflow or bypass discharge of wastewater
to the surface waters of the State.
6. Upon completion of construction and prior to operation of these permitted facilities, a certification, a
copy of the construction record drawings, as well as supporting design calculations for any pump
stations permitted as part of this project shall be received from a North Carolina -licensed
Professional Engineer certifying that the facilities have been installed in accordance with this
permit; 15A NCAC 2T .0200; the Division's Gravity Sewer Design Criteria adopted February 12,
1996 as applicable; the Division's Minimum Design Criteria for the Fast -Track Permitting of Pump
Station and Force Main adopted June 1, 2000 as applicable; and other supporting materials. If this
project is to be completed in phases and partially certified, you shall retain the responsibility to
track further construction approved under the same permit, and shall provide a final certificate of
completion once the entire project has been completed. A copy of the construction record
drawings, indicating the facilities constructed in the phase being certified, shall be submitted with
each partial certification. Mail the Engineer's Certification, one copy of the "Construction Record
Drawings," and one copy of the supporting design calculations to the Non -Discharge Permitting
Unit, 1617 Mail Service Center, Raleigh, NC 27699-1617.
7. A copy of the construction record drawings shall be maintained on file by the Permittee for the life
of the wastewater collection facilities.
8. Failure to abide by the conditions and limitations contained in this permit; 15A NCAC 2T .0200; the
Division's Gravity Sewer Design Criteria adopted February 12, 1996 as applicable; the Division's
Minimum Design Criteria for the Fast -Track Permitting of Pump Station and Force Mains adopted
June 1, 2000 as applicable; and other supporting materials may subject the Permittee to an
enforcement action by the Division, in accordance with North Carolina General Statutes §143-
215.6A through §143-215.6C.
9. In the event that the wastewater collection facilities fail to perform satisfactorily, including the
creation of nuisance conditions, the Permittee shall take immediate corrective action, including
those as may be required by this Division, such as the construction. of additional or replacement
facilities.
10. The issuance of this permit shall not exempt the Permittee from complying with any and all
statutes, rules, regulations, or ordinances that may be imposed by other government agencies
(local, state and federal) which have jurisdiction, including but not limited to applicable river buffer
rules in 15A NCAC 2B .0200, erosion and sedimentation control requirements in 15A NCAC Ch. 4
and under the Division's General Permit NCG010000, and any requirements pertaining to wetlands
under 15A NCAC 2B .0200 and 15A NCAC 2H .0500.
11. Noncompliance Notification:
The Permittee shall report by telephone to a water quality staff member at the Asheville Regional
Office, telephone number [phone], as soon as possible, but in no case more than 24 hours
or on the next working day, following the occurrence or first knowledge of the occurrence of either
of the following:

Permit No VV00030407 Modification Town of Canton Buckeye Construction, Haywood County, May 18. 2007
a. Any process unit failure, due to known or unknown reasons, that renders the facility incapable
of adequate wastewater transport, such as mechanical or electrical failures of pumps, line
blockage or breakage, etc.; or
b. Any failure of a pumping station or sewer line resulting in a by-pass directly to receiving waters
without treatment of all or any portion of the influent to such station or facility.
Voice mail messages or faxed information is permissible but this shall not be considered as the
initial verbal report. Overflows and spills occurring outside normal business hours may also be
reported to the Division of Emergency Management at telephone number [phone] or (919)
733-3300. Persons reporting any of the above occurrences shall file a spill report by completing
Part I of Form CS-SSO (or the most current Division approved form), within five days following first
knowledge of the occurrence. This report shall outline the actions taken or proposed to ensure that
the problem does not recur. Per Condition 1(2), Part 11 of Form .CS-SSO (or the most current
Division approved form) can also be completed to show that the SSO was beyond control.
Permit issued this the 18th day of May, 2007
NORTH CAROLINA ENVIRONMENTAL MANAGEMENT COMMISSION
for'Al.j W. Klimek, P.E., Director
Division of Water Quality
By Authority of the Environmental Management Commission
Permit Number WQ0030407 Modification

Permit No W00030407 Modification Town of Canton Buckeye Construction, Haywood County. May 18, 2007
ENGINEERING CERTIFICATION — POST CONSTRUCTION
System Description:
3,351 linear feet of 1.25-inch diameter force main
Complete and submit this form to the Asheville regional office with the following:
• One copy of the project record drawings (plan & profile views of sewer lines) of the wastewater collection
system extension
• supporting design calculations (selected pumps, system curve, operating point, available storage if portable
generator(s) or storage greater than longest past three year outage reliability option selected) for any pump
stations permitted as part of this project
• Changes to the project should be clearly identified on the record drawings or in written summary form. Permit
modifications are required for any changes resulting in non-compliance with this permit, regulations or
minimum design criteria.
This project shall not be considered complete nor allowed to operate until this Engineer's Certification and all
required supporting documentation have been received by the Division. Therefore, it is highly recommended
that this certification be sent in a manner that provides proof of receipt by the Division.
ENGINEER'S CERTIFICATION
❑ Partial ❑ Final
I, as a duly registered Professional Engineer in the State of North Carolina, having
been authorized to observe (❑ periodically, ❑ weekly, ❑ full time) the construction of the above referenced
project for the Permittee hereby state that, to the best of my abilities, due care and diligence was used in the
observation of the construction such that the construction was observed to be built within substantial compliance
of this permit; 15A NCAC 2T .0200; the Division of Water Quality's (Division) Gravity Sewer Minimum Design
Criteria adopted February 12, 1996 as applicable; the Division's Minimum Design Criteria for the Fast -Track
Permitting of Pump Stations and Force Mains adopted June 1, 2000 as applicable; and other supporting
materials.
North Carolina Professional Engineer's
seal, signature, and date:
............................ ............. .............................................................
:
SEND THIS FORM & SUPPORTING DOCUMENTATION
WITH REQUIRED ATTACHMENTS TO THE FOLLOWING ADDRESS
ROGER C. EDWARDS
SURFACE WATER PROTECTION SUPERVISOR
ASHEVILLE REGIONAL OFFICE
2090 US HIGHWAY 70
SWANNANOA, NC 28778
....................................................................................................:
The Permittee is responsible for tracking all partial certifications up until a final certification is received. Any wastewater flow
made tributary to the wastewater collection system extension prior to completion of this Engineer's Certification shall be
considered a violation of the permit and shall subject the Permittee to appropriate enforcement actions.

C-TkACK APPLICATION for
OF WATF,4
MAY
State of North Carolina
QG
— 4 2QWepa
r it
nt of Environment and Natural Resources
\off
Division of Water Quality
WATER QUALITY SECTION
ASHEVILLE REGIONAL OFFICE
FAST -TRACK APPLICATION
>eor;GRA .: �`SEWE
UM STATIONS, AND FORCE MAINS
- , • . _ ... , : _. (Picssure sewers systems are not to be included as part of this application package)
INSTRUCTIONS: Indicate that you have included/addressed the following list of required application package items by
checking the space provided next to each applicable item. Failure to submit all required items will lead to your application
being returned as incomplete. This form may be photocopied for use as an original.
® I. Application Form - Submit one original and one copy of the completed and appropriately executed application
form. Any changes to this form will result in the application being returned. The Division of Water Quality
(Division) will only accept application packages that have been fully completed with all applicable items
addressed. You do not need to submit detailed plans and specifications unless you respond NO to Item B(12).
® 11. Application Fee - Submit a check in the amount of $400 made payable to: North Carolina Department of
Environment and Natural Resources (NCDENR). Checks shall be dated within 90 days of application submittal.
❑ III. Certificates of Public Convenience and ,Necessity — If the application is being submitted in the name of a
privately -owned public utility, submit two copies of the Certificate of Public Convenience and Necessity (CPCN)
which demonstrates that the public utility is authorized to hold the utility franchise for the area to be served by the
sewer extension. If a CPCN has not been issued, provide two copies of a letter from the North Carolina Utilities
Commission's Public Staff that states that an application for a franchise has been received, that the service area
is contiguous to an existing franchised area, and/or that franchise approval is expected. The project name in the
CPCN or letter must match that provided in Item A(2a) of this application.
❑ IV. Operational Agreements — Submit one original and two copies of a properly executed operational agreement if
the sewer extension is permitted by a private applicant and will be serving residential or commercial lots (e.g.,
houses, condominiums, townhomes, outparcels, etc.) that will be sold -to another entity. If the applicant is a
homeowners' association, use Form HOA 02/03. If the applicant is a developer, use Form DEV 02/03. EVEN IF
THE PROJECT WILL BE TURNED OVER TO A MUNICIPALITY, FORM DEV 02/03 IS REQUIRED.
® V. Flow Acceptance Letters — If the owner of the downstream sewers and/or WWTF is different from the applicant,
submit two copies of a flow acceptance letter from the owner of the downstream sewers and WWTF, if different.
Flow acceptance letters must contain the following minimum information: applicant and project name, amount of
flow accepted, and name and permit number of the receiving sewers/WWTF. The flow acceptance must not
expire prior to permit issuance and must be dated less than a year prior to the application date..
Intergovernmental agreements or other contracts will not be accepted in lieu of a project -specific flow acceptance
letter.
® VI. Map — Submit an 8.5-inch by 11-inch COLOR copy of the portion of a 7.5-minute USGS Topographic Map along
with this form. The map should identify the entire project area location as well as the closest downslope surface
waters as clearly as possible. Each map portion must be labeled with the map name and number, the identified
location of the sewer line and pump stations, and be of Gear and reproducible quality. For instance, if the project
involves 4 miles of interceptor sewer that traverses over or near several different waterbodies (or counties,
basins, etc.), the map should have location ID's shown for each different waterbody (where the sewer line is within
100 feet of such waterbody - see Instruction VII). This location ID is self chosen and used to cross reference the
location in Section C of the permit application.
® VII. Stream Classifications — Section C
• If any portion of the project is within 100 feet of any down slope surface water, Section C must be completed
for the pertinent sections.
• If the entire project area is a minimum of 100 feet away from any down slope surface waters BUT there is a
pump station involved where a history of power outage is to be used to provide adequate design storage
instead of dual feed or permanent or portable generator, Section C must be completed to demonstrate that
the closest down slope surface water is Class C (see 15A NCAC 2H .0219(h)(3)(13)).
• Use the guidance document entitled, "Determining Watershed Classifications for Form FTA 02/03 (Fast -Track
Sewer Systems)" available from http://h2o.enr.state.nc.us/peres or by contacting the appropriate regional
office.
FTA 02/03 - Rev. 3 04105

FAST -TRACK APPLICATION for GRAVITY SEWERS, PUMP STATIONS, AND FORCE MAINS PAGE 2
❑ Vill. Environmental Assessments — If this project is subject to an Environmental Assessment (EA) [15A NCAC
01C], this application can not be used. Send the project application on Form PSFMGSA 10/99 to the PERCS
Unit, 1617 Mail Service Center, Raleigh, NC 27699-1617. Applications can not be accepted until a Finding of No
Significant Impact (FONSI) or Environmental Impact Statement (EIS) has been issued. A copy is to be submitted
with that permit application.
® IX. Certifications — Section D
The application must be certified by both the applicant and a North Carolina Registered Professional Engineer
(PE). The applicant signature must match the signing official listed in Item A(1b). The PE should NOT certify the
application if he/she is unfamiliar with 15A NCAC 2H .0200, the Gravity Sewer Minimum Design Criteria (most
recent version) and the Minimum Design Criteria for the Fast -Track Permitting of Pump Stations and Force Mains
(most recent version), as applicable to the project. Certification by a PE who is unfamiliar with these documents
is subject to NC Board referral.
® X. Downstream Sewer & Wastewater Treatment Plant Capacity
The applicant has assured downstream pipe, pump station and treatment plant capacity. The addition of new
sources of wastewater from this project has been evaluated along the route to the receiving treatment plant. The
flow from this project will not cause capacity related sanitary sewer overflows or overburden any downstream
pump station en route to the receiving wastewater treatment plant. If the applicant is not the owner of the
downstream sewer or receiving treatment plant, submittal of flow acceptance letter(s) indicates that owner has
adequate capacity and will not violate G.S. 143-215.67(a).
THE COMPLETED FTA 02103 APPLICATION PACKAGE, INCLUDING ALL SUPPORTING DOCUMENTS AND $400
FEE, SHOULD BE SENT TO THE APPROPRIATE REGIONAL OFFICE
REGIONAL OFFICE
ADDRESS
COUNTIES SERVED
Asheville Regional Office
2090 US Highway 70
Avery, Buncombe, Burke, Caldwell,
Swannanoa, North Carolina 28778
Cherokee, Clay, Graham, Haywood,
[phone]
Henderson, Jackson, Macon, Madison,
[phone] Fax
McDowell, Mitchell, Polk, Rutherford,
Swain, Transylvania, Yancey
Fayetteville Regional Office
225 Green Street Suite 714
Anson, Bladen, Cumberland, Harnett,
Fayetteville, North Carolina 28301
Hoke, Montgomery, Moore, Robeson,
[phone]
Richmond, Sampson, Scotland
[phone] Fax
Mooresville Regional Office
610 E. Center Avenue, Suite 301
Alexander, Cabarrus, Catawba,
Mooresville, North Carolina 28115
Cleveland, Gaston, Iredell, Lincoln,
[phone]
Mecklenburg, Rowan, Stanly, Union
[phone] Fax
Raleigh Regional Office
1628 Mail Service Center
Chatham, Durham, Edgecombe, Franklin,
Raleigh, North Carolina 27699-1628
Granville, Halifax, Johnston, Lee, Nash,
[phone]
Northampton, Orange, Person, Vance,
919 571-4718 Fax
Wake, Warren, Wilson
Washington Regional Office
943 Washington Square Mall
Beaufort, Bertie, Camden, Chowan,
Washington, North Carolina 27889
Craven, Currituck, Dare, Gates, Greene,
[phone]
Hertford, Hyde; Jones, Lenoir, Martin,
[phone] Fax
Pamlico, Pasquotank, Perquimans, Pitt,
Tyrrell, Washington, Wayne
Wilmington Regional Office
127 Cardinal Drive Extension
Brunswick, Carteret, Columbus, Duplin,
Wilmington, North Carolina 28405
New Hanover, Onslow, Pender
[phone]
[phone] Fax
Winston-Salem Regional Office
585 Waughtown Street
Alamance, Alleghany, Ashe, Caswell,
Winston-Salem, North Carolina 27107
Davidson, Davie, Forsyth, Guilford,
[phone]
Rockingham, Randolph, Stokes, Surry,
[phone] Fax
Watauga, Wilkes, Yadkin
For more information, visit our web site at: httpYlh2o.enrstate. naus/perest
FTA 02/03 - Rev. 3 04/05

, FA§T-TRACK APPLICATION for GRAVITY SEWERS, PUMP STATIONS, AND FORCE MAINS PAGE 3
1 �
USE THE TAB KEY TO MOVE FROM FIELD TO FIELD!
1. Owner.
I1 a. Town of Canton, NC
Full Legal Name (company, municipality, HOA, utility, etc.)
Z
0
+1 b. William G. Stame , Town Manager
Signing Official Name and Title (Please review 15A NCAC 2H .0206(b) for authorized signing officials!)
1c. The legal entity who will own this system is:
❑ Individual ❑ Federal ® Municipality ❑ State/County ❑ Private Partnership ❑ Corporation ❑ Other (specify):
0
1 d. 58 Park Street I e. Canton
Z_-
Mailing Address City
-- - - - --- ---- -- — ---- --
1f. NC 1g. 28716
Z
State Zip Code
--- -
1 h. 828-648-2363 11. 828-646-3419 11j.-
B
Telephone Facsimile E-mail
()
_ _
2. Project (Facility) Information:
•..I
2a. Pump Station/Force Main for Buckeye Construction 2b.
a
-Haywood
Brief Project Name (permit will refer to this name) County Where Project is Located
a
3. Contact Person:
a
3a. Mark Shum ert, Civil Engineer
Name and Affiliation of Someone Who Can Answer Questions About this Application
;3b. 828-452-4410 — 3c [e-mail]
Phone Number E-mail
;1. Project is ❑ New ® Modification (of an existing permit) If Modification, Permit No.: WQ00030407
For modifications, attach a separate sheet clearly explaining the mason for the modification (i.e. adding another
phase, changing line sizellength, etc.). Only include the modified information in this permit application - do not
duplicate project information in B(?) and B(10-11) that has already been included in the original permit
2. Owner is ® Public (skip to Item B(3)) ElPrivate (go to Item 2(a))
2a. If private, applicant will be: j 2b. If sold, facilities owned by a (must choose one
❑ Retaining Ownership (i.e. store, church, single office, etc.) or ❑ Public Utility (Instruction III)
Z
❑ Leasing units (lots, townhomes, etc. - skip to Item B(3)) j ❑ Homeowner Assoc./Developer (Instruction IV)
0
❑ Selling units (lots, townhomes, etc. - go to Item B(2b))
1-
;3. Blue Ridge Paper Products, Inc
Owner of Wastewater Treatment Facility (WWTF) Treating Wastewater From This Project
'4a. Blue Ridge Paper Products WWTF 4b. NC 0000272
0
Name of WWTF WWTF Permit No.
LL
15a. Town of Canton, NC
5b. 2"
❑ Gravity 15c. WQ CS 00307
Z
; Owner of Downstream Sewer
Receiving Sewer Size
® Force Main Permit Number of Downstream Sewer (if known)
H
6. The origin of this wastewater is (check all that apply):
❑ Residential Subdivision ❑ Car Wash
❑ Apartments/Condominiums ❑ Institution 100 % Domestic/Commercial
W
❑ Mobile Home Park ; ❑ Hospital
0-
❑ School i ElChurch Obi Industnal
m
❑ Restaurant ❑ Nursing Home % Othe(8pecity) _
® Office ! ❑ Other (specify):
i
7. Volume of wastewater to be allocated for this particular project: 375 gallons per,;c3
`Do not include previously permitted allocations
MAY - 4 2007
8. If the permitted flow is zero, indicate why:
❑ Interceptor Line - Flow will be permitted in subsequent permits that connect .to :t is line
ElFlow has already been allocated in Permit No. WATER QUALITY SECTION
❑ Rehabilitation or replacement of existing sewer with no new flow expected ASHEVILLE REGiONAL OFFICE
FTA 02/03 - Rev. 3 04/05

VAST -TRACK APPLICATION for GRAVITY SEWERS, PUMP STATIONS, AND FORCE MAINS PAGE 4
+9. Provide the wastewater flow calculations used in determining the permitted flow in accordance with 15A NCAC 2H
! .0219(I) for Item B(7) or the design flow for line or pump station sizing if zero flow in the space below. Values other than
! that in 15A NCAC 2H .0219(0(1-2) must be supported with actual water or wastewater use data in accordance with 15A
NCAC 2H .0219(1)(3).
15 office employees x 25 GPD/employee = 375 GPD
i
11-0. Summary of Sewer Lines to be Permitted (attach additional sheets if necessary)
}
Gravity or Force Main
Size (inches) i Length (feet)
(use the pull down menu)
i
! 1.25
i
3351
—
{ Force Main
�
i
I
I
I
'
0
Z
Z
ENTER TOTAL LINE LENGTH IN MILES!
0.63
I
V111.
Summary of Pump Stations to be Permitted (attach additional sheets as necessary)
Z
Location ID
Power Reliability Option
(self chosen - as shown on
for cross-reference)
Design Flow
(MGD)
I Operational Point
j GPM @ TDH
(1- dual line feed; 2- permanent generator w/ATS; 3-
w/telemetry; 4-wet well storage)
plans
; _portable generator
O
L
-
---
Z--
F-
12. Does the sewer system comply with the Minimum Design Criteria for the Fast Track Permitting of Pump Stations and Force
i
Mains (latest version), the Gravity Sewer Minimum Design Criteria (latest version) and 15A NCAC 2H .0200 as applicable?
LU
® Yes ❑ No If no, please reference the pertinent minimum design criteria or regulation and indicate why a
a i
variance is requested. SUBMIT TWO COPIES OF PLANS, SPECIFICATIONS OR CALCULATIONS
PERTINENT TO THE VARIANCE WITH YOUR APPLICATION
m !
I
i
I
I
I
i13.
Have the following permits/certifications been submitted for approval?
Wetland/Stream Crossings - General Permit or 401 Certification? ❑ Yes ❑ No ® N/A
Sedimentation and Erosion Control Plan? ❑ Yes ❑ No ® NIA
Stormwater? ❑ Yes [-]No ® N/A
14. Does this project involve aerial lines or siphons? Check if yes: ❑
These_lines_will be_considemd hiahcriodty and_must be checked once_every six months_
115. Does this project have gravity sewer lines designed at minimum slopes? ❑
Be aware that the Division will not accept installed lines more than 10% flatter than the minimum slope. Lines installed outside this tolerance should be
G corrected prior to submitting the final engineering certification..
FTA 02/03 - Rev. 3 04/05

PAST -TRACK APPLICATION for GRAVITY SEWERS, PUMP STATIONS, AND FORCE MAINS, PAGE 5
1. Use the Division's guidance document entitled, "DETERMINING STREAM CLASSIFICATIONS FOR FORM FTA 02103
{ (FAST TRACK SEWER SYSTEMS)" to collect and record the stream classification data below (attach additional sheets as
necessary). This document is available from our web site or by contacting the appropriate Division of Water Quality
Z
regional office (see instructions for addresses) OR indicate the following:
❑ A Stream Classification is not needed because all parts of the project are at least 100 feet away from any down slope
Qf
waterbody; AND,
(,�
❑ A Stream Classification is not needed because the design does not depend on wet well storage as a power reliability
option for any pump station near a Class C down slope waterbody.
Location ID on Map
Q
(self chosen - as shown on
t map for cross-reference)
Name of i
Waterbody County
River Basin
Waterbody Stream
Index.,
Waterbody
Classification
J
! —
—
(�.
3
Murray Branch Haywood
French Broad
5-9 '.'
C
UJ
Submit the 8.5" x 11" COLOR topographic map as required in Instruction VI
regardless of whether a classification is provided!
{1. Applicant's Certification:
1, William G. Stamey, attest that this application for Pump Station/Force Main for Buckeye Construction
has been reviewed by me and is accurate and complete to the best of my knowledge. I understand that if all required
parts of this application are not completed and that if all required supporting documentation and attachments are not
included, this application package is subject to being returned as incomplete. Note: In accordance with North Carolina
General Statutes 143-215.6A and 143-215.6B, any person who knowingly makes any false statement, representation, or
certification in any application shall be guilty of a Class 2 misdemeanor which may include a fine not to exceed $10,000
a_ ll s qjv I pe I es u 0 er violatio
1a. ',2-t7
Signing Official Signature Date
U) {
2. Professional Engineer's Certification:
Oi
I attest that this application for Pump Station/Force Main for Buckeye Construction has been reviewed by me and is
accurate, complete and consistent with the information in the engineering plans, calculations, and all other supporting
•—
Q
documentation to the best of my knowledge. I further attest that to the best of my knowledge the.proposed design has
in
1
i
been prepared accordance with the applicable regulations, Gravity Sewer Minimum Design Criteria for Gravity Sewers
L
adopted February 12, 1996, and the Minimum Design Criteria for the Fast -Track Permitting of Pump Stations and Force
LL
Mains adopted June 1, 2000 and the watershed classification in accordance with Division guidance. Although certain
portions of this submittal package may have been developed by other professionals, inclusion of these materials under my
signature and seal signifies that / have reviewed this material and have judged it to be consisteni with the proposed design.
W i
Note: In accordance with NC General Statutes 143-215.6A and 143-215.6B, any person who knowingly makes any false
(�
statement, representation, or certification in any application shall be guilty of a Class 2 misdemeanor which may include a
fine not to exceed $10, 000 as well as civil penalties up to $25, 000 per violation.
2a. Martin A. Shumpert
111 ///f
QARO
Professional Engineer Name
�. •oF.ESS/0?.•2%
S
203
% 2. •• F ' �, ••
%9'i�j; �.G�NE -
11iAl I SHVr, S'
alb Bradshaw Engineering, Inc
Engineering Firm _ I
2c. PO Box 1011
I Mailing Address _ ' '
2d. Waynesville 2e. NC f. 28786 I
2
City - State , Zip
Zg. 828-452-4410 2h. 828-456-5455 j2i. >mark@bradshawengineering.
I Telephone I Facsimile com E-mail i
Seal, Si 9 nature &Date
FTA 02/03 - Rev. 3 04/05

Ztifun of Canton, 'N. (f.,
Rey CAROB ,Ar,
WILLIAM G. STAMEY
TOWN MANAGER
May 22, 2006
NCDENR
Division Water Quality
2090 US Highway 70
Swannanoa, NC 28778
Re: Acceptance of Wastewater
To Whom It May Concern:
The Town of Canton hereby agrees to accept the wastewater generated by the Pump
Station and Force Main for Buckeye Construction Company into the Town's sewerage
collection system. Average flow of 375 gallons per day will be accepted into the system
under this authorization. The wastewater will be conveyed to the Blue Ridge Paper
Products, Inc. wastewater treatment plant for treatment under the Town of Canton's
existing 900,000 gallon per day flow allocation contract with the plant.
Sincerely,
•S
W.G. Stamey
Town Manager
WGS/ls
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SHEET TITLE:
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LOCATION MAP
BUCKEYE CONSTRUCTION
CIVIL ENGINEERING ■ LAND PLANNING
P.O. Box tcP,. Wes. . Nm C•mm• MM
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Bradshaw P.O Box 1011- Waynesville, NC 28786
Engineering Telephone: [phone]'- Fax: [phone] www.bradshawengineering.com
CIVIL ENGINEERING - LAND PLANNING
NCDENR
2090 US Highway 70
Swannanoa, NC 28778
RE: Modification of Permit No. WQ00030407
Pump Station/Force Main for Buckeye Realty, -LLC
Force Main for Town of Canton
Haywood County, NC
Dear Sir or Madam:
_ May 3, 2007
�. -
�C� .vE
MAY - 4 2007
I
WATER QUALITY SECTION
4 ASHEVILLE REGION.AI_ OFFICE
Please find enclosed the following items for the project noted above:
• One original and one copy of each Fast Track Application
Application fees in the amount of $800.00
• One letter from the Town of Canton regarding ownership of the pump station and force main
on the property belonging to Buckeye Realty, LLC.
Should you have any questions or need additional information please do not hesitate to contact
me.
Since ely, _
Mark Shumpert, PE
enc.

DATE INVOICE.NO.. DESCRIPTION ..INVOICE AMOUNT DEDUCTION BALANCE
.�
400.00•
1-16-07 011607 J47NW-
400.00
0
400.00Lq
WATtRt;Uf,
ASHEJIL�F
5-01-0
CHECK, ..
NUMBER ". 5946So
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® �x
�tsS 800.00
0
800.00

ENGINEERING CERTIFICATION — POST CONSTRJIC 7-- _ — j I,
System Description: i, JUL b /_'.i_i]
3,351 linear feet of 1.25-inch diameter force main
WATER QUALITY SECTiOiV
Complete and submit this form to the Asheville regional office wl,th t tM46� -
---•— One -copy -of the project -record -drawings (plan &profile vieU},s of sewer !i Q tie wastewater co
RYCA'ccca+F:W, t ,awcubEa@1Fr`.2¢a1J"Oa4
system extension
• supporting design calculations (selected pumps, system curve, operating point, available storage if portable
generator(s) or storage greater than longest past three year outage reliability option selected) for any pump
stations permitted as part of this project
• Changes to the project should be clearly identified on the record drawings or in written summary form. Permit
modifications are required for any changes resulting in non-compliance with this permit regulations or
minimum design criteria.
This project shall not be considered complete nor allowed to operate until this Engineer's Certification and all
required supporting documentation have been received by the Division. Therefore, it is highly recommended
that this certification be sent in a manner that provides proof of receipt by the Division.
ENGINEERS CERTIFICATION
❑ Partial PIFinal
I, a fit— - dwix4L, as a duly registered Professional Engineer in the State of North Carolina, having
been authorized to observe (periodically, ❑ weekly, ❑ full time) the construction of the above referenced
project for the Permittee hereby state that, to the best of my abilities, due care and diligence was used in the
observation of the construction such that the construction was observed to be built within substantial compliance
of this permit; 15A NCAC 2T .0200; the Division of Water Quality's (Division) Gravity Sewer Minimum Design
Criteria adopted February 12, 1996 as applicable; the Division's Minimum Design Criteria for the Fast -Track
Permitting of Pump Stations and Force Mains adopted June 1, 2000 as applicable; and other supporting
materials.
North Carolina Professional Engineer's
seal, signature, and date:
�111IIIII///
, CAR® 9 0\
� AL �%
t1203 C�
p'-*GIKE
0, 4 A I IS"�
SEND THIS FORM & SUPPORTING DOCUMENTATION
WITH REQUIRED ATTACHMENTS TO THE FOLLOWING ADDRESS
ROGER C. EDWARDS
SURFACE WATER PROTECTION SUPERVISOR
ASHEVILLE REGIONAL OFFICE
2090 US HIGHWAY 70
SWANNANOA, NC 28778
The Permittee is responsible for tracking all partial certifications up until a final certification is received. Any wastewater flow
made tributary to the wastewater collection system extension prior to completion of this Engineer's Certification shall be
considered a violation of the permit and shall subject the Permittee to appropriate enforcement actions.
t
z118�
�m�

F I LE
OF W AFR
OG
Michael F. Easley, .Governor
William G. Ross Jr., Secretary
��
North Carolina Department of Environment and Natural Resources
>)
AlaniW. Klimek, P.E., Director
Division of Water Quality
Asheville
June 19, 2006
Mr. William G. Stamey; Manager
Town of Canton
58 Park Street
Canton, North Carolina 28716
Subject: Permit No. W000030407
Town of Canton
Buckeye Construction
Wastewater Collection System Extension
Dear Mr. Stamey: Haywood County
In accordance with your application received on May 30, 2006, we are forwarding herewith
Permit No. WQ0030407, dated June 19, 2006, to the Town of Canton for the construction and -
operation of the subject wastewater collection system extension. This permit shall be effective from the
date of issuance until rescinded, and shall be subject to the conditions and limitations as specified
therein. This cover letter shall be considered a part of this permit and is therefore incorporated therein
by reference.
Please pay particular attention to Permit Condition 3, which requires that the wastewater
collection facilities be properly operated and maintained in accordance with 15A NCAC 2H .0227 or any
individual system -wide collection system permit issued to the Permittee.
Permitting of this project does not constitute an acceptance of any part of the project that does
not meet 15A NCAC 2H .0200; the Division of Water Quality's (Division) Gravity Sewer Minimum
Design Criteria adopted February 12, 1996 as applicable; and the Division's Minimum Design Criteria
for the Fast -Track Permitting of Pump Stations. and Force Mains adopted June. 1, 2000 as applicable,
unless specifically mentioned herein. Division approval is based on acceptance of the certification
provided by the North Carolina -licensed Professional Engineer named in the application. It shall be the
Permittee s responsibility to ensure that the as -constructed project meets the appropriate design criteria
and rules. Failure to comply may result in penalties in accordance with North Carolina General Statute
§143-215.6A through §143-215.6C, construction of additional or replacement wastewater collection
facilities, and/or referral of the North Carolina -licensed Professional Engineer to the licensing board.
In accordance with the provisions of Article 21 of Chapter 143, General Statutes of North
Carolina as amended, and other applicable Laws, Rules, and Regulations, permission is hereby
granted to the Town of Canton for the construction and operation of approximately 3,448 linear feet of
1.25-inch force main and a 11.7 gpm duplex grinder type lift station with telemetry and wet well storage
Asheville Regional Office
2090 US Highway 70, Swannanoa, NC 28778
Internet www.ncwaterquality.com
Telephone [phone] Fax [phone]
NorthCarolina
Aaturally
DENR Customer Service Center
An Equal Opportunity Action Employer
Telephone [phone]
50% recycled/10% post -consumer paper

Im
Town of Canton June 19, 2006 Page 2
to serve a proposed office building and the discharge of 375 gllons per day of collected domestic .
wastewater into Canton's existing sewerage system, pursuant to the application received on May 30,
2006 and in conformity with 15A NCAC 2H .0200; the Division's Gravity Sewer Minimum Design
Criteria adopted February 12, 1996 as applicable; the Division's Minimum Design Criteria for the Fast -
Track Permitting of Pump Stations and Force Mains adopted June 1, 2000 as applicable; and other
supporting data subsequently filed and approved by the Department of Environment and Natural
Resources and considered a part of this permit.
The sewage and wastewater collected by this system shall be treated in the Blue Ridge Paper
Products Wastewater Treatment Facility (Permit No. NC0000272) prior to being discharged into the
receiving stream.
If any parts, requirements, or limitations contained in this permit are unacceptable, you have the
right to request an.adjudicatory hearing upon written request within 30 days following receipt of this
permit. This request must be in the form of a written petition, conforming to Chapter 150B of North
Carolina General Statutes, and filed with the Office of Administrative Hearings, 6714 Mail Service
Center, Raleigh, NC 27699-6714. . Unless such demands are made, this permit shall be final and
binding.
4500.
If you need additional information concerning this matter, please contact Mr. Roy Davis at 296-
Sincerely,
for Alan W. Klimek, P.E., Director
Division of Water Quality
cc: Haywood County Building Inspector
L8�b:e� llesRegio;n-a� ic_e-_,iSur 6 ,--- .ater4Proteetion
Martin A. Shumpert, PE
Derric Brown, Blue Ridge Paper Products
PERCS Files

i
i
NORTH CAROLINA
ENVIRONMENTAL MANAGEMENT COI MISSION
DEPARTMENT OF ENVIRONMENT AND NATURAL RESOURCES
TOWN OF CANTON
WASTEWATER COLLECTION SYSTEM EXTENSION PERMIT NUMBER WQ0030407
BUCKEYE CONSTRUCTION
This "permit shall be effective from the date of issuance until rescinded and shall be subject to the
following specified conditions and limitations:
This permit shall become voidable unless the wastewater collection facilities are constructed in
accordance with the conditions of this. permit; 15A NCAC 2H .0200; the Division of Water Quality's
(Division) Gravity Sewer Minimum Design Criteria adopted February, 12, 1996 as applicable; the
Division's Minimum Design Criteria for the Fast -Track Permitting. of Pump Stations and Force
Mains adopted June 1, 2000 as applicable; and other supporting materials unless specifically
mentioned herein.
2. This permit shall be effective. only with respect to the nature and volume of wastes described in the
application and other supporting data.
3. The wastewater collection facilities shall be properly maintained and operated at all times. The
Permittee shall maintain compliance with an individual system -wide collection system permit for the
operation and maintenance of these facilities as required by 15A NCAC 2H .0227. If an individual
permit is not required, the following performance criteria shall be met as provided in 15A NCAC.2H
.0227:
a. The sewer system shall. be effectively,_ maintained and,,operated at all_, times_to.;prevent
discharge to land or surface waters; and"any contravention of the groiandwafer' standards in
15A NCAC 2L .0200 or the surface water standards in 15A NCAC 213 .0200.
b.. A map of the sewer system shall be developed. and shall be actively maintained.
c. An operation and maintenance plan. shall be developed and implemented.
d. Pump stations that are not connected to a telemetry system shall be inspected every day (i.e.
365 days per year). Pump stations that are connected to a telemetry system shall be
inspected at least once per week.
e. High -priority sewer lines shall be inspected at least once per every six-month period of time.
f. A general observation of the entire sewer system shall be conducted at least once per year.
g. Inspection and maintenance records shall be maintained for a period of at least three years.
Overflows and bypasses shall be reported to the appropriate Division regional office in
accordance with 15A NCAC 213 .0506(a), and public notice shall be provided as required by
North Carolina General Statute §143-215.1 C.

Permit No. W00030407. Town of Canton Buckeye Construction Haywood County June 19 2006
4. This permit shall not be transferable. In the event there is a desire for the wastewater collection
facilities to change ownership, or there is a name change of the Permittee, a formal permit request
shall be submitted. to the Division accompanied by documentation from the parties involved, and
other supporting materials as may be appropriate. The approval of this request shall be
considered on its merits and may or may not be approved.
5. Construction of the gravity sewers, pump stations, and force mains shall be scheduled so as not to
interrupt service by the existing utilities nor result in an overflow or bypass discharge of wastewater
to the surface waters of the State.
6. Upon completion of construction and prior to operation of these permitted facilities, a certification, a
copy of the construction record drawings, as well as supporting design calculations for any pump
stations permitted as part of this project shall be received from a North Carolina -licensed
Professional Engineer certifying that the facilities have been installed in accordance with this
permit; 15A NCAC 2H .0200; the Division's Gravity Sewer Design Criteria adopted February 12,
1996 as applicable; the Division's Minimum Design Criteria for the_ Fast -Track Permitting of Pump
Station and Force Main adopted June 1, 2000 as applicable; and other supporting materials. If this
project is to .be completed in phases and partially certified, you shall retain the responsibility to
track further construction approved under the same permit, and shall provide a final certificate of
completion once the entire project has been completed. A copy of the construction record
drawings, indicating the facilities constructed in the phase being certified, shall be submitted with
each partial certification. Mail the Engineer's Certification, one copy of the "Construction Record
Drawings," and one copy .of the supporting design calculations to the Non -Discharge Permitting
Unit, 1617 Mail Service Center, Raleigh, NC 27699-1617.
7. A copy of the construction record drawings shall be maintained on file by the Permittee for the life
of the wastewater collection facilities.
8. Failure to abide.by the conditions and limitations contained in this permit; 15A NCAC 2H .0200; the
Division's Gravity Sewer Design Criteria adopted February 12, 1996 as applicable; the Division's
Minimum Design Criteria for the Fast -Track Permitting of Pump. Station and Force Mains adopted
June 1, 2000 as applicable; and other supporting materials may subject the Permittee to an
enforcement action by the Division, in..accordance with North Carolina General Statutes §143-
215.6A through §143-215.6C.
9. In the event that the wastewater collection facilities fail to perform satisfactorily, including the
creation of nuisance conditions, the Permittee shall take immediate corrective action, including
those as may be required by this Division, such as the construction of additional or replacement
facilities.
10. The issuance of this permit shall not exempt the Permittee from complying with any and all
statutes, rules, regulations, or ordinances that may be imposed by other government agencies
(local, state and federal) which have jurisdiction, including but not limited to applicable river buffer
rules in 15A NCAC 2B .0200, erosion and sedimentation control requirements in 15A NCAC Ch. 4
and under the Division's General Permit NCG010000, and any requirements pertaining to wetlands
under 15A NCAC 213.0200 and 15A NCAC 2H .0500.
11. Noncompliance Notification:
The Permittee shall report by telephone to a water quality staff member at the Asheville Regional
Office, telephone number [phone], as soon as possible, but in no case more than 24 hours
or on the next working day, following the occurrence or first knowledge of the occurrence of either
of the following:
2

Permit No. WO0030407. Town of Canton Buckeye Construction Haywood County. June 19 2006
a. Any process unit failure, due to known or unknown reasons, that renders the facility incapable
of adequate wastewater transport, such as mechanical or electrical failures of pumps, line
blockage or breakage, etc., or
b. Any failure of a pumping station or sewer line resulting in a by-pass directly to receiving waters
without treatment of all or any portion of the influent to such station or facility.
Voice mail messages or faxed information is permissible but this shall not be considered as the
initial verbal report. Overflows and spills .occurring outside normal business hours may also be
reported to the Division of Emergency Management at telephone number [phone] or (919)
733-3300. Persons reporting. any of the above occurrences shall file a spill report by completing
Part I of Form CS-SSO (or the most current Division approved form), within five days following first
knowledge of the occurrence. This report shall outline the actions taken or proposed to ensure that
the problem does not recur. Per Condition 1(2), PartII of Form CS-SSO (or the most current
Division approved form) can also be completed to show that the SSO was beyond control.
Permit issued this the 191h day of June, 2006
NORTH CAROLINA ENVIRONMENTAL MANAGEMENT COMMISSION
for Ala ' W. Klimek, P.E., Director
Division of Water Quality
By Authority of the Environmental Management Commission
Permit Number WQ0030407

Permit No. W00030407. Town of Canton. Buckeye Construction Haywood County June 19 2006
ENGINEERING CERTIFICATION — POST CONSTRUCTION
System Description:
A 11.7 gpm duplex, grinder type pump station with wet well storage and 3,448 linear feet of 1.25-inch
force main
Complete and submit this form to the Asheville regional office with the following:
• One copy of the project record drawings (plan & profile views of sewer lines) of the wastewater collection
system extension
• supporting design calculations (selected pumps, system curve, operating point, available storage if portable
generator(s) or storage greater than longest past three year outage reliability option selected) for any pump
stations permitted as part of this project
• Changes to the project should be clearly identified on the record drawings or in written summary form. Permit
modifications are required for any changes resulting in non-compliance with this permit regulations or
minimum design criteria.
This project shall not be considered complete nor allowed to operate until this Engineer's Certification and all
required supporting documentation have been received by the Division. Therefore, it is highly recommended
that this certification be sent in a manner that provides proof of receipt by the Division.
ENGINEER'S CERTIFICATION
❑ Partial ❑ Final
, as a duly registered Professional Engineer in the State of North Carolina, having
been authorized to observe (❑ periodically, ❑ weekly, ❑ full time) the construction of the above referenced
project for the Permittee hereby state that, to the best of my abilities, due care and diligence was used in the
observation of the construction such that the construction was observed to be built within substantial compliance
of this permit; 15A NCAC 2H .0200; the Division of Water Quality's (Division) Gravity Sewer Minimum Design
Criteria adopted February 12, 1996 as applicable; the Division's Minimum Design Criteria for the Fast -Track
Permitting of Pump Stations and. Force Mains adopted June 1, 2000 as applicable; and other supporting
materials.
North Carolina Professional Engineer's
seal, signature, and date:
SEND THIS FORM & SUPPORTING DOCUMENTATION
WITH REQUIRED ATTACHMENTS TO THE FOLLOWING ADDRESS
ROGER C. EDWARDS
SURFACE WATER PROTECTION SUPERVISOR
ASHEVILLE REGIONAL OFFICE
2090 US HIGHWAY 70
SWANNANOA, NC 28778
The Permittee is responsible for tracking all partial certifications up until a final certification is received. Any wastewater flow
made tributary to the wastewater collection system extension prior to completion of this Engineer's Certification shall be
considered a violation of the permit and shall subject the Permittee to appropriate enforcement actions.

F/L
WQ003040
FAST-TTACK �t,PPLITION for GRA 7 VTTY SEWERS, PUMP STATIONS, AND FORCE l._
OF W ATF9 D u i State of North Carolina
pa' ' i ent of Environment and Natural Resources
�.� Division of Water Quality
r MAY 3 0 2006 - i Q h'
° < FAST -TRACK APPLICATION
1fdi + , 5,Et)�ER ,PUMP STATIONS, AND FORCE MAINS
ASHEVILLE REGIONAL O (Pressure seiwecs systems are not to be included as part of this application package)
L '" ,-I .
INSTRUCTIONS: Indicate that you have included/addressed the following list of required application package items by
checking the space provided next to each applicable item. Failure to submit all required items will lead to your application
being returned as incomplete. This form may be photocopied for use as an original.
01. Application Form - Submit one original and one copy of the completed and appropriately executed application
form. Any changes to this form will result in the application being returned. The Division of Water Quality
(Division) will only accept application packages that have been fully completed with all applicable items
addressed. You do not need to submit detailed plans and specifications unless you respond NO to Item B(12)
® II. Application Fee - Submit a check. in the amount of $400 made payable to: North ; Carolina Department of
Environment and Natural Resources (NCDENR). Checks shall be dated within 90 days of application submittal.
❑ Ill. Certificates of Public Convenience and Necessity — If the application is being submitted in the name of a
privately -owned public utility, submit two copies of the Certificate -of Public Convenience and Necessity (CPCN)
which demonstrates that the public utility is authorized to hold the utility franchise for the, area to be served by the
sewer extension. If a CPCN has not been issued, provide two copies of a letter from the North Carolina Utilities
Commission's Public Staff that states that an application for a franchise has been received, that the service area
is contiguous to an existing franchised area, and/or that franchise approval is expected.. The project name in the
CPCN or letter must match that provided in Item A(2a) of this application.
❑ IV. Operational Agreements — Submit one original and two copies of a properly executed operational agreement if
the sewer extension is permitted by a private applicant and will be serving residential ..or commercial lots (e.g.,
houses, condominiums, townhomes, outparcels, etc.) that will be sold to another entity. If the applicant is a
homeowners' association, use Form HOA 02103. if the applicant is a developer, use Form DEV 02/03. EVEN IF
THE PROJECT WILL BE TURNED OVER TO A MUNICIPALITY, FORM DEV 02/03 IS REQUIRED.
® V. Flow Acceptance Letters — If the owner of the downstream sewers and/or WWTF is different from the applicant,
submit two copies of a flow acceptance letter from the owner of the downstream sewers and VWVTF, if different.
Flow acceptance letters must contain the following minimum information: applicant and. project name, amount of
flow accepted, and name and permit number of the receiving sewersNVWTF. The flow acceptance must not
expire prior to permit issuance and must be dated less than a year prior to the application date.
Intergovernmental agreements or other contracts will not be accepted in lieu of a project -specific flow acceptance
letter.
® VI. Map — Submit an 8.5-inch by 11-inch COLOR copy of the portion of a 7.5-minute USGS Topographic Map along
with this form. The map should identify the entire project area location as well as the closest downslope surface
waters as clearly as possible. Each map portion must be labeled with the map name and number, the identified
location of the sewer line and pump stations, and be of clear and reproducible quality. For instance, if the project
involves 4 miles of interceptor sewer that traverses over or near several different waterbodies (or counties,
basins, etc.), the map should have location ID's shown for each different waterbody (where the sewer line is within
100 feet of such waterbody - see Instruction VII). This location ID is self chosen and used to cross reference the
location in Section C of the permit application.
® VII. Stream Classifications — Section C
• If any portion of the project is within 100 feet of any down slope surface water, Section C must be completed
for the pertinent sections.
• If the entire project area is a minimum of 100 feet away from any down slope surface waters BUT there is a
pump station involved where a history of power outage is to be used to provide adequate design storage
instead of dual feed or permanent or portable generator, Section C must be completed to demonstrate that
the closest down slope surface water is Class C (see 15A NCAC 2H .0219(h)(3)(13)).
• Use the guidance document entitled, "Determining Watershed Classifications for Form FTA 02/03 (Fast -Track
Sewer Systems)" available from http://h2o.enr.state nc us/Deres or by contacting the appropriate regional
office.
FTA 02/03 - Rev. 3 04/05

FAST -TRACK APPLICATION for GRAVITY SEWERS, PUMP STATIONS, AND FORCE MAINS PAGE 2
❑ Vlll. Environmental Assessments — If this project is subject to an Environmental Assessment (EA) [15A NCAC
01C], this application can not be used. Send the project application on Form PSFMGSA 10/99 to the PERCS
Unit, 1617 Mail Service Center, Raleigh, NC 27699-1617. Applications can not be accepted until a Finding of No
Significant Impact (FONSI) or Environmental Impact Statement (EIS) has been issued. A'copy is to be submitted
with that permit application.
® IX. Certifications — Section D
The application must be certified by both the applicant and a North Carolina Registered Professional Engineer
(PE). The applicant signature must match the signing official listed in Item A(1 b). The PE should NOT certify the
application if he/she is unfamiliar with 15A NCAC 2H .0200, the Gravity Sewer Minimum Design Criteria (most
recent version) and the Minimum Design Criteria for the Fast -Track Permitting of Pump Stations and Force Mains
(most recent version), as applicable to the project Certification by a PE who is unfamiliar with these documents
is subject to NC Board referral.
® X. Downstream Sewer & Wastewater Treatment Plant Capacity
The applicant has assured downstream pipe, pump station and treatment plant capacity. The addition of new
sources of wastewater from this project has been evaluated along the route to the receiving treatment plant. The
flow from this project will not cause capacity related sanitary sewer overflows or overburden any downstream
pump station en route to the receiving wastewater treatment plant If the applicant is not the owner of the
downstream sewer or receiving treatment plant, submittal of flow acceptance letter(s) indicates that owner has
adequate capacity and will not violate G.S. 143-215.67(a).
THE COMPLETED FTA 02103 APPLICATION PACKAGE, INCLUDING ALL SUPPORTING DOCUMENTS AND $400
FEE, SHOULD BE SENT TO THE APPROPRIATE REC�I(IMdl nccit-=
REGIONAL OFFICE
ADDRESS
COUNTIES SERVED
Asheville Regional Office
2090 US Highway 70
Avery, Buncombe, Burke, Caldwell,
Swannanoa, North Carolina 28778
Cherokee, Clay, Graham, Haywood,
[phone]
Henderson, Jackson, Macon, Madison,
[phone] Fax
McDowell, Mitchell, Polk, Rutherford,
Swain, Transylvania, Yancey
Fayetteville Regional Office
225 Green Street'Suite 714
Anson, Bladen, Cumberland, Hamett,
Fayetteville, North Carolina 28301
Hoke, Montgomery, Moore, Robeson,
[phone]
Richmond, Sampson, Scotland
[phone] Fax
Mooresville Regional Office
610 E. Center Avenue, Suite 301
Alexander, Cabarrus, Catawba,
Mooresville, North Carolina 28115
Cleveland, Gaston, Iredell, Lincoln,
[phone]
Mecklenburg, Rowan, Stanly, Union
[phone] Fax
Raleigh Regional Office
1628 Mail Service Center
Chatham, Durham, Edgecombe, Franklin,
Raleigh, North Carolina 27699-1628
Granville, Halifax, Johnston, Lee, Nash,
(919) 5714700
Northampton, Orange, Person, Vance,
919 571-4718 Fax
Wake, Warren, Wilson
Washington Regional Office
943 Washington Square Mall
Beaufort, Berne, Camden, Chowan,
Washington, North Carolina 27889
Craven, Currituck, Dare, Gates, Greene,
[phone]
Hertford, Hyde, Jones, Lenoir, Martin,
[phone] Fax
Pamlico, Pasquotank, Perquimans, Pitt,
Tyrrell, Washington, Wayne
Wilmington Regional Office
127 Cardinal Drive Extension
Brunswick, Carteret, Columbus, Duplin,
Wilmington, North Carolina 28405
New Hanover, Onslow, Pender
[phone]
[phone] Fax
Winston-Salem Regional Office
585 Waughtown Street
Aiamance, Alleghany, Ashe, Caswell,
Winston-Salem, North Carolina 27107
Davidson, Davie, Forsyth, Guilford,
[phone]
Rockingham, Randolph, Stokes, Surry,
[phone] Fax
Watauga, Wilkes, Yadkin
For more information, visit our web site at hUpYlh2o.enr siate.nc.us/pen s/
FTA 02/03 - Rev. 3 04/05

FAST-TAACK APPLICATION for GRAVITY SEWERS, PUMP STATIONS, AND FORCE MAINS PAC.R 3
USE THE TAB KEY TO MOVE FROM FIELD TO FIELD! Application Number,
(to be completed by DW a n1u.50407;
I. Owner_ -------
1 a. Town of Canton, NC - — - -_ - -- ----- --
!I
Full Legal Name (company, municipality, HOA, utility, etc.)
'1 b. William G. Stame , Town Manager
Signing Official Name and Title (Please review 15A NCAC 2H .0206(b) for authorized signing officials!)
1c. The legal entity who will own this system is:
�
J_ ❑ Individual ❑
Federal ® Municipality ❑ State/County ❑ Private Partnership Co oration z -- _ p 1] rp_Other (specify):
I Q'_
1 d. 58 Park Street 1 e. Canton
I
Mailing Address City
f
1f. NC
(1g. 28716
Z
State
i Zip Code
~
_
'1 h. 828-648-2363 11 i. 828-646-3419-
Q
hone Tele
i P Facsimile
E-mail
_�
Project (Facility) Information:
.J<
2a. Pump Station/Force Main for Buckeye Construction 2b. Haywood
Brief Project Name
j (permit will refer to this name) County Where Project is Located
Q
3. Contact Person: z - ---
Q
3a. Mark Shum ert, Civil Engineer
;! Name and Affiliation of Someone Who Can Answer Questions About this Application
rib. 828-152-1410 3c. [e-mail] —
Phone Number E-mail I
'1. Project is ® New ❑ Modification (of an existing permit) If Modification, Permit No.:
For modifications, attach a separate sheet clearly explaining the reason for the modification (i.e. adding another
phase, changing line sizellength, etc.). Only include the modified information in this permit application - do not
duplicate project information in B(7) and B(1041) that has already been included in the original permit_
2. Owner is ® Public (skip to Item B(3)) ❑ Private (go to Item 2(a))
2a. If private, applicant will be: 2b. If sold, facilities owned by a (must choose one
❑ Retaining Ownership (i.e. store, church, single office, etc.) or! ❑ Public Utility (Instruction Ili)
z
❑ Leasing units (lots, townhomes, etc. - skip to Item 8(3)) ❑ Homeowner Assoc./Developer (Instruction IV)
(�
, ❑ Selling units (lots, townhomes, etc. - go to Item B(2b))
H
3. Blue Ridge Paper Products Inc
a'
? Owner of Wastewater Treatment Facility (WWTF) Treating Wastewater From This Project
4a. Blue Ridge Paper Products WWTF 4b. NC 0000272
Name of WWTF WWTF Permit No.
1L'
5a. Town of Canton, NC
b.
❑ Gravity
c. WQ CS 00307
Z
` Owner of Downstream Sewer
Receiving Sewer Size
❑ Force Main
Permit Number of Downstream Sewer (if known)
The origin of this wastewater is (check all that apply):
❑ Residential Subdivision
j ❑ Car Wash
❑ Apartments/Condominiums
El Mobile Home Park
❑ Institution o
100 /o Domestic/Commercial
❑ Hospital
13.
❑ School
{ ❑ Church % Industrial
❑Restaurant
® Office
❑ Nursing Home
❑ Other (specify): 0 Ot Ih'eir (specify)F -
1 0`
7. Volume of wastewater to be allocated for this particular project: 375 gallons
er day
*Do not include previously permitted allocations
8. If the permitted flow is zero, indicate why:
❑ Interceptor Line - Flow will be permitted in subsequent permits that connept to th
- i
El Flow has already been allocated in Permit No. 9 I trs LIALITY SECTION
❑ Rehabilitation or replacement of existing sewer with no new flow expected ASHEV LLB REGIONAL OFFICE
FTA 02/03 - Rev- 3 04/01;

FAST -TRACK APPLICATION for GRAVITY SEWERS, PUMP STATIONS, AND FORCE MAINS peV-11T a
9. Provide the wastewater flow calculations used in determining the permitted flow in accordance with 15A NCAC 2H
.0219(0 for Item 13(7) or the design flow for line or pump station sizing if zero flow in the space below. Values other than
that in 15A NCAC 2H .0219(1)(1-2) must be supported with actual water or wastewater use data in accordance with 15A
NCAC 2H .0219(I)(3).
15 office employees x 25 GPD/employee = 375 GPD
10. Summary of Sewer Lines to be Permitted (attach additional sheets if necessary)
Size (inches) 'Length (feet)
1.25 3448
ENTER TOTAL LINE LENGTH IN MILES; 0.65
1. Summary of Pump Stations to be Permitted (attach additional sheets as necessary)
Gravity or Force Main
(use the pull down menu)
Force Main
Location ID i I ^--
Power Reliability Option
(self chosen - as shown on I Design Flow Operational Point (1- dual line feed; 2- permanent generator w/ATS; 3-
plans for cross-reference) �_ (MGD) —� GPM @ TDH `portable generator w/telemetry; 4-wet well storaael
0.0144 1 11.7 (CD 87
2
2. Does the sewer system comply with the Minimum Design Criteria for the Fast Track Permitting of Pump Stations and Force
Mains (latest version), the Gravity Sewer Minimum Design Criteria patest version) and 15A NCAC 2H .0200 as applicable?
® Yes ❑ No If no, please reference the pertinent minimum design criteria or regulation and indicate why a
variance is requested. SUBMIT TWO COPIES OF PLANS, SPECIFICATIONS OR CALCULATIONS
PERTINENT TO THE VARIANCE WITH YOUR APPLICATION
{13. Have the following permits/certifications been submitted for approval?
Wetland/Stream Crossings -General Permit or 401 Certification? ❑ Yes ❑ No ® N/A
Sedimentation and Erosion Control Plan? El Yes ❑ No ®N/A
Stormwater? ❑ Yes ❑ No ® N/A
14. Does this project involve aerial lines or siphons? Check if yes: ❑
5. Does this project have gravity sewer lines designed at minimum slopes? ❑
Be aware that the Division will not accept installed tines more than 10% flatter than the minimum slope_ Lines installed outside this tolerance should be
corrected prior to submitting the final engineering certification..
FTA 02/03 - Rev_ 3 04/n S

- . ; .
FAST -TRACK APPLICATION for GRAVITY SEWERS, PUMP STATIONS, AND FORCE MAINS PAGE 5
Use the Division's guidance document entitled, "DETERMINING STREAM CLASSIFICATIONS FOR FORM FTA 02/03
(FAST -TRACK SEWER SYSTEMS)" to collect and record the stream classification data below (attach additional sheets as
necessary). This document is available from our web site or by contacting the appropriate Division of Water Quality
regional office (see instructions for addresses) OR indicate the following:
❑ A Stream Classification is not needed because all parts of the project are at least 10 —feet away from any down slope
waterbody; AND,
❑ A Stream Classification is not needed because the design does not depend on wet well storage as a power reliability
option for any pump station near a Class C down slope waterbody.
Location ID on Map
{ (self chosen - as shown on Name of Waterbody Stream Waterbody
_map for crossreference)—� Waterbody County River Basin Index Classification
2 Murra Branch Ha i
Y ywood French Broad 5-9 C
Submit the 8.5" x 11" COLOR topographic map as required in Instruction VI
regardless of whether a classification is provided!
. Applicants Certification:
a.
1, William G. Stamey, attest that this application for Pump Station/Force Main for Buckeye Construction
has been reviewed by me and is accurate and complete to the best of my knowledge. 1 understand that if all required
parts of this application are not completed and that if all required supporting documentation and attachments are not
included, this application package is subject to being returned as incomplete. Note: In accordance with North Carolina
*G,e�neral Statutes 143-215.6A and 143-215.6B, any person who knowingly makes any false statement, representation, t
r-Ocation in any application shall be guilty of a Class-g misdemeanor which may include a Fine not to exceed $10, 000
is 1 as civil ventvties un to-S2-JiIW--a nPr vintatinn //
Signing
Engineer's Certification:
I attest that this application for Pump Station/Force Main for Buckeye Construction has been reviewed by me and is
accurate, complete and consistent whit the information in the engineering plans, calculations, and all other supporting
documentation to the best of my knowledge. i further attest that to the best of my knowledge the proposed design has
been prepared in accordance with the applicable regulations, Gravity Sewer Minimum Design Criteria for Gravity Sewers
adopted February 12, 1996, and the Minimum Design Criteria for the Fast -Track Permitting of,Pump Stations and Force
Mains adopted June 1, 2000 and the watershed classification in accordance with Division guidance. Although certain
portions of this submittal package may have been developed by other professionals, inclusion of these materials under my
signature and seal signifies that 1 have reviewed this material and have judged it to be consistent with the proposed design
Note: In accordance with NC General Statutes 143-215.6A and 143-215.6B, any person who knowingly makes any false
statement, representation, or cer0cation in any application shall be guilty of a Class 2 misdemeanor which may include a
fine not to exceed $10,000 as well as civil penalties up to $25,000 per violation.
Martin A. Shumpert
Professional Engineer Name
Bradshaw Engineering, Inc
Engineering Firm
PO Box 1011
Mailing Address
Waynesville 2e. NC 2f. 28786
City State I Zip
-
----------- -
; -- ------a --- .
828-452-4410 2h. 828- 56-5455 2i. mark@bradshawengi
Telephone j Facsimile corn E-mail
C A RO�i���i/
AL '
12�03
i�i •. h —
%9 .N -z
Illlltl�
Seal, Signature & Date
FTA 02/01 - Rev I nams

Y
0j
The Zvirn of (ganton,Office of i
1893
�Tti �ARME'
WILLIAM G. STAMEY
TOWN MANAGER
May 22, 2006
NCDENR
Division Water Quality
2090 US Highway 70
Swannanoa, NC 28778
Re: Acceptance of Wastewater
To Whom It May Concern:
The Town of Canton hereby agrees to accept the wastewater generated by the Pump
Station and Force Main for Buckeye Construction Company into the Town's sewerage
collection system. Average flow of 375 gallons per day will be accepted into the system
under this authorization. The wastewater will be conveyed to the Blue Ridge Paper
Products, Inc. wastewater treatment plant for treatment under the Town of Canton's
existing 900,000 gallon per day flow allocation contract with the plant.
Sincerely,
W.G. Stamey
Town Manager
WGS/Is
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Main Problems Noted: A flow acceptance letter is provided by the receiving WWTP owner but
not the downstream sewer owner, which both are different from the applicant. Example, private
developer in Knightdale. Both Knightdale and Raleigh would need to provide a flow acceptance
letter as Knightdale will transport the wastewater and Raleigh will treat the wastewater.
_�Wastewater industrial orCon�ticure?
Most projects will bes-teGiater that is domestic in nature, however, if Item B.6 indicates
that the wastewater is industrial in nature, notify the Regional Office Pretreatment
Coordinator or the WQ Pretreatment Unit Central Office to determine if a pretreatment permit
��iis needed or if a program already in place and compliant.
J Flow volume calculated correctly? 2H .0219(1)
♦ Ensure that the daily design flow in the application is based on the guidance provided in the
regulations or existing flow, and that the explanation as to how this volume was determined is
very specific (i.e., 22 three -bedroom homes, 50,000 s.f. of retail space, 18 employees, etc).
This information will be included in the description of the system in the permit. Our regs say
120 gpd/bedroom for residential. Note that for one -bedroom the minimum they can use is
240 gpd.
♦ If daily design flow is not based on regulations, ensure that the applicant has an approved
flow reduction of daily design flow rate on file with the Division. A list of approved flow
reductions may be obtained from the DWQ Intranet or by contacting the PERCS. Flow
reduction requests are to be reviewed by the central office, and must be reviewed and
approved before the application is accepted by the regional office for review.
♦ On occasion, there may be an instance where supporting documentation is submitted with
the application for a specific facility. Contact PERCS to determine a course of action.
♦ Ensure that the flows shown on the application match up to what is shown on the plans (if
available for review). For example, if the application states that 100 lots are to be developed,
ensure that there are 100 lots, and not 150 lots, shown on the plans. Plans are only required
for review if the applicant is requesting a variance to the MDC or the .0200's.
♦ Do not allocate "future" wastewater flows (i.e., that based on speculative development).
These would be permitted in future wastewater collection system extensions. Although, we
do allocate "unknown" flows on a per acre basis for industrial/commercial park applications.
Generally, the Division has accepted between 900 gpd/acre — 1500 gpd/acre. Let the
engineer support his calculation.
v Adequate information provided regarding the proposed gravity sewer and/or force main (if
applicable)?
Note 1: An Environmental Assessment may be required if there are 3 miles of gravity sewer over
18-inches in diameter (15A NCAC 1C .0100). Environmental Assessment projects can NOT go
Fast -Track!
Main Problems Noted: A public entity specifies 6-inch line when 8-inch is required; 4-inch line is
specified and no variance requested
At equate information provided regarding the proposed pump station(s) (if applicable)?
Note: An Environmental Assessment may be required if the pump station(s) have a firm capacity
of 1,750 GPM or greater (15A NCAC 1 C .0100). If there are any questions about whether an EA
may be required, discuss with your supervisor or contact Alex Marks of the Planning Branch's
Local Government Assistance Unit.
♦ Power reliability at the pump station provided in accordance with Section 5.04 of the
Minimum Design Criteria for the Fast -Track Permitting of Pump Stations and Force Mains
document (i.e. dual line feed, portable generator w/telemetry, permanent generator with
automatic transfer switch, wet well storage if near Class C waters)? Note 1: Section C of the
FTA has to be completed and. show a Class C down slope water in order to use wet well
storage as a reliability option. Include the special condition in the permit. You will need to
ask for storage calculations and the power outage data. Note 2: Ensure telemetry is specified
if a portable generator is called out. Check with the engineer if unsure. Note 3: Ensure an
automatic transfer switch (ATS) is specified if a permanent (standby) generator is specified.
Check with the engineer if unsure.
Main Problems Noted: Failure to specify appropriate or applicable power reliability option
3
FAST -TRACK Application Review Procedures 2003 (Rev 2/06)

_,_ Project designed in accordance with 15A NCAC 2H .0200, the Gravity Sewer Minimum Design
Criteria and the Minimum Design Criteria for the Fast -Track Permitting of Pump Stations and
Force Mains document (as applicable)? NO will be checked in Item B(12) of the FTA. If NO,
forward one copy of the supporting documents to the Central Office for review, indicating the
permit number, owner and project name. The Central Office will review the variance request, and
if approvable, specific language regarding the variance will be forwarded to the Regional Office
reviewer to incorporate into the permit. A copy of the variance letter provided by the central office
should be kept with the application file. If you catch something in the application or supporting
documents that is not in accordance with our regs or MDC, send an additional information
request.
Main Problems Noted: A public entity specifies 6-inch line when 8-inch is required; 4-inch line is
specified and no variance requested; supporting documents show slope issues...
SECTI . N C — Watershed Classification
-Color topographic map submitted?
(/ Watershed classification required? If YES, you are advised to "spot-check" the classification(s).
If NO, ensure the applicant/engineer has indicated why one is not required. BOTH BOXES IN
SECTION C MUST BE CHECKED TO NOT PROVIDE A CLASSIFICATION!
SEC7SD —Applicant Certifications
V Signing Official's signature? 2H .0206(b)
♦ Ensure that the applicant's signature is the same person as that listed as the applicant's
signing official on Page 1 of the application form.
L/"-PE stamped, signed, and dated application, plans, specifications, and calculations (if applicable)?
2H . 0205(d) (1) (A) (iii)
♦ Ensure that the same engineer has signed, sealed, and dated the application and all the
items, with the exception of items designed by specialty disciplines (i.e., architectural,
structural, plumbing, and electrical plans). If not, an explanation and/or authorization is
Z/required.
Adequate information provided for the engineer/engineering firm?
PE with active license in North Carolina? 2H .0205(d)(9)(A)(iii) or 2H .0203(28)
♦ Ensure that ALL pertinent P.E's have active licenses by checking the NC Professional
Engineer's Board web site (www.ncbels.org - the PE number must be six digits, use leading 0
when needed).
♦ If the PE seal number does not show up on the web site database, call the PE Board for
verification [phone].
Drafting a Permit
♦ In order to be consistent, use the most current version of the Fast -Track permit shell. This permit
shell contains specific language with respect to the Minimum Design Criteria, regulations, and
collection system permitting. The PERCS will notify you of any changes to this permit shell.
♦ Be specific with respect the system description and information. Indicate the flow, what the project
will be serving, length and size of gravity sewer lines and force mains, etc. For projects involving
pump stations, the size of the pump stations, as well as the reliability option and any additional info
(telemetry, odor control system, etc) should be included. A sample permit is on the DWQ Intranet.
♦ Add or remove any special conditions as necessary. Please call attention to any non-standard permit
conditions in the cover letter of the permit and include the permit condition where necessary. See the
Example Special Conditions document.
♦ If the project is a modification, don't forget to include the system description from the previous permit
and void the previous permit in the language! Some of these can be tricky so feel free to run the
drafted permit through PERCS first before issuance.
♦ It is preferable if Fast -Tracks are saved electronically by permit number under issued year and month.
4
FAST -TRACK Application Review Procedures 2003 (Rev 2/06)

Denying a Project
♦ If the Reviewer/Supervisor determines that an application package should be denied because it can
not meet NC Statutes, rules or regulations, then a denial letter should be drafted. Special attention
should be paid to the statutory deadline for permitting. If it is thought that a project might be
denied, it is important to review it and draft the denial letter as soon as possible. There must
be time allowed for the denial letter to be sent up to the Director and signed prior to the
statutory date.
♦ The Reviewer should use the Application Denial Letter template to prepare a denial package for the
Supervisor's review and submittal to the Director for signature. The letter should not be dated, but
instead will be dated after the Director signs it. A memo to the Director should be attached to the top
of the denial package summarizing the reasons for denial. This package must be singed off on by the
reviewer, supervisor, Section Chief, and Director. Distribute the letter as directed in "Issuing a
Permit" below.
Issuing a Permit
♦ Permits should be signed only by those delegated to sign for the Director.
♦ Permits should be distributed as follows (include the signed Operational Agreement with the
permit and all distribution copies if applicable!):
✓ Original to the Permittee
✓ Copy to the consulting engineer
✓ Copy to the county health department
✓ Copy to the Mecklenburg County Department of Environmental Protection for all projects located
in Mecklenburg County
✓ Copy(ies) to the owner of the WWTF and owner of the downstream sewers (if different than the
Permittee)
✓ Electronic Copy and Hard Copy to the PERCS for our files
✓ Copy to Central Files (attach application package and any supporting documents with a staple —
do not include any plans unless they are small and can be folded up into an 8.5" x 11" sheet)
✓ Save an electronic version named WQOOXXXXX.doc in a folder on your office shared drive or
hard drive. Try to keep your drafts and issued files separate. SEND ELECTRONIC COPIES TO
PERCS on a frequent basis — weekly or monthly!
Permit Corrections
♦ If a permit has been issued but an error discovered MADE BY US internally or by the Permittee or
their engineer, a permit correction is necessary.
♦ Pull the original permit and make the corrections — do not change issue dates or enter a new
application in BIMS — resave the permit
♦ Prepare the permit correction cover letter modifying as applicable — the corrections need to be
distributed to the same people/agencies who received the orginal permit
♦ Print the corrected permit and permit correction letter — sign if needed
♦ Maintain Permit in BIMS — add permit corrected event date and comments as to what was corrected
♦ Copy and distribute
The Certification
♦ Final engineering certifications will be submitted back to your office when the project is complete.
These should be date stamped (the certification page, record drawings and calculations, if applicable)
♦ Construction, Grants & Loans (CGL) may request and audit some of these certifications
♦ Regardless of whether the region or CGL reviews a certification, the receipt date must be logged into
BIMS. Perform the following: Maintain Permit, Enter Permit No., Go to Events Tab, Add Event, Select
Engineering/Tech Specialist Certification Received, Enter Receipt Date
♦ If the certification sheet is marked partial — put partial in the event comment field.
♦ If the certification seems incomplete — missing plans or calculations or no PE seal — note incomplete
in the comment field. Send an incomplete certification letter. The certification page in the permit
explains exactly what the engineer is to provide.
♦ If the certification is provided to CGL — maintain the engineer certification received event and put "to
CGL for review on DATE" in the event engineer certification received comment field.
5
FAST -TRACK Application Review Procedures 2003 (Rev 2/06)

If the region wishes to perform a detailed review — look for items not meeting the minimum design
criteria or outside of the permit. For instance, minimum cover; slope; minimum separation distances
line size changes; length; reroutes; additional lots than permitted; pump station alarms; pump cycle
times; no indication of record drawing (as-builts) on plans; no PE seal or note about record drawings
(land surveyor seals are not appropriate). A certification checklist is being developed.
Regardless of review, certifications need to be processed as this closes out the permit. Follow the
processing -engineering certifications guidance document.
6
FAST -TRACK Application Review Procedures 2003 (Rev 2/06)

Bradshaw
Engineering
CIVIL ENGINEERING •LAND PLANNING
P.O Box 1011 — Waynesville, NC 28786
Telephone: [phone] — Fax: [phone]
www.bradshawengineering.com
May 26, 2006
NCDENR
2090 US Highway 70
Swannanoa, NC 28778
RE: Fast Track Sewer Application
Pump Station/Force Main for Buckeye Construction
Haywood County, NC
Dear Sir or Madam:
Please find enclosed the following items for the project noted above:
• One original and one copy of the Fast Track Application
• Application fee in the amount of $400.00
Should you have any questions or need additional information please do not hesitate to contact
me.
Sincerely,
Mark Shumpert, PE
enc.
cc: File
D E `U' E _� V El
MAY 3 0 2006 r rr
WATER QUALITY SECTION
ASHEVILLE REGIONAL OFFICE

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OF W F
py'1 9(� William G. Ross Jr., Secretary
0 North Carolina Department of Environment and Natural Resources
Alan W. Klimek, P.E., Director
0 Division of Water Quality
Asheville
May 12, 2006
Mr. William G. Stamey, Town Manager
Town of Canton
58 Park Street
Canton, North Carolina
Subject: Permit No. WQ0016591 Modification
Town of Canton
North Canton Road Water and Sewer
Improvements
Wastewater Collection System Extension
Haywood County
Dear Mr. Stamey:
In accordance with your application received on April 27,2006 we are forwarding herewith
Permit No. WQ001 6591 -Modification, dated May 12, 2006, to the Town of Canton for the construction
and operation of the subject wastewater collection system extension. This permit shall be effective
from the date of issuance until rescinded and shall be subject to the conditions and limitations as
specified therein. This cover letter shall be considered a part of this permit and is incorporated therein
by reference. This modification represents an additional 800 linear feet of 8-inch diameter gravity
sewer.
Please pay particular attention to Permit Condition 3 which requires that the wastewater
collection facilities be properly operated and maintained in accordance with 15A NCAC 2H .0227 or any
individual system -wide collection system permit issued to the Permittee.
Permitting of this project does not constitute an acceptance of any part of the project that does
not meet 15A NCAC 2H .0200; the Division of Water Quality's (Division) Gravity Sewer Minimum
Design Criteria adopted February 12, 1996 as applicable; and the Division's Minimum Design Criteria
for the Fast -Track Permitting of Pump Stations and Force Mains adopted June 1, 2000 as applicable,
unless specifically mentioned herein. Division approval is based on acceptance of the certification
provided by the North Carolina -licensed Professional Engineer named in the application. It shall be the
Permittee's responsibility to ensure that the as -constructed project meets the appropriate design criteria
and rules. Failure to comply may result in penalties in accordance with North Carolina General Statute
§143-215.6A through §143-215.6C, construction of additional or replacement wastewater collection
facilities, and/or referral of the North Carolina -licensed Professional Engineer to the licensing board.
Asheville Regional Office Internet www.ncwaterquality.org
2090 US Highway 70, Swannanoa, NC 28778 Telephone [phone] Fax [phone]
DENR Customer Service Center Telephone [phone] One
An Equal Opportunity Action Employer 50% recycled/10% post -consumer paper NorthCarolina
Naturally

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Town of Canton May 12, 2006 Page 2
In accordance with the provisions of Article 21 of Chapter 143, General Statutes of North Carolina as
amended, and other applicable Laws, Rules, and Regulations, permission is hereby granted to the
Town of Canton for the construction and operation of approximately 800 additional linear feet of 8-inch
gravity sewer to serve the North Canton Road area in conformity with 15A NCAC 2H .0200; the
Division's Gravity Sewer Minimum Design Criteria adopted February 12, 1996 as applicable; the
Division's Minimum Design Criteria for the Fast -Track Permitting of Pump Stations and Force Mains
adopted June 1, 2000 as applicable; and other supporting data subsequently filed and approved by the
Department of Environment and Natural Resources and considered a part of this permit.
The sewage and wastewater collected by this system shall be treated in the Blue Ridge Paper
Company's Wastewater Treatment Facility (Permit No. NC0000272) prior to being discharged into the
receiving stream.
If any parts, requirements, or limitations contained in this permit are unacceptable, you have the
right to request an adjudicatory hearing upon written request within 30 days following receipt of this
permit. This request must be in the form of a written petition, conforming to Chapter 150B of North
Carolina General. Statutes, and filed with the Office of Administrative Hearings, 6714 Mail Service
Center, Raleigh, NC 27699-6714. Unless such demands are made, this permit shall be final and
binding.
If you need additional information concerning this matter, please contact Roy Davis at (828)
296-4500.
Sincerely,
for Alan W. Klimek, P.E., Director
Division of Water Quality
cc: Haywood County Building Inspector
Surface -Water. P_rotction�(WWTF Permt-No: NC0000272)
R. Marcus Barksdale
Derric Brown -Blue Ridge Paper
PERCS Files

NORTH CAROLINA
ENVIRONMENTAL MANAGEMENT COMMISSION
DEPARTMENT OF ENVIRONMENT AND NATURAL RESOURCES
TOWN OF CANTON
NORTH CANTON ROAD WATER AND SEWER IMPROVEMENTS
HAYWOOD COUNTY
WASTEWATER COLLECTION SYSTEM EXTENSION PERMIT WQ0016591 MODIFICATION
This permit shall be effective. from the date of issuance until rescinded and shall be subject to the
following specified conditions and limitations:
1. This permit shall become voidable unless the wastewater collection facilities are constructed in
accordance with the conditions of this permit; 15A NCAC 2H .0200; the Division of Water Quality's
(Division) Gravity Sewer Minimum Design Criteria adopted February 12, 1996 as applicable; the
Division's Minimum Design Criteria for the Fast -Track Permitting of Pump Stations and Force
Mains adopted June 1, 2000 as applicable; and other supporting materials unless specifically
mentioned herein.
2. This permit shall be effective only with respect to the nature and volume of wastes described in the
application and other supporting data.
3. The wastewater collection facilities shall be properly maintained and operated at all times. The
Permittee shall maintain compliance with an individual system -wide collection system permit for the
operation and maintenance of these facilities. as required by 15A NCAC 2H .0227. If an individual
permit is not required, the following performance criteria shall be met as provided in 15A NCAC 2H
.0227:
a. The sewer system shall be effectively maintained and operated at all times to prevent
discharge to land or surface waters, and any contravention of the groundwater standards in
15A NCAC 2L .0200 or the surface water standards in 15A NCAC 2B .0200.
b. A map of the sewer system shall be developed and shall be actively maintained.
c. An operation and. maintenance plan shall be developed and implemented.
d. Pump stations that. are not connected to a telemetry system shall be inspected every day (i.e.
365 days per year). Pump stations that are connected to a telemetry system shall be
inspected at least once per week.
e. High -priority sewer lines shall be inspected at least once per every six-month period of time.
f. A general observation of the entire sewer system shall be conducted at least once per year.
g. Inspection and maintenance records shall be maintained for a period of at least three years.
h. Overflows and bypasses shall be reported to the appropriate Division regional office in
accordance with 15A NCAC 2B .0506(a), and public notice shall be provided as required by
North Carolina General Statute §143-215.1 C.

p ,
Permit No. WO0016591 Modification. Town of Canton. North Canton Road Water & Sewer, Haywood Co.. May 12, 2006
4. This permit shall not be transferable. In the event there is a desire for the wastewater collection
facilities to change ownership, or there is a name change of the Permittee, a formal permit request
shall be submitted to the Division accompanied by documentation from the parties involved, and
other supporting materials as may be appropriate. The approval of this request shall be
considered on its merits and may or may not be approved.
5. Construction of the gravity sewers, pump stations, and force mains shall be scheduled so as not to
interrupt service by the existing utilities nor result in an overflow or bypass discharge of wastewater
to the surface waters of the State.
6. Upon completion of construction and prior to operation of these permitted facilities, a certification, a
copy of the construction record drawings, as well as supporting design calculations for any pump
stations permitted as part of this project shall be received from a North Carolina -licensed
Professional Engineer certifying that the facilities have been installed in accordance with this
permit; 15A NCAC 2H .0200; the Division's Gravity Sewer Design Criteria adopted February 12,
1996 as applicable; the Division's Minimum Design Criteria for the Fast -Track Permitting of Pump
Station and Force Main adopted June 1, 2000 as applicable; and other supporting materials. If this
project is to be completed in phases and partially certified, you shall retain the responsibility to
track further construction approved under the same permit, and shall provide a final certificate of
completion once the entire project has been completed. A copy of the construction record
drawings, indicating the facilities constructed in the phase being certified, shall be submitted with
each partial certification. Mail the Engineer's Certification, one copy of the "Construction Record
Drawings," and one copy of the supporting design calculations to the Non -Discharge Permitting
Unit, 1617 Mail Service Center, Raleigh, NC 27699-1617.
7. A copy of the construction record drawings shall be maintained on file by the Permittee for the life
of the wastewater collection facilities.
8. Failure to abide by the conditions and limitations contained in this permit; 15A NCAC 2H .0200; the
Division's Gravity Sewer Design ,Criteria adopted February 12, 1996 as applicable; the Division's
Minimum Design Criteria for the Fast -Track Permitting of Pump Station and Force Mains adopted
June 1-, 2000 as applicable; -and other supporting materials may subject the Permittee to an
enforcement action by the Division, in accordance with North Carolina General Statutes §143-
215.6A through §143-215.6C.
9. In the event that the wastewater collection facilities fail to perform satisfactorily, including the
creation of nuisance conditions, the Permittee shall take immediate corrective action, including
those as may be required by this Division, such as the construction of additional or replacement
facilities.
10. The issuance of this permit shall not exempt the Permittee from complying with any and all
statutes, rules, regulations, or ordinances that may be imposed by other government agencies
(local, state and federal) which have jurisdiction, including but not limited to applicable river buffer
rules in 15A NCAC 2B .0200, erosion and sedimentation control requirements in 15A NCAC Ch. 4
and under the Division's General Permit NCG010000, and any requirements pertaining to wetlands
under 15A NCAC 2B .0200 and 15A NCAC 2H .0500.
11. Noncompliance Notification:
The Permittee shall report by telephone to a water quality staff member at the Asheville Regional
Office, telephone number [phone], as soon as possible, but in no case more than 24 hours
or on the next working day, following the occurrence or first knowledge of the occurrence of either
of the following:

Permit No. WQ0016591 Modification. Town of Canton. North Canton Road Water & Sewer, Haywood Co.. May 12, 2006
a. Any process unit failure, due to known or unknown reasons, that renders the facility incapable
of adequate wastewater transport, such as mechanical or electrical failures of pumps, line
blockage or breakage, etc.; or
b. Any failure of a pumping station or sewer line resulting in a by-pass directly to receiving waters
without treatment of all or any portion of the influent to such station or facility.
Voice mail messages or faxed information is permissible but this shall not be considered as the
initial verbal report. Overflows and spills occurring outside normal business hours may also be
reported to the Division of Emergency Management at telephone number [phone] or (919)
733-3300. Persons reporting any of the above occurrences shall file a spill report by completing
Part I of Form CS-SSO (or the most current Division approved form), within five days following first
knowledge of the occurrence. This report shall outline the actions taken or proposed to ensure that
the problem does not recur. Per Condition 1(2), Part II of Form CS-SSO (or the most current
Division approved form) can also be completed to show that the SSO was beyond control.
Permit issued this the 12t' day of May, 2006
NORTH CAROLINA ENVIRONMENTAL MANAGEMENT COMMISSION
y
for Alan TV. Klimek, P.E., Director
Division of Water Quality
By Authority of the Environmental Management Commission
Permit Number W00016591 Modification

Permit No. W00016591 Modification. Town of Canton. North Canton Road Water & Sewer Haywood Co.. May12, 2006
ENGINEERING CERTIFICATION — POST CONSTRUCTION
System Description:
800 additional linear feet of 8-inch diameter gravity sewer
Complete and submit this form to the Asheville regional office with the following:
• One copy of the project record drawings (plan & profile views of sewer lines) of the wastewater collection
system extension
• supporting design calculations (selected pumps, system curve, operating point, available storage if portable
generator(s) or storage greater than longest past three year outage reliability option selected) for any pump
stations permitted as part of this project
• Changes to the project should be clearly identified on the record drawings or in written summary form. Permit
modifications are required for any changes resulting in non-compliance with this permit, regulations or
minimum design criteria.
This project shall not be considered complete nor allowed to operate until this Engineer's Certification and all
required supporting documentation have been received by the Division. Therefore, it is highly recommended
that this certification be sent in a manner that provides proof of receipt by the Division.
ENGINEERS CERTIFICATION
❑ Partial ❑ Final
, as a duly registered Professional Engineer in the State of North Carolina, having
been authorized to observe (❑ periodically, ❑ weekly, ❑ full time) the construction of the above referenced
project for the Permittee hereby state that, to the best of my abilities, due care and diligence was used in the
observation of the construction such that the construction was observed to be built within substantial compliance
of this permit; 15A NCAC 2H .0200; the Division of Water Quality's (Division) Gravity Sewer Minimum Design
Criteria adopted February 12, 1996 as applicable; the Division's Minimum Design Criteria for the Fast -Track
Permitting of Pump Stations and Force Mains adopted June 1, 2000 as applicable; and other supporting
materials.
North Carolina Professional Engineer's
seal, signature, and date:
SEND THIS FORM & SUPPORTING DOCUMENTATION
WITH REQUIRED ATTACHMENTS TO THE FOLLOWING ADDRESS
ROGER C. EDWARDS
SURFACE WATER PROTECTION SUPERVISOR
ASHEVILLE REGIONAL OFFICE
2090 US HIGHWAY 70
SWANNANOA, NC 28778
The Permittee is responsible for tracking all partial certifications up until a final certification is received. Any wastewater flow
made tributary to the wastewater collection system extension prior to completion of this Engineer's Certification shall be
considered a violation of the permit and shall subject the Permittee to appropriate enforcement actions.

WQ�j �/�
.FAST `TRACK APPLI ATI.QN,for G IR V TTLSEWERS, �U`1VIP S, 00 6591 �-MODIF•
pF W ATF9 I I� `i'' I�f ' State of North Carolina
Q Ir?4FR 2 7 20�e artment of Environment and Natural Resources
Division of Water Quality
p� -- SECTION
WATER Q' IF LIT`( I I
�qS EVILLF_ REc!oN_til__O _ice- FAST -TRACK APPLICATION
for GRAVITY SEWERS, PUMP STATIONS, AND FORCE MAINS
(Pressure sewers systems are not to be included as part of this application package)
INSTRUCTIONS: Indicate that you have included/addressed the following list of required application package items by
checking the space provided next to each applicable item. Failure to submit all required items will lead to your application
being returned as incomplete. This form may be photocopied for use as an original.
® I. Application Form - Submit one original and one copy of the completed and appropriately executed application
form. Any changes to this form will result in the application being returned. The Division of Water Quality
(Division) will only accept application packages that have been fully completed with all applicable items
addressed. You do not need to submit detailed plans and specifications unless you respond NO to Item 13(12)
❑ II. Application Fee - Submit a check in the amount of $400 made payable to: North Carolina Department of
Environment and Natural Resources (NCDENR). Checks shall be dated within 90 days of application submittal.
❑ III. Certificates of Public Convenience and Necessity — If the application is being submitted in the name of a
privately -owned public utility, submit two copies of the Certificate of Public Convenience and Necessity (CPCN)
which demonstrates that the public utility is authorized to hold the utility franchise for the area to be served by the
sewer extension. If a CPCN has not been issued, provide two copies of a letter from the North Carolina Utilities
Commission's Public Staff that states that an application for a franchise has been received, that the service area
is contiguous to an existing franchised area, and/or that franchise approval is expected. The project name in the
CPCN or letter must match that provided in Item A(2a) of this application.
❑ IV. Operational Agreements — Submit one original and two copies of a properly executed operational agreement if
the sewer extension is permitted by a private applicant and will be serving residential or commercial lots (e.g.,
houses, condominiums, townhomes, outparcels, etc.) that will be sold to another entity. If the applicant is a
homeowners' association, use Form HOA 02/03. If the applicant is a developer, use Form DEV 02/03. EVEN IF
THE PROJECT WILL BE TURNED OVER TO A MUNICIPALITY, FORM DEV 02/03 IS REQUIRED.
❑ V. Flow Acceptance Letters — If the owner of the downstream sewers and/or WWTF is different from the applicant,
submit two copies of a flow acceptance letter from the owner of the downstream sewers and WWTF, if different.
Flow acceptance letters must contain the following minimum information: applicant and project name, amount of
flow accepted, and name and permit number of the receiving sewers/WWTF. The flow acceptance must not
expire prior to permit issuance and must be dated less than a year prior to the application date.
Intergovernmental agreements or other contracts will not be accepted in lieu of a project -specific flow acceptance
letter.
® VI. Map — Submit an 8.5-inch by 11-inch COLOR copy of the portion of a 7.5-minute USGS Topographic Map along
with this form. The map should identify the entire project area location as well as the closest downslope surface
waters as clearly as possible. Each map portion must be labeled with the map name and number, the identified
location of the sewer line and pump stations, and be of clear and reproducible quality. For instance, if the project
involves 4 miles of interceptor sewer that traverses over or near several different waterbodies (or counties,
basins, etc.), the map should have location ID's shown for each different waterbody (where the sewer line is within
100 feet of such waterbody - see Instruction Vli). This location ID is self chosen and used to cross reference the
location in Section C of the permit application.
❑ VII. Stream Classifications — Section C
• If any portion of the project is within 100 feet of any down slope surface water, Section C must be completed
for the pertinent sections.
• If the entire project area is a minimum of 100 feet away from any down slope surface waters BUT there is a
pump station involved where a history of power outage is to be used to provide adequate design storage
instead of dual feed or permanent or portable generator, Section C must be completed to demonstrate that
the closest down slope surface water is Class C (see 15A NCAC 2H .0219(h)(3)(D)).
• Use the guidance document entitled, "Determining Watershed Classifications for Form FTA 02/03 (Fast -Track
Sewer Systems)" available from http://h2o.enr.state.nc.us/peres or by contacting the appropriate regional
office.
FTA 02/03 - Rev. 3 04105

FASTTITRAC:K APPLICATION for GRAVITY SEWERS, PUMP STATIONS, AND FORCE MAINS PAGE 2
❑ Vill. Environmental Assessments — If this project is subject to an Environmental Assessment (EA) [15A NCAC
01C], this application can not be used: Send the project application on Form PSFMGSA 10/99 to the PERCS
Unit, 1617 Mail Service Center, Raleigh, NC 27699-1617. Applications can not be accepted until a Finding of No
Significant Impact (FONSI) or Environmental Impact Statement (EIS) has been issued. A copy is to be submitted
with that permit application.
® IX. Certifications — Section D
The application must be certified by both the applicant and a North Carolina Registered Professional Engineer
(PE). The applicant signature must match the signing official listed in Item A(1 b). The PE should NOT certify the
application if he/she is unfamiliar with 15A NCAC 2H .0200, the Gravity Sewer Minimum Design Criteria (most
recent version) and the Minimum Design Criteria for the Fast -Track Permitting of Pump Stations and Force Mains
(most recent version), as applicable to the project. Certification by a PE who is unfamiliar with these documents
is subject to NC Board referral.
❑ X. Downstream Sewer & Wastewater Treatment Plant Capacity
The applicant has assured downstream pipe, pump station and treatment plant capacity. The addition of new
sources of wastewater from this project has been evaluated along the route to the receiving treatment plant. The
flow from this project will not cause capacity related sanitary sewer overflows or overburden any downstream
pump station en route to the receiving wastewater treatment plant. If the applicant is not the owner of the
downstream sewer or receiving treatment plant, submittal of flow acceptance letter(s) indicates that owner has
adequate capacity and will not violate G.S. 143-215.67(a).
THE COMPLETED FTA 02/03 APPLICATION PACKAGE, INCLUDING ALL SUPPORTING DOCUMENTS AND $400
FEE, SHOULD BE SENT TO THE APPROPRIATE REGIONAL f)FFIf:F
REGIONAL OFFICE
ADDRESS
COUNTIES SERVED
Asheville Regional Office
2090 US Highway 70
Avery, Buncombe, Burke, Caldwell,
Swannanoa, North Carolina 28778
Cherokee, Clay, Graham, Haywood,
[phone]
Henderson, Jackson, Macon,. Madison,
[phone] Fax
McDowell, Mitchell, Polk, Rutherford,
Swain, Transylvania, Yancey
Fayetteville Regional Office
225 Green Street Suite 714
Anson, Bladen, Cumberland, Harnett,
Fayetteville, North Carolina 28301
Hoke, Montgomery, Moore, Robeson,
[phone]
Richmond, Sampson, Scotland
[phone] Fax
Mooresville Regional Office
610 E. Center Avenue, Suite 301
Alexander, Cabarrus, Catawba,
Mooresville, North Carolina 28115
Cleveland, Gaston, Iredell, Lincoln,
[phone]
Mecklenburg, Rowan, Stanly, Union
[phone] Fax
Raleigh Regional Office
16.28 Mail Service Center
Chatham, Durham, Edgecombe, Franklin,
Raleigh, North Carolina 27699-1628
Granville, Halifax, Johnston, Lee, Nash,
[phone]
Northampton, Orange, Person, Vance,
919 571-4718 Fax
Wake, Warren, Wilson
Washington Regional Office
943 Washington Square Mall
Beaufort, Bertie, Camden, Chowan,
Washington, North Carolina 27889
Craven, Currituck, Dare, Gates, Greene,
[phone]
Hertford, Hyde, Jones, Lenoir, Martin,
[phone] Fax
Pamlico, Pasquotank, Perquimans, Pitt,
Tyrrell, Washington, Wayne
Wilmington Regional Office
127 Cardinal Drive Extension
Brunswick, Carteret, Columbus, Duplin,
Wilmington, North Carolina 28405
New Hanover, Onslow, Pender
[phone]
[phone] Fax
Winston-Salem Regional Office
585 Waughtown Street
Alamance, Alleghany, Ashe, Caswell,
Winston-Salem, North Carolina 27107
Davidson, Davie, Forsyth, Guilford,
[phone]
Rockingham, Randolph, Stokes, Surry,
[phone] Fax
Watauga, Wilkes, Yadkin
Formore information, visit ourweb site at: http✓/h2o.enr.state.nc.us/peres/
FTA 02/03 - Rev. 3 04/05

FAST'TRACK APPLICATION for GRAVITY SEWERS, PUMP STATIONS, AND FORCE MAINS PAGE 3
Q0016591-MODIF
USE THE TAB KEY TO MOVE FROM FIELD TO FIELD!W.
9.
Owner.'
1 a.
Town of Canton
Z................_.
Full Legal Name (company, municipality, HOA, utility, etc.)
_..
0
1 b.
William G. Stamey
Signing Official Name and Title (Please review 15A NCAC 2H .0206(b) for authorized signing officials!)
.
.. .. .... ..... _....-. ........ _..._ .._........... .......... _........... _........ _...................................... _._.._.....1
1 c.
The legal entity who will own this system is:
I
❑Individual El Federal ®Municipality ❑State/County ❑Private Partnership ❑Corporation El Other (specify). I
0
LL
11 d.
58 Park Street 'le. Canton
.._._.._....................._....._._.._............................._._.................................._.....__.........................................._....._.............................................._......................._........................,.........................:............._._......................................................................................................................................................................................................._�
Mailing Address City
Y
1f.
North Carolina 1g. 28716
Z
State Zip Code
_ ................................ ............. ................. ...._........... _........... _....... ... ......................._............_....._.........................._.................................................................. .... ........................ ........... ..................... ....................._..................................
1 h.
-........................... .................. ............_......................_............ ....... ......... ............)
828-648-2363 '1 i. 828-646-3419
..........._Telephone
............... Facsimile E-mail.
U .
2.
_....
Project (Facility) Information:
_
J
........................_............................................................................................................................_.
2a.
North Canton Road Water and Sewer Improvements `2b. Haywood
�_
r..._-^
Brief Project Name
`^ __-) v __ (Permit will refer to this name) County Where Project is Located
3.
Contact Person: ._.. ..... .....................__.._.._................-....................... _.-_............. ---.... ---...................... _.......................... __.... _... _.......................
3a.
__...... __.................... _...... _......... ........... _............. ...................... ................... ........................... _............................. --
R. Marcus Barksdale - McGill Associates
...........
Name and Affiliation of Someone Who Can Answer Questions About this Application
_..... _................................... .... ._............. _......... ...._..... _.......... _.........................
3b.
828-252-0575 3c. [e-mail]
Phone Number E-mail
1.
---..__.._
Project is ❑ New ® Modification (of an existing permit) If Modification, Permit No.: WQ0016591
.... __........ _......................................................... ._......... _.......... _..................._._.._
For
...... _............. _..... ... _.... __......... ----.._........--...._._._..._.._._..-----............. -.__...... __............ --......__..... _...- .._...------ ------ —...... .._..._
modifications, attach a separate sheet clearly explaining the reason for the modification (i.e. adding another
phase,
changing line size/length, etc.). Only include the modified information in this permit application - do not !
duplicate
project information in B(7) and B(10-11) that has already been included in the original permit.
_.._...... __
2.
... _.......................... ........ _.............. _............. _.._... _... .... ..._...----.... _...... _._.... _.......... _._.......... _..... —..... _..... ---...... ....__.._.__._...._-----....__........ _..... ....... _.._.................. _.... -... ---...._......
Owner is ® Public (skip to Item B(3)) ❑ Private (go to Item 2(a))
2a.
If private, applicant will be: 2b. If sold, facilities owned by a (must choose one
❑ Retaining Ownership (i.e. store, church, single office, etc.) or ❑ Public Utility (Instruction III)
❑ Leasing units (lots, townhomes, etc. - skip to Item B(3)) ❑Homeowner Assoc./Developer (Instruction IV)
O
❑ Selling units (lots, townhomes, etc. - go to Item B(2b))
_
_...._.._._....
3.
_.._. _ ......... . ... .......... -.. . ._.....__..........._.... ............. _............. .... _... _....... ... _........... _. ......... _...__..... _...._.....-..._..._.._.._._...---..._._...-.__._.-........._.......- ............ _._..._...--.......... ............. _...... --.....---
Blue Ridge Paper Products Inc.
........ ---._._........._.._.__.
Owner of Wastewater Treatment Facility (WWTF) Treating Wastewater From This Project
................ ........_......_--................... _._._._......__...............__..._.._..........._.._-........._._..._.._....._.._....._..__..._............----.----_.._.........._.....---... -......_............._...._.._..._.---.._...... ---- ._...--....... _......... ........................ ....... ....
�
4a.
Canton Mill Wastewater Treatment Plant 4b. NC0000272
®
Name of WWTF WWTF.
Permit No
ii
........... .....
5a.
_........_.....__......_.............. _......__............._..........--.,_ ---._..... ----------------. ® --.. Y..------...........__.._ _.....__......_...__- _.__.._..._ _ _....__...-- -
- _
N/A 5b. N/A Gravit 5c. N/A
Z
Owner of Downstream Sewer 'Receiving Sewer Size 1❑ Force Main Permit Number of Downstream Sewer (if known)
_H
6.
The origin of this wastewater is (check all that apply):
2
❑ Residential Subdivision 3 ❑ Car Wash
Lll
❑ Apartments/Condominiums ❑Institution o {
❑ Mobile Home Park 100 /o Domestic/Commercial i
❑ Hospital
❑ School ❑ Church 0 % Industrial
m
?._._.._..._...-
❑ Restaurant ❑ NursingHome i % Other (specify):
❑ Office ® Other (specify): Fire Department
'
7.
.................. --......... _.... _..... _.............. _......... _................... _.._...... ........ _.... .......... ...... .... -........... ..._................... .... .................._.__..... ..... __._._......_....-._..__......_._.....__..,..,__..W-_— - .._._.—._._....,_.....__.......,.....,.:_...........,_.............
Volume of wastewater to be allocated for this particular project: 0 gallons per da
*Do not include previously permitted allocations lV 11
P Yp
8.
If the permitted flow is zero, indicate why:IiAPR 2 7 2006
❑ Interceptor Line - Flow will be permitted in subsequent permits that connect to Lis�_lne
® Flow has already been allocated in Permit No. WQ0016591 I
❑ Rehabilitation or replacement of existing sewer with no new flow expected —
WATER-�_
ER QUALITY Y SECTION
ASHEVILLE REGIONAL OFFICE I
PTA 02/03 -- Rev. 3 04/05

FAST -TRACK APPLICATION for GRAVITY SEWERS, PUMP STATIONS, AND FORCE MAINS PAGE 4
9. Provide the wastewater flow calculations used in determining the permitted flow in accordance with 15A NCAC 2H
.0219(I) for Item B(7) or the design flow for line or pump station sizing if zero flow in the space below. Values other than
that in 15A NCAC 2H .0219(I)(1-2) must be supported with actual water or wastewater use data in accordance with 15A
I
NCAC 2H .0219(I)(3).
10. Summary of Sewer Lines to be Permitted (attach additional sheets if necessary)
Size (inches) Length (feet)
-l_
8
800
Gravity or Force Main
(use the pull down menu)
gravity
11. Summary of Pump Stations to be Permitted (attach additional sheets as necessary)
........:...................
_..............................................._..................._............................_..._...................................................._..
Q Location IDPower Reliability Option
(self chosen - as shown on Design Flow Operational Point (1- dual line feed; 2- permanent generator WATS; 3-
Q plans for cross-reference) „ (MGD) GPM @ TDH portable generator w/telemet • 4-wet well storage)
g
3
i.......... _._......................... ....... _.......... .......................................... __....................
........ ................__............ ...._...... _... ... _....... ......_._... _...... _...... _................................. ..........._..._........... ..................................................................... _._............. ......................... _................. ....... -._.-... _..........................._....
O
LL
...................................._........._..............._................._..._.....................__..................__..............__.............................?................_................................................ ....... _............_... ........ ...................................................................................... ..........._................................ ......................._......... ....................................
r I i
12. Does the sewer system comply with the Minimum Design Criteria for the Fast Track Permitting of Pump Stations and Force
Mains (latest version), the Gravity Sewer Minimum Design Criteria (latest version) and 15A NCAC 2H .0200 as applicable?
LiJ ® Yes ❑ No If no, please reference the pertinent minimum design criteria or regulation and indicate why a
11 variance is requested. SUBMIT TWO COPIES OF PLANS, SPECIFICATIONS OR CALCULATIONS
PERTINENT TO THE VARIANCE WITH YOUR APPLICATION
i
13. Have the following
permits/certifications been submitted for approval?
Wetland/Stream Crossings - General Permit or 401 Certification? ❑ Yes ❑ No ® N/A
Sedimentation and Erosion Control Plan? ❑ Yes ❑ No ® N/A
Stormwater? ❑ Yes ❑ No ® N/A
;14. Does this project Involve aerial lines or siphons? Check if yes. ❑
These .lines.will be considered hiah._o.rioritv._and..must_be._checked...once-exe.ry six -months ...................................._.. _...... ........ ......._. ....._................ .
15. Does this project have gravity sewer lines designed at minimum slopes? ❑
Be aware that the Division will not accept installed lines more than 10% flatter than the minimum slope. Lines installed outside this tolerance should be
corrected prior to submitting the final engineering certification..
FTA 02/03 - Rev. 3 04/05

FA$T-TRACK APPLICATION for GRAVITY SEWERS, PUMP STATIONS, AND FORCE MAINS PAGE 5
W
Z
®_
F°
P
w
W
V
W1
I
2a
Use the Division's guidance document entitled, "DETERMINING STREAM CLASSIFICATIONS FOR FORM FTA 02/03
(FAST -TRACK SEWER SYSTEMS)" to collect and record the stream classification data below (attach additional sheets as
necessary). This document is available from our web site or by contacting the appropriate Division of Water Quality
regional office (see instructions for addresses) OR indicate the following:
........................................... ........._.................................. ..................... ............................................................................................................. ............... .... ................ ....__._................. .......................... _.......... ........ _.......... ........................................ ................................ _... _..:..................... _...... _........... ...................... _...........
® A Stream Classification is not needed because all parts of the project are at least 100 feet away from any down slope
waterbody; AND,
. -....................._.................._...._........_....._.._...._.._.......... ...
... ..................._._..... ._................ ............... __........ _.............. .......... _................................... ............................... _............................... ............... .................................. _...
El A Stream ClassificationInot needed because thedesig
n does not depend on wet well storage as a power reliability
option for any pump station near a Class C down slope waterbody.
Location ID on Map j
(self chosen - as shown on ' Name of Waterbody Stream Waterbody
map for cross-reference) Waterbody Count River Basin Index
...._........_y................_.......... .. ... j Classification
Submit the 8.5" x I I" COLOR topographic map as required in Instruction VI
regardless of whether a classification is provided!
Applicant's Certification:
1, William G. Stamev, attest that this application for North Canton Road Water and Sewer Extension
has been reviewed by me and is accurate and complete to the best of my knowledge. I understand that if all required
parts of this application are not completed and that if all required supporting documentation and attachments are not
included, this application package is subject to being returned as incomplete. Note: In accordance with North Carolina
General Statutes 143-215.6A and 143-215.6B, any person who knowingly makes any false statement, representation, or
rtification in a y application shall be guilty of a Class 2 misdemeanor which may includ a fine not to exceed $10,000
well aslcivil nalties $25, 000 per violation.
Sig -Wing &icial Sig ature
Professional Engineer's Certification:
Date
I attest that this application for North Canton Road Water and Sewer Extension has been reviewed by me and is accurate,
complete and consistent with the information in the engineering plans, calculations, and all other supporting documentation
to the best of my knowledge. I further attest that to the best of my knowledge the proposed design has been prepared in
accordance with the applicable regulations, Gravity Sewer Minimum Design Criteria for Gravity Sewers adopted February
12, 1996, and the Minimum Design Criteria for the Fast -Track Permitting of Pump Stations and Force Mains adopted June
1, 2000 and the watershed classification in accordance with Division guidance. Although certain portions of this submittal
package may have been developed by other professionals, inclusion of these materials under my signature and seal
signifies that I have reviewed this material and have judged it to be consistent with the proposed design. Note: In
accordance with NC General Statutes 143-215.6A and 143-215.6B, any person who knowingly makes any false statement
representation, or certification in any application shall be guilty of a Class 2 misdemeanor which may include a fine not to
exceed $10,000 as well as civil penalties up to $25,000 per violation.
R. Marcus Barksdale
Professional Engineer Name
...... ............._............... ._................... .............. -................... ............ _.......__..................... _._...............
.._._......._.......
2b. McGill Associates, P.A.
Engineering Firm
2c. 55 Broad Street
Mailing Address
2d. Asheville
City
......................................... _ ......... _ ...........
2g. 828-252-0575
Telephone
.2e. NC .2f. 28801
State Zip
........................ --........
.........._.._...__..........:........_..............__...............��_:.._.....g......._......_g ......................
828-252-2518 2i. marcus me illen ineers
Facsimile E-mail
CA
3S,
A
28C.
ature & Date
FTA 02/03 - Rev. 3 04/05

TopgZone - The Web's Topographic Map
Page 1 of 1
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0 0.1 0.z 0.J 0.4 0.0 Km
0 0.09 O AB 0.27 0.36 0.45 m i
Map center is UTM 17 333806E 3936463N (WGS84/NAD83)
Canton quadrangle M=-5.681
Projection is UTM Zone 17 NAD83 Datum G=-1.06 r
http://Www.topozone. comlprint. asp?z=17&n=3936463.00003054&e=333805.999989658&s=24&... 4/17/2006

L '-�McGi-ff
A S S O C I A T E S
April 25, 2006
WQ0016591-MODIFO
a- -G--E1-V E
APR 2 7 2006
WATER QUALITY SECTION
ASHEVILLE REGIONAL OFFICE
Mr. Roger Edwards
Asheville Regional Office, Division of Water Quality
North Carolina Department of Environment and Natural Resources
2090 U.S. Highway 70 ,
Swannanoa, North Carolina 28778
RE: Fast Track Application Modification
North Canton Road Water & Sewer
Improvements
Dear Mr. Edwards:
Enclosed please find one (1) original and 1 copy of the completed and appropriately executed of
the Fast Track Application for the subject project. Also included is the accompanying color copy of the
applicable portion of the USGS topographic map identifying the project location.
Please note that the subject Fast Track Application is a modification of permit WQ0016591
issued for the project entitled "Newfound Road Interchange Water & Sewer Improvements". The'-���
North Canton Road Sewer Line portion of that project was permitted, but was not constructed due to
lack of funds. That portion will soon be constructed under the existing permits and approvals.
The current application entails an extension of the previous sewer line to serve the North
Canton Fire Department, which is presently constructing new facilities on property located behind their
existing building. As part of the sewer extension, the road crossing will be relocated to station
31+82.00 from the previously approved station 30+08.85.
Please do not hesitate to call me if you have any questions or need additional information.
Sincerely,
McGILL ASSOCIATES, P.A.
,V( T<
R. MARCUS BARKSDALE, P.E.
Enclosures
cc: William G. Stamey, Town of Canton
Mike Waresak, McGill Associates
98505/N Canton Rd/letters/re25apr06.doc
E n g i n e e r i n g • P l a n n i n g • F i n a n c e
McGill Associates, P.A. • P.O. Box 2259, Asheville, NC 28802 • 55 Broad Street, Asheville, NC 28801
828-252-0575 • Fax: [phone]

WQ0016591-MODIFO o 6 & i
FAST -TRACK APPLICATION REVIEW PROCEDURES j
Project Name: C - ' �'�-e�� Review Date: �.� l a3/ C) C-)
Project Number: Reviewer:
All fast -track projects should be submitted on the application entitled "Fast -Track Application for
Gravity Sewers, Pump Stations, and Force Mains" (FORM: FTA 02103 Rev 3,currently) unless
otherwise directed by the PERCS. Any pump station/force main projects that require an
Environmental Assessment (EA) are excluded from the Fast -Track review process, and should be
submitted for full review to the Central Office (PERCS) on FORM: PSFMGSA 10/99. Additionally,
any projects involving a flow reduction request must receive approval for the flow reduction from
the central office.
PRE- VIEW
7Does the application package appear to be generally complete (i.e. all attachments, check, key
questions answered)? If any portion of the application is not complete, or if any required
instruction items have been omitted, RETURN the application package and supporting
documents to the applicant using the Project Return Letter template. Send the package and
letter via certified mail to the applicant, and a copy of the letter to the engineering consultant.
Any projects that are to be returned shall be returned prior to accepting the application (i.e.,
before logging in the application and depositing the check). After a project has been accepted,
1 r any information that is found to be incorrect and/or lacking must be requested via an Additional
Information Request in accordance with 15A NCAC 2H .0208(e).
f
Ensure that a check for $400 is submitted and made out to NCDENR. All new projects and major
modifications to existing projects require an application fee. A major modification includes any
changes to permitted flow volumes, chances in pipe diameter, changes in pipe length greater that
10% of the originally permitted length, changes in the operating points of a pump station, etc.
E TION A - Application Information
If the applicant is private (Item B(2)) and listed as a corporation, check the NC Department of the
Secretary of State's web site at http://www.secretary.state.nc.us/Corporations/ to ensure that the
® Applicant is registered with the Secretary of State to conduct business as a corporation in the
State of NC. Developer's and HOA's should be listed.
�./ nsure that the signing official meets the requirements of 15A NCAC 2H .0206(b). If they do not,
request a revised application that has been completed by an appropriate official or a letter from
an appropriate official that indicates the person in question is delegated to sign the application on
the applicant's behalf. A current list of Delegated Signing Officials can be obtained from the
r PERCS. If a new delegated signing official letter is presented with the application, forward a copy
to the central office so that the person may be added to the Delegated Signing Official list. The
central office will send E-mails to the appropriate region if anew signing official has been added
so that the most current list can be used. The Non -Discharge Permitting Unit has an example
,_. delegated signing official letter from http://h2o.enr.state.nc.Lls/PERCS/spraypol.htmI#DELEG.
SECTI N B - Permit Info= t'
Project is new? odification? I e project is a modification to an existing permit, be sure to
enter the applic n into BI s a permit modification (i.e"'renew/modify application". and not
"create new project"). BIMS will pull the previous signing official and affiliations information.
Please go through all the tabs and ensure the information is correct for the current project.
Applicant a public entity (e.g. county, town, sanitary district)?
Applicant a private entity?
Own (i.e. lease) units, lots, parcels, etc?
.1
FAST -TRACK Application Review Procedures 2003 (Rev 2/06)

Sell units, lots, parcels, etc?
Certificate of Public Convenience and Necessity? 2H.0205(d)(2)
o Required if the applicant is a public utility. In lieu of a Certificate of Public
Convenience and Necessity, they may submit written approval from the
North Carolina Utilities Commission's Public Staff that states that the utility is
allowed to provide utility service in the subject project area. Note that the
project name on the application and on the CPCN must match. Contact the
NCUC Public Staff if questions arise. This is NOT REQUIRED for a
municipality or county! Examples of companies that would provide a CPCN
are Heater Utilities or Carolina Water Service, etc.
******OR*******
Operational Agreement? 2H .0205(d)(2
♦ Operational Agreements are only required if the applicant is not a public
entity (i.e. Town, County, etc.) or public utility as designated by the North
Carolina Utilities Commission AND the lots being served by the collection
system are to be sold to individual owners.
♦ If the applicant is a developer, they must fill out the DEVELOPER
Operational Agreement (FORM: DEV 02/03). A developer may be
responsible for the system for an interim period until the homeowners
association is formed, at which time a Permit Name/Ownership Change
request (FORM: PNOCF 06/00) will be needed to transfer the permit to
the HOA.
♦ If the applicant is a homeowners' association (HOA), they must fill out
the ASSOCIATION Operational Agreement (FORM: HOA 02/03 The
HOA must be registered with the Secretary of State's office and must
provide a copy of the Associations' Bylaws and Articles of Incorporation.
These documents should be reviewed to ensure that all applicable
language regarding the collection system is included as is required by
the Operational Agreement.
♦ The Operational Agreement should be attached to the permit and
incorporated into the language of the permit. Please note that Operational
Agreement language should not be altered without approval from the
Attorney General's Office. Operational Agreements are available at
http://h2o.enr.state.nc.us/PERCS/ from the collection system applications
page.
Approval of flow to receiving sewers and WWTF? (i.e. P4 procedure, but now in-house!)
♦ Ensure that the receiving sewers and WWTF have adequate capacity available to accept the
flow volume that is being requested, and that the WWTF has been in compliance with their
treatment and disposal permit.
,IZZFlow acceptance letter(s) from the owner of the WWTF and owner of any intermediate sewers (if
different from WWTF owner and applicant)? 2H .0205(d)(3)(C)
♦ Required only if the applicant and the owner of the WWTF/intermediate sewers are not the
same entity.
♦ Project specific flow acceptance letters are required.
♦ Ensure that the following items appear in the flow acceptance letter: applicant's name,
project name, amount of wastewater flow accepted, date that the flow acceptance was
granted, expiration date of the acceptance, and name/permit number of the receiving WWTF.
Do not accept a flow acceptance letter that was issued more than one year prior to the
receipt of the package.
♦ Ensure that the owner accepted the entire volume of flow listed in application.
2_
FAST -TRACK Application Review Procedures 2003 (Rev 2/06)

.� Main Problems Noted: A flow acceptance letter is provided by the receiving WWTP owner but
not the downstream sewer owner, which both are different from the applicant. Example, private
developer in Knightdale. Both Knightdale and Raleigh would need to provide a flow acceptance
letter as Knightdale will transport the wastewater and Raleigh will treat the wastewater.
,/ l�l/astewater industria omestic - nature?
♦ Most projects will be for wastewater that is domestic in nature, however, if Item B.6 indicates
that the wastewater is industrial in nature, notify the Regional Office Pretreatment
Coordinator or the WQ Pretreatment Unit Central Office to determine if a pretreatment permit
/ is needed or if a program already in place and compliant.
Flow volume calculated correctly? 2H .0299(1)
♦ Ensure that the daily design flow in the application is based on the guidance provided in the
regulations or existing flow, and that the explanation as to how this volume was determined is
very specific (i.e., 22 three -bedroom homes, 50,000 s.f. of retail space, 18 employees, etc).
This information will be included in the description of the system in the permit. Our regs say
120 gpd/bedroom for residential. Note that for one -bedroom the minimum they can use is
240 gpd.
♦ If daily design flow is not based on regulations, ensure that the applicant has an approved
flow reduction of daily design flow rate on file with the Division. A list of approved flow
reductions may be obtained from the DWQ Intranet or by contacting the PERCS. Flow
reduction requests are to be reviewed by the central office, and must be reviewed and
approved before the application is accepted by the regional office for review.
♦ On occasion, there may be an instance where supporting documentation is submitted with
the application for a specific facility. Contact PERCS to determine a course of action.
♦ Ensure that the flows shown on the application match up to what is shown on the plans (if
available for review). For example, if the application states that 100 lots are to be developed,
ensure that there are 100 lots, and not 150 lots, shown on the plans. Plans are only required
for review if the applicant is requesting a variance to the MDC or the .0200's.
♦ Do not allocate "future" wastewater flows (i.e., that based on speculative development).
These would be permitted in future wastewater collection system extensions. Although, we
do allocate "unknown" flows on a per acre basis for industrial/commercial park applications.
Generally, the Division has accepted between 900 gpd/acre — 1500 gpd/acre. Let the
engineer support his calculation.
Adequate information provided regarding the proposed gravity sewer and/or force main (if
applicable)?
Note 1: An Environmental Assessment may be required if there are 3 miles of gravity sewer over
18-inches in diameter (15A NCAC 1C .0100). Environmental Assessment projects can NOT go
Fast -Track!
Main Problems Noted: A public entity specifies 6-inch line when 8-inch is required; 4-inch line is
AIAspecified and no variance requested
a' Adequate information provided regarding the proposed um stations if applicable)?
q P 9 9 P P pump ()(
Note: An Environmental Assessment may be required if the pump station(s) have a firm capacity
of 1,750 GPM or greater (15A NCAC 1C .0100). If there are any questions about whether an EA
may be required, discuss with your supervisor or contact Alex Marks of the Planning Branch's
Local Government Assistance Unit.
♦ Power reliability at the pump station provided in accordance with Section 5.04 of the
Minimum Design Criteria for the Fast -Track Permitting of Pump Stations and Force Mains
document (i.e. dual line feed, portable generator w/telemetry, permanent generptor with
automatic transfer switch, wet well storage if near Class C waters)? Note 1: Section C of the
FTA has to be completed and show a Class C down slope water in order to use wet well
storage as a reliability option. Include the special condition in the permit. You will need to
ask for storage calculations and the power outage data. Note 2: Ensure telemetry is specified
if a portable generator is called out. Check with the engineer if unsure. Note 3: Ensure an
automatic transfer switch (ATS) is specified if a permanent (standby) generator is specified.
Check with the engineer if unsure.
Main Problems Noted: Failure to specify appropriate or applicable power reliability option
3
FAST -TRACK Application Review Procedures 2003 (Rev 2/06)

Project designed in accordance with 15A NCAC 2H .0200, the Gravity Sewer Minimum Design ,
Criteria and the Minimum Design Criteria for the Fast -Track Permitting of Pump Stations and
Force Mains document (as applicable)? NO will be checked in Item B(12) of the FTA. If NO,
forward one copy of the supporting documents to the Central Office for review, indicating the
permit number, owner and project name The Central Office will review the variance request, and
if approvable specific language regarding the variance will be forwarded to the Regional Office
reviewer to incorporate into the permit. A copy of the variance letter provided by the central office
should be kept with the application file. If you catch something in the application or supporting
documents that is not in accordance with our regs or MDC, send an additional information
request.
Main Problems Noted: A public entity specifies 6-inch line when 8-inch is required; 4-inch line is
specified and no variance requested; supporting documents show slope issues...
SECTION C — Watershed Classification
(� f;-4atershed
or topographic map submitted?
classification required? If YES, you are advised to "spot-check" the classification(s).
If NO, ensure the applicant/engineer has indicated why one is not required. BOTH BOXES IN
SECTION C MUST BE CHECKED TO NOT PROVIDE A CLASSIFICATION!
SECTIO>-ff—Applicant Certifications
S/ Signing Official's signature? 2H .0206(b)
e Ensure that the applicant's signature is the same person as that listed as the applicant's
signing official on Page 1 of the application form.
__C_--P,E stamped, signed, and dated application, plans, specifications, and calculations (if applicable)?
2H . 0205(d) (1) (A) (iii)
♦ Ensure that the same engineer has signed, sealed, and dated the application and all the
items, with the exception of items designed by specialty disciplines (i.e., architectural,
structural, plumbing, and electrical plans). If not, an explanation and/or authorization is
required.
�f
Adequate information provided for the engineer/engineering firm?
PE with active license in North Carolina? 2H .0205(d)(1)(A)(iii) or 2H .0203(28)
♦ Ensure that ALL pertinent P.E's have active licenses by checking the NC Professional
Engineer's Board web site (www.ncbels.org - the PE number must be six digits, use leading 0
when needed).
♦ If the PE seal number does not show up on the web site database, call the PE Board for
verification [phone].
Drafting a Permit
♦ In order to be consistent, use the most current version of the Fast -Track permit shell. This permit
shell contains specific language with respect to the Minimum Design Criteria, regulations, and
collection system permitting. The PERCS will notify you of any changes to. this permit shell.
♦ Be specific with respect the system description and information. Indicate the flow, what the project
will be serving, length and size of gravity sewer lines and force mains, etc. For projects involving
pump stations, the size of the pump stations, as well as the reliability option and any additional info
(telemetry, odor' control system, etc) should be included. A sample permit is on the DWQ Intranet.
♦ Add or remove any special conditions as necessary. Please call attention to any non-standard permit
conditions in the cover letter of the permit and include the permit condition where necessary. See the
Example Special Conditions document.
♦ If the project is a modification, don't forget to include the system description from the previous permit
and void the previous permit in the language! Some of these can be tricky so feel free to run the
drafted permit through PERCS first before issuance.
♦ It is preferable if Fast -Tracks are saved electronically by permit number under issued year and month.
4
FAST -TRACK Application Review Procedures 2003 (Rev 2/06)

Denying'a Project
♦ If the Reviewer/Supervisor determines that an application package should be denied because it can
not meet NC Statutes, rules or regulations, then a denial letter should be drafted. Special attention
should be paid to the statutory deadline for permitting. If it is thought that a project might be
denied, it is important to review it and draftthe denial letter as soon as possible. There must
be time allowed for the denial letter to be sent up to the Director and signed prior to the
statutory date.
♦ The Reviewer should use the Application Denial Letter template to prepare a denial package for the
Supervisor's review and submittal to the Director for signature. The letter should not be dated, but
instead will be dated after the Director signs it. A memo to the Director should be attached to the top
of the denial package summarizing the reasons for denial. This package must be singed off on by the
reviewer, supervisor, Section Chief, and Director. Distribute the letter as directed in "Issuing a
Permit" below.
Issuing a Permit
♦ Permits should be signed only by those delegated to sign for the Director.
♦ Permits should be distributed as follows (include the signed Operational Agreement with the
permit and all distribution copies if applicable!):
✓ Original to the Permittee
✓ Copy to the consulting engineer
✓ Copy to the county health department
✓ Copy to the Mecklenburg County Department of Environmental Protection for all projects located
in Mecklenburg County
✓ Copy(ies) to the owner of the WWTF and owner of the downstream sewers (if different than the
Permittee)
✓ Electronic Copy and Hard Copy to the PERCS for our files
✓ Copy to Central Files (attach application package and any supporting documents with a staple —
do not include any plans unless they are small and can be folded up into an 8.5" x 1 V sheet)
✓ Save an electronic version named WQOOXXXXX.doc in a folder on your office shared drive or
hard drive. Try to keep your drafts and issued files separate. SEND ELECTRONIC COPIES TO
PERCS on a frequent basis — weekly or monthly!
Permit Corrections
♦ If a permit has been issued but an error discovered MADE BY US internally or by the Permittee or
their engineer, a permit correction is necessary.
♦ Pull the original permit and make the corrections — do not change issue dates or enter a new
application in BIMS — resave the permit
♦ Prepare the permit correction cover letter modifying as applicable — the corrections need to be
distributed to the same people/agencies who received the orginal permit
♦ Print the corrected permit and permit correction letter — sign if needed
♦ Maintain Permit in BIMS — add permit corrected event date and comments as to what was corrected
♦ Copy and distribute
The Certification
♦ Final engineering certifications will be submitted back to your office when the project is complete.
These should be date stamped (the certification page, record drawings and calculations, if applicable)
♦ Construction, Grants & Loans (CGL) may request and audit some of these certifications
♦ Regardless of whether the region or CGL reviews a certification, the receipt date must be logged into
BIMS. Perform the following: Maintain Permit, Enter Permit No., Go to Events Tab, Add Event, Select
Engineering/Tech Specialist Certification Received, Enter Receipt Date
♦ If the certification sheet is marked partial — put partial in the event comment field.
♦ If the certification seems incomplete — missing plans or calculations or no PE seal — note incomplete
in the comment field. Send an incomplete certification letter. The certification page in the permit
explains exactly what the engineer is to provide.
♦ If the certification is provided to CGL — maintain the engineer certification received event and put "to
CGL for review on DATE" in. the event engineer certification received comment field.
5
FAST -TRACK Application Review Procedures 2003 (Rev 2/06)

♦ If the region wishes to perform a detailed review — look for items not meeting the minimum desigr5 ' - ", ' i
criteria or outside of the permit. For instance, minimum cover; slope; minimum separation distances;
line size changes; length; reroutes; additional lots than permitted; pump station alarms; pump cycle
times; no indication of record drawing (as-builts) on plans; no PE seal or note about record drawings
(land surveyor seals are not appropriate). A certification checklist is being developed.
♦ Regardless of review, certifications need to be processed as this closes out the permit. Follow the
processing engineering certifications guidance document.
6
FAST -TRACK Application Review Procedures 2003 (Rev 2/06)

ENGINEERING CERTIFICATION — POST CONSTRUCTION
System Description:
800 additional linear feet of 8-inch diameter gravity sewer
Complete and submit this form to the Asheville regional office with the followi
One copy of the project record drawings (plan & profile views of sewer lir
system extension
3ter_&-_Sewer . Havwood Co_ May 12,. 2006
- )j
f AFR 1 5 2009 i ;(
g: SI_______J
T, SECTI0i,,1
A8HEVILLE f FGIn; iy! r-�
i l of the-wastewater_rnflPctmn I
supporting design calculations (selected pumps, system curve, operating point, available storage if portable
generator(s) or storage greater than longest past three year outage reliability option selected) for any pump
stations permitted as part of this project
Changes to the project should be clearly identified on the record drawings or in written summary form. Permit
modifications are required for any changes resulting in non-compliance with this permit, regulations or
minimum design criteria.
This project shall not be considered complete nor allowed to operate until this Engineer's Certification and all
required supporting documentation have been received by the Division. Therefore, it is highly recommended
that this certification be sent in a manner that provides proof of receipt by the Division.
ENGINEERS CERTIFICATION
❑ Partial Final
I,R. Marcus Barksdal(Bs a duly registered Professional Engineer in the State of North Carolina, having
been authorized to observe (periodically, ❑ weekly, ❑ full time) the construction of the above referenced
project for the Permittee hereby state that, to the best of my abilities, due care and diligence was used in the
observation of the construction such that the construction was observed to be built within substantial compliance
of this permit; 15A NCAC 2H .0200; the Division of Water Quality's (Division) Gravity Sewer Minimum Design
Criteria adopted February 12, 1996 as applicable; the Division's Minimum Design Criteria for the Fast -Track
Permitting of Pump Stations and Force Mains adopted June 1, 2000 as applicable; and other supporting
materials.
North Carolina Professional Engineer's
seal, signature, and date:
/Z
®�Ftlll`�
l
1 �l APR 1 5 2009
SEND TaTFORM`'& SUP�'TOf TWG MENTATION
WITH REQUIRED -ATTACHMENTS TO-THE-FO-E 01h NG ADDRESS
ROGER C. EDWARDS
SURFACE WATER PROTECTION SUPERVISOR
ASHEVILLE REGIONAL OFFICE
2090 US HIGHWAY 70
SWANNANOA, NC 28778
The Permittee is responsible for tracking all partial certifications up until a final certification is received. Any wastewater flow
made tributary to the wastewater collection system extension prior to completion of this Engineer's Certification shall be
considered a violation of the permit and shall subject the Permittee to appropriate enforcement actions.

Permit No. W00016591 Modification Town of Canton. North Canton Road Water & Sewer. Haywood Co.. Mav 12, 2006
a. Any process unit failure, due to known or unknown reasons, that renders the facility incapable
of adequate wastewater transport, such as mechanical or electrical failures of pumps, line
blockage or breakage, etc.; or
b. Any failure of a pumping station or sewer line resulting in a by-pass directly to receiving waters
without treatment of all or any portion of the influent to such station or facility.
Voice mail messages or faxed information is permissible but this shall not be considered as the
initial verbal report. Overflows and spills occurring outside normal business hours may also be
reported to the Division of Emergency Management at telephone number [phone] or (919)
733-3300. Persons reporting any of the above occurrences shall file a spill report by completing
Part I of Form CS-SSO (or the most current Division approved form), within five days following first
knowledge of the occurrence. This report shall outline the actions taken or proposed to ensure that
the problem -does not recur. Per Condition 1(2), Part II of Form CS-SSO (or the most current
Division approved form) can also be completed to show that the SSO was beyond control.
Permit issued this the 12t' day of May, 2006
NORTH CAROLINA ENVIRONMENTAL MANAGEMENT COMMISSION
for A an . Klimek, P.E., Director
Division of Water Quality
By Authority of the Environmental Management Commission
Permit Number WQ0016591 Modification

Permit No. WO0016591 Modification. Town of Canton North Canton Road Water & Sewer. Haywood Co May 12, 2006
4. This permit shall not be transferable. In the event there is a desire for the wastewater collection
facilities to change ownership, or there is a name change of the Permittee, a formal permit request
shall be submitted to the Division accompanied by documentation from the parties involved, and
other supporting materials as may be appropriate. The approval of this request shall be
considered on its merits and may or may not be approved.
5. Construction of the gravity sewers, pump stations, and force mains shall be scheduled so as not to
interrupt service by the existing utilities nor result in an overflow or bypass discharge of wastewater
to the surface waters of the State.
6. Upon completion of construction and prior to operation of these permitted facilities, a certification, a
copy of the construction record drawings, as well as supporting design calculations for any pump
stations permitted as part of this project shall be received from a North Carolina -licensed
Professional Engineer certifying that the facilities have been installed in accordance with this
permit; 1-5A NCAC 2H .0200; the Division's Gravity Sewer Design Criteria adopted February 12,
1996 as applicable; the Division's Minimum Design Criteria for the Fast -Track Permitting of Pump
Station and Force Main adopted June 1, 2000 as applicable; and other supporting materials. If this
project is to be completed in phases and partially certified, you shall retain the responsibility to
track further construction approved under the same permit, and shall provide a final certificate of
completion once the entire project has been completed. A copy of the construction record
drawings, indicating the facilities constructed in the phase being certified, shall be submitted with
each partial certification. Mail the Engineer's Certification, one copy of the "Construction Record
Drawings," and one copy of the supporting design calculations to the Non -Discharge Permitting
Unit, 1617 Mail Service Center, Raleigh, NC 27699-1617. f .
7. A copy of the construction record drawings shall be maintained on file by the Permittee for the life
of the wastewater collection facilities.
8. Failure to abide by the conditions and limitations contained in this permit; 15A NCAC 2H .0200; the
Division's Gravity Sewer Design Criteria adopted February .12,. 1996 as applicable; the Division's
Minimum Design Criteria for the Fast -Track Permitting of Pump Station and Force Mains adopted
June 1, 2000 as applicable; -and other supporting materials may subject the Permittee to an
enforcement action by the Division, in accordance with North Carolina General Statutes §143-
215.6A through §143-215.6C.
9. In the event that the wastewater collection facilities fail to perform satisfactorily, including the
creation of nuisance conditions, the Permittee shall take immediate corrective action, including
those as may be required by this Division, such as the construction of additional or replacement
facilities.
10. The issuance of this permit shall not exempt the Permittee from complying with any and all
statutes, rules, regulations, or ordinances that may be imposed by other government agencies
(local, state and federal) which have jurisdiction, including but not limited to applicable river buffer
rules in 15A NCAC 2B .0200, erosion and sedimentation control requirements in 15A NCAC Ch. 4
and under the Division's General Permit NCG010000, and any, requirements pertaining to wetlands
under 15A NCAC 2B .0200 and 15A NCAC 2H .0500.
11. Noncompliance Notification:
The Permittee shall report by telephone to a water quality staff member at the Asheville Regional
Office, telephone number [phone], as soon as possible, but in no case more than 24 hours
or on the next working day, following the occurrence or first knowledge of the occurrence of either
of the following:

NORTH CAROLINA
ENVIRONMENTAL MANAGEMENT COMMISSION
DEPARTMENT OF ENVIRONMENT AND NATURAL RESOURCES
TOWN OF CANTON
NORTH CANTON ROAD WATER AND SEWER IMPROVEMENTS
HAYWOOD COUNTY
WASTEWATER COLLECTION SYSTEM EXTENSION PERMIT WQ0016591 MODIFICATION
This permit shall be effective from the date of issuance until rescinded and shall be subject to the
following specified conditions and limitations:
This permit shall become voidable unless the wastewater collection facilities are constructed in
accordance with the conditions of this permit; 15A NCAC 2H .0200; the Division of Water Quality's
(Division) Gravity Sewer Minimum Design Criteria adopted February 12, 1996 as applicable; the
Division's Minimum Design Criteria for the Fast -Track Permitting of Pump Stations and Force
Mains adopted June 1, 2000 as applicable; and other supporting materials unless specifically
mentioned herein.
2. This permit shall be effective only with respect to the nature and volume of wastes described in the
application and other supporting data.
3. The wastewater collection facilities shall be properly maintained and operated at all times. The
Permittee shall maintain compliance with an individual system -wide collection system permit for the
operation. and maintenance of these facilities as required by 15A NCAC 2H .0227. If an. individual
permit is not required, the following performance criteria shall be met as provided in 15A NCAC 2H
.0227:
a. The sewer system shall be effectively maintained and operated at all times to prevent
discharge to land or surface waters, and any contravention of the groundwater standards in
15A NCAC 2L .0200 or the surface water standards in 15A NCAC 2B .0200.
b. A map of the sewer system shall be developed and shall be actively maintained.
c. An operation and. maintenance plan shall be developed and implemented.
d. Pump stations that. are not connected to a telemetry system shall be inspected every day (i.e.
365. days per year). Pump stations that are connected to a telemetry system shall be
inspected at least once per week.
e. High -priority sewer lines shall be inspected at least once per every six-month period of time.
f. A general observation of the entire sewer system shall be conducted at least once per year.
g. Inspection and. maintenance records shall be maintained for a period of at least three years.
h. Overflows and bypasses shall be reported to the appropriate Division regional office in
accordance with 15A NCAC 2B .0506(a), and public notice shall be provided as required by
North Carolina General Statute §143-215.1 C.

Town of Canton May 12, 2006 Page 2
In accordance with the provisions of Article 21 of Chapter 143, General Statutes of North Carolina as
amended, and other applicable Laws, Rules, and Regulations, permission is hereby granted to the
Town of Canton for the construction and operation of approximately 800 additional linear feet of 8-inch
gravity sewer to serve the North Canton Road area in conformity with 15A NCAC 2H .0200; the
Division's Gravity Sewer Minimum Design Criteria adopted February 12, 1996 as applicable; the
Division's Minimum Design Criteria for the Fast -Track Permitting of Pump Stations and Force Mains
adopted June 1, 2000 as applicable; and other supporting data subsequently filed and approved by the
Department of Environment and Natural Resources and considered a part of this permit.
The sewage and wastewater collected by this system shall be treated in the Blue Ridge Paper
Company's Wastewater Treatment Facility (Permit No. NC0000272) prior to being discharged into the
receiving stream.
If any parts, requirements, or limitations contained in this permit are unacceptable, you have the
right to request an adjudicatory hearing upon written request within 30 days following receipt of this
permit. This request must be in the form of a written petition, conforming to Chapter 150B of North
Carolina General Statutes, and filed with the Office of Administrative Hearings, 6714 Mail Service
Center, Raleigh, NC 27699-6714. Unless such demands are made, this permit shall be final and
binding.
If you need additional information concerning this matter, please contact Roy Davis at (828)
296-4500.
Sincerely,
for Alan W. Klimek, P.E., Director
Division of Water Quality
cc: Haywood County Building Inspector
Surface Water Protection (WWTF Permit No. NC0000272)
R. Marcus Barksdale
Derric Brown -Blue Ridge Paper
PERCS Files

Michael F. Easley, Governor
p .e Ji William G. Ross Jr., Secretary
l G� ` ``+ Carolina Department of Environment and Natural Resources
He A,
May 12, 2006
Mr. William G. Stamey, Town Manager
Town of Canton
58 Park Street
Canton, North Carolina
Alan W. Klimek, P.E., Director
Division of Water Quality
Asheville
Subject: Permit No. WQ0016591 Modification
Town of Canton
North Canton Road Water and Sewer
Improvements
Wastewater Collection System Extension
Haywood County
Dear Mr. Stamey:
In accordance with your application received on April 27,2006 we are forwarding herewith
Permit No. WQ001 6591 -Modification, dated May 12, 2006, to the Town of Canton for the construction
and operation of the subject wastewater collection system extension. This permit shall be effective
from the date of issuance until rescinded and shall be subject to the conditions and limitations as
specified therein. This cover letter shall be considered a part of this permit and is incorporated therein
by reference. This modification represents an additional 800 linear feet of 8-inch diameter gravity
sewer.
Please pay particular attention to Permit Condition 3 which requires that the wastewater
collection facilities be properly operated and maintained in accordance with 15A NCAC 2H .0227 or any
individual system -wide collection system permit issued to the Permittee.
Permitting of this project does not constitute an acceptance of any part of the project that does
not meet 15A NCAC 2H .0200; the Division of Water Quality's (Division) Gravity Sewer Minimum
Design Criteria adopted February 12, 1996 as applicable; and the Division's Minimum Design Criteria
for the Fast -Track Permitting of Pump Stations and Force Mains adopted June 1, 2000 as applicable,
unless specifically mentioned herein. Division approval is based on acceptance of the certification
provided by the North Carolina4censed Professional Engineer named in the application. It shall be the
Permittee's responsibility to ensure that the as -constructed project meets the appropriate design criteria
and rules. Failure to comply may result in penalties in accordance with North Carolina General Statute
§143-215.6A through §143-215.6C, construction of additional or replacement wastewater collection
facilities, and/or referral of the North Carolina -licensed Professional Engineer to the licensing board.
Asheville Regional Office Internet www.ncwaterquality.org
2090 US Highway 70, Swannanoa, NC 28778 Telephone [phone] Fax [phone]
DENR Customer Service Center Telephone [phone] NO "etI1C8TOlLila
An Equal Opportunity Action Employer 50% recycled/10% post -consumer paper NorthCar a

JMcGM
A S S O C I A T E S
April 14, 2009
Mr. Roy Davis, Lead Engineer
North Carolina Division of Water Quality
Asheville Regional Office
2090 Highway US 70
Swannanoa, North Carolina 28778
Dear Mr. Davis:
III III APR 1 5 2009 ; LJ
WATER QUALITY SECTION
ASHEVILLE REGIONAL OFFI� E
i
RE: Engineer's Certification
Wastewater Sewer Portion of the
North Canton Road Water & Sewer
Improvements Project
Permit No. WQ0016591
Canton, North Carolina
Enclosed please find one (1) copy each of the Engineer's Certification and the project
record drawings for the wastewater sewer portion of the subject project.
Please do not hesitate to call me if you have any questions or need additional information.
Sincerely,
McGILL ASSOCIATES, P.A.
R. MARCUS BARKSDALE, P.E.
Senior Project Engineer
RMB/rmb
Enclosures
cc: Al Matthews, Town of Canton
Richard Hodge, Town of Canton (with enclosures)
Mike Waresak, McGill Associates
98505/N Canton Rd/letters/rdl4api09.doc
E n g i n e e r i n g P l a n n i n g F i n a n c e
McGill Associates, P.A. • P.O. Box 2259, Asheville, NC 28802 • 55 Broad Street, Asheville, NC 28801
828-252-0575 • Fax: [phone]

W ATE9QG Michael F. Easley, Governor
William G. Ross Jr., Secretary
rNorth Carolina Department of Environment and Natural Resources
Q Alan W. HIimek, P.E. Director
Division of Water Quality
April 20, 2006
MEMORANDUM
AIF R 2 5 2006
b __�_._
TO: ;Ro er_Ed_w._arc1S SL1IYfaCL•Water Protectlon SU3e1V1s(Arcr r r' C' C:!,1L O_c ICE
Landon Davidson, Aquifer Protection Supervisor
DWQ Asheville Regional Office
FROM: Zi-Qiang Chen, Ph.D., Project Manager --Z- ( (,-
Facilities Evaluation Unit
Construction Grants and Loans Section
SUBJECT: Town of Canton
Engineering Report and Environmental Assessment
Influent Pump Station Flood Walls Rehabilitation
at Blue Ridge Paper Productions (BRPP) WWTP
Project No. TBA
One copy of the subject Engineering Report/Environmental Assessment is attached for the
Asheville Regional Office's technical review and comment. The Regional Office's technical
input concerning this project, based on the Region's knowledge of the town of Canton/BRPP
wastewater facilities, will be greatly appreciated. Please keep this copy of the report for your
files and return your comments to this office by June 10, 2006, if possible.
Thank you for your continued cooperation and responsiveness. If you have any questions, please
contact me at [phone] at your earliest convenience.
Attachment
cc: Daniel Blaisdell, P.E.
Larry Horton, P.E.
DMU/FEU/STAG
Construction Grants and Loans Section
1633 Mail Service Center Raleigh NC 27699-1633
Phone: [phone] / FAX: [phone] / Internet: www.nccgl.net
An Equal Opportunity/Affirmative Action Employer — 50% Recycled/10% Post Consumer Paper
NorthCarohna
,lVaturattff

F
ENGINEERING REPORT
INFLUENT PUMP STATION FLOOD WALLS
BLUE RIDGE PAPER PRODUCTS
WASTEWATER TREATMENT PLANT
TOWN OF CANTON
HAYWOOD COUNTY, NORTH CAROLINA
Michael J. Waresak, P.E.
McGM
A S S O C I A T E S
Engineering • Planning • Finance
Asheville, North Carolina
MARCH 2O06
04204
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1
I
TABLE OF CONTENTS
A.
SUMMARY CONCLUSION, RECOMMENDATION........ 2
B.
CURRENT SITUATION.........................................................2
C.
FUTURE SITUATION............................................................ 8
D.
ALTERNATIVES ANALYSIS.............................................10
E.
PRESENT WORTH ANALYSIS..........................................14
F.
USER CHARGES AND FINANCIAL CAPABILITY .......
14
G.
PUBLIC PARTICIPATION.................................................15
H.
ENVIRONMENTAL ASSESSMENT..................................16
Appendices
1. NPDES Permit, WWTP Flow Schematic and Unit Capacities
2. Categorical Exclusion
1

A. SUMMARY, CONCLUSION AND RECOMMENDATION
During the hurricane events of September 2004 (Hurricanes Frances and
Ivan), the influent pump station serving the Blue Ridge Paper Products (BRPP)
wastewater treatment plant was inundated by floodwaters. This pump station
conveys the Town of Canton's domestic wastewater as well as BRPP's process
waste and domestic wastewater from the east side of the Pigeon River. The
operation of this pump station is critical to maintain conveyance and treatment of
wastewater from BRPP and the Town of Canton.
Therefore, the Town of Canton requested Special Appropriations funding
through the State and Tribal Assistance Grants (STAG) program to construct
flood walls around the pump station. It should be noted that the wastewater
treatment plant is owned and operated by BRPP, and the Town of Canton
discharges their wastewater to the BRPP WWTP.
B. CURRENT SITUATION
Existing Wastewater Collection System
The Town of Canton is located along the Pigeon River in Haywood County,
North Carolina and has a population of approximately 4,049 residents according
to data provided by the North Carolina Office of State Planning. The Town owns
and maintains a sanitary sewer collection system with approximately forty-three
(43) miles of pipe, one thousand (1,000) manholes, thirteen (13) lift stations, and
three (3) miles of force main. Pipe sizes throughout the system range from 2-inch
service laterals and force mains to 15-inch interceptors. There are a total of
approximately 282.36 inch -miles of sewer pipe. The Town currently holds an
agreement with Blue Ridge Paper Products, Inc. to discharge their sewerage into
the Blue Ridge Paper Products WWTP. This treatment facility is owned and
2

operated by Blue Ridge Paper Products, and has the permitted capacity to
discharge 29.9 million gallons per day (MGD) of treated effluent into the Pigeon
River.
Wastewater Treatment Plant
The Town of Canton wastewater is conveyed to the BRPP Wastewater Treatment
Plant located on the west side of the Pigeon River at the BRPP site. BRPP has a
permit to discharge 29.9 MGD of treated wastewater to the Pigeon River under
NPDES Permit No. NC0000272. A copy of the NPDES permit is provided in the
Appendix. A copy of the plant flow schematic and capacities of each unit
process is also provided in the Appendix.
The influent pump station at the BRPP WWTP was originally sized for over 40
mgd. After the plant modernization occurred in the early 1990's, the flows to the
influent pump station were significantly reduced, resulting in flows of between 24
mgd and 26 mgd.
2) Population and Demographics
The Town of Canton has a current service population of approximately 4,049
residents according to data provided by the North Carolina Office of State
Planning.
3

3) Infiltration/Inflow (1A)
Infiltration
According to CG&L criteria, infiltration is defined as the average. daily flow for
the three (3) wettest consecutive months minus the expected now. Expected flow
is based on water billing records minus a consumptive loss of 10 to 15 percent.
Infiltration is only considered excessive if it exceeds 3000 gallons per day per
inch -mile of pipe (gpdim).
In 2003, the Town performed an evaluation of infiltration in their collection
system. The flow monitoring data provided by the Town of Canton indicated the
average daily flows over a 24-hour period entering the Blue Ridge Paper Products
WWTP from the Town's collection system. Table I-1 provides a summary of
the average daily flows recorded by the flow meter between January 2001 and
April 2003.
TABLE I-1— Average Daily Flows From the Town of Canton's Collection System
Recorded at the Blue Ridge Paper WWTP
Year
Average Daily Flow (GPD)
January 2001— December 2001
724,000
January 2002 — December 2002
877,000
January 2003 — April 2003
904,000
The Town of Canton has 282.36 inch -miles of pipe in their collection system.
The infiltration evaluation tables on the following pages indicate that, based on a
review of the three (3) wettest months of each year during the study period, the
estimated infiltration for wet weather months was approximately 143,333 gpd for
2001, approximately 250,000 gpd for 2002, and approximately 476,667 gpd for
2003. These infiltration figures result in 507.63 gpd of infiltration per inch -
mile, 885.39 gpd of infiltration per inch -mile, and 1688.15 gpd per inch mile,
4

respectively. Using the North Carolina Division of Water Quality criteria for
excessive infiltration of 3000 gpd per inch -mile, it is concluded that the Town of
Canton's infiltration is not considered excessive by NCDWQ standards.

INFILTRATION EVALUATION TABLES

TOWN OF CANTON
Summary of Infiltration - Water Consumption Method
Average Daily Flow of the 3 Wettest Consecutive Months per Year
January, 2001 to April, 2003
Infiltration 2001
3 Wettest
Infiltration of Water in
Average Infiltration
Miles of
Inch -
Infiltration (GPD /
Consecutive
Sewer System (MGD)
for Wet Weather
Pipe in
p
Miles of
Inch -Mile of Pipe)
Months
Months (GPD)
System
Pipe
June
0.10
143,333
43
282.36
4
July
0.12
August
0.21
Infiltration 2002
3 Wettest
Infiltration of Water in
Average Infiltration
Miles of
Inch -
Infiltration (GPD /
Consecutive
Sewer System (MGD)
for Wet Weather
Pipe in
p
Miles of
Inch -Mile of Pipe)
Months
Months GPD
S stem
Pipe
July
0.17
250,000
43
282.36^�£
885 3gY,,
August
0.31
September
0.27
�
Infiltration January. 2003 - April, 2003
3 Wettest
Infiltration of Water in
Average Infiltration
Miles of
Inch-
Infiltration (GPD /
Consecutive
Sewer System (GPD)
for Wet Weather
Pipe in
Mlles of
Inch -Mile of Pipe)
Months
Months GPD
S stem
Pipe
February
0.43
rr,
March
0.48
476,667
43
282.36
April
0.52
* See adjoining sheets for related Water Consumption Method infiltration calculations

TOWN OF CANTON
Infiltration Calulations - Water Consumption Method
2001
Total Flow
Total Water
Average Expected
Measured at WWTP
Average Daily Flow
Consumption
Daily Flow with 16%
IWater in iltr of
Month
(Monthly) Million
WWTP (MGD)
(Monthly) Million
Consumption Loss
System
Water in Sewer System
Sew
Gallons
Gallons(MGD)(MGD)
"* January
19.65
0.63
25.18
0.69
-0.06
"* February
18.90
0.68
22.24
0.61
0.07
"* March
23.76
0.77
19.97
0.55
0.22
"* April
21.63
0.72
18.69
0.53
0.19
"* Mav
20.08
0.65
18.48
0.51
0.14
September
21.36
0.71
19.45
0.53
0.18
October
22.28
0.72
17.16
0.47
0.25
November
22.81
0.76
17.69
0.50
0.26
December
25.02
0.81
16.64
0.46
0.35
Average Total
22.03
0.72
18.45
0.51
0 21
Note: Colored cells correspond to 3 wettest consecutive months based on NA rain fall data in Appendix C.
** Leachate flow from Blue Ride Landfill was not available and therfore not subtracted from WWTP flows and is not included in averages.

TOWN OF CANTON
Infiltration Calulations - Water Consumption Method
2002
Total Flow
Total Water
Average Expected
IWater in iltr of
Measured at WWTP
Average Daily Flow
Consumption
Daily Flow with 15%
System
Water in Sewer System
Sew
Month
(Monthly) Million
WWTP (MGD)
(Monthly) Million
Consumption Loss
Gallons
Gallons(MGD)(MGD)
January
26.66
0.86
13.06
0.36
0.50
February
23.77
0.77
25.32
0.69
0.07
March
27.26
0.88
18.39
0.50
0.38
April
25.94
0.86
18.51
0.52
0.34
May
27.05
1 0.87
17.32
0.48
0.40
June
23.27
0.78
17.26
0.49
0.29
October
25.16
0.81
17.97
0.49
0.32
November
24.03
0.80
18.06
0.51
0.29
December
26.92
0.87
17.19
0.47 _
0.40
Average Total
26.57
0.83
18.84
0.52
a 31
Note: Colored cells correspond to 3 wettest consecutive montns oases on I vr, [dill idn Udld III . Ppvll A

TOWN OF CANTON
Infiltration Calulations - Water Consumption Method
2003
Note: Colored cells correspond to 3 wettest consecutive montns oaseo on I vH rain Iau UdLd in r%NNouuin v.

Inflow
According to NCDWQ guidelines, inflow is considered excessive if non-
industrial instantaneous peak flows at the wastewater treatment plant, following a
one -inch rain, exceed 275 pgd per capita served. Unfortunately, peak flows from
the Town's system are unavailable. However, calculations performed to evaluate
the flow monitoring data indicated an increase in daily wastewater flows during
wet weather periods when compared to the dry weather periods. TVA rainfall
data was compared with wastewater flows for days in which rainfall exceeded
1.0 inch, and was preceded by five (5) dry weather days.
Table I-2 provides a summary of the average daily flows recorded when rainfall
amounts of approximately 1-inch or greater were recorded by TVA over a 24-
hour period.
TABLE I-2 — Average Daily Flows From the Town of Canton's Collection System
Recorded at the Blue Ridge Paper WWTP on Significant Rainfall Days
Date
Recorded Rainfall (inches)
Average Daily Flow at WWTP
GPD
January 19, 2001
1.18
1,243,089
March 21, 2001
1.25
1,338,871
July 29, 2001
1.53
1,232,703
August 24, 2001
1.07
1,105,417
September 24, 2001
1.18
1;010,212
January 19, 2002
1.45
1,337,832
May 1, 2002
1.21
1,162,655
August 26, 2002
1.34
1,301,712
August 27, 2002
1.84
1,570,594
.September 25, 2002
0.95
1,426,344
October 15, 2002
1.33
1,299,058
December 4, 2002
0.99
1,216,778
February 22, 2003
1.63
1,338,031
The data concludes that average daily wastewater flows within the Town's
collection system increase by approximately 300,000 to 700,000 GPD during
7

periods of wet weather. According to NCDWQ guidelines, inflow is considered
excessive if non -industrial instantaneous peak flows at the wastewater treatment
-inch rain, exceed 275 pgd per capita served. Utilizing the
plant, following aone
population of 4,049 people, this results in estimated inflow between 74 pgd per
capita and 173 gpd per capita. Based on NCDWQ's criteria, these figures are not
considered excessive inflow.
4) Current Wastewater Flows
Average wastewater flows from the Town of Canton over the past several years
have generally ranged between 700,000 gpd and 900,000 gpd, and most recently
average approximately 800,000 gpd. Total flows at the BRPP wastewater
treatment plant generally range between 24 mgd and 26 mgd.
C. FUTURE SITUATION
1) Population Projections
According to the State Planning Office, population projections for the 20-
year planning period for Haywood County are estimated at approximately 1.0%
year. This would result in a 20-year estimated population of 4,940 for the Town
of Canton.
The future population of 4,940 persons is an increase of 891 people above
the current service population. Residential wastewater flows from this increase
are estimated at 70 gpd / capita for a total of 62,370 gpd. In accordance with
NCDENR DWQ CG&L guidelines commercial wastewater flows from this
increase are estimated at 15 gpd / capita for a total of 13,365 gpd. The table
below provides the 20-year projected flow for the Town of Canton.

Year
90%
Residential
Commercial
10%
Non-
Total
Water
Growth at
Growth at
Industrial
Excessive
Wastewater
Billings-
70
15
Reserve
I/I —
Flow (gpd)
Current
gpd/capita
gpd/capita
(gpd)
Average
(gpd)
(gpd)
(gpd)
(gpd)
2026
560,000
62,370
13,365
63,574
290,000
989,309
2) - Future Situation Summary
BRPP does not have plans that would increase the wastewater flow to the
wastewater treatment plant during the planning period. Therefore, the wastewater
generated at BRPP is expected to remain at approximately 25 mgd during the
planning period. The future wastewater flow for the Town of Canton is
approximately 1 mgd, for a total of approximately 26 mgd to the BRPP
wastewater treatment plant in the year 2026. Therefore, it appears that the
wastewater treatment plant has adequate capacity for the 20-year planning period.
As discussed earlier, the influent pump station at the BRPP WWTP was
originally sized for over 40 mgd. After the plant modernization occurred in the
early 1990's, the flows to the influent pump station were significantly reduced,
resulting in flows of between 24 mgd and 26 mgd. Therefore, there are no
anticipated expansions to the influent pump station wetwell required for the 20-
year planning period.
9

D. ALTERNATIVES ANALYSIS
1) No Action
This alternative consists of no action being taken to provide additional
flood protection at the influent pump station at the Blue Ridge Paper Products
(BRPP) Wastewater Treatment Plant. The continued operation of the BRPP
facility is enormously critical to the economy of the area. Therefore "No Action"
is not a feasible alternative and will not be discussed in further detail. '
2) Optimum Operation of Existing Facilities
The BRPP site does have an existing levee and flood gate system that was
in place and utilized during the hurricane events of September 2004.
Unfortunately, even with the optimum operation of these existing facilities,
significant flooding in the vicinity of the influent pump station did still occur.
Therefore, optimum operation of the existing facilities alone is not sufficient to
prevent flooding at the influent pump station, and, therefore, this alternative will
not be discussed in further detail.
3) Land Application
Land application is not an applicable alternative for this project, and will
not be discussed further.
4) Regional System
There are no current plans for a regional system that could potentially
serve this area. There are no existing wastewater collection systems within 5
10

miles of the BRPP WWTP that have reserve capacity to serve BRPP. Therefore
this alternative is not considered feasible and will not be further evaluated.
5) Upgrade and Expansion of Existing Facilities with Conjunctive Reuse
Conjunctive reuse is not a viable .option for this project. Therefore, this
alternative will not be further evaluated.
6) Improvements to the Existing Influent Pump Station
The recommended improvements to the influent pump station generally
consists of the construction 'of reinforced concrete flood walls and foundations
around the existing low lift pump station at the BRPP wastewater treatment plant.
In addition, valves and a sluice gate are proposed to allow the operations staff to
close these valves and the sluice gate during a flood event to minimize non-
critical flows from entering the pump station. Other work necessary to
accommodate this construction includes the removal of existing concrete slabs,
and related sitework. In addition, BRPP will be constructing structural aluminum
flood gates that will be installed utilizing a crane to seal the openings that will be
left in the flood walls for access to equipment. Also, BRPP will be constructing a
catwalk to provide access over the proposed flood walls. The flood gates and
catwalk are considered furnished by BRPP.
The locations of the proposed flood walls will be designed to allow
adequate access to the equipment at the influent pump station. The operations
staff removes the grit collection equipment on an annual basis, and mobilizes a
crane adjacent to the grit chamber to remove equipment, and to remove grit while
preventative maintenance and repairs are performed. To accommodate the crane,
approximately 30 feet of space should be provided between the grit chamber and
the proposed flood wall. The locations of the flood walls have been closely
11

coordinated with operations staff. Concrete slabs will be constructed in the area
between the flood walls and the existing structure. . Due to soil conditions at
the site, micropiles are recommended by the geotechnical consultant to anchor the
proposed concrete slabs.
The elevation of the top of the existing structure is approximately 2582
feet. The elevation of the top of the flood walls is El. 2590 feet to match the
elevation of the adjacent berm for the Pigeon River.. The 100-year flood elevation
for the Pigeon River is 2586.5. Therefore, the top of the wall is 3.5 feet above the
100-year flood elevation.
The estimated total construction cost for the flood walls, including
construction contingency, construction administration, and material testing during
_ construction, is $1,136,000. Table I-3 provides a project cost estimate for the
recommended improvements.. Figure 1 shows the proposed layout of the flood
walls.
12

TABLE I-3
INFLUENT PUMP STATION FLOOD WALLS
BLUE RIDGE PAPER PRODUCTS WASTEWATER TREATMENT PLANT
PRELIMINARY CONSTRUCTION COST ESTIMATE
No.
DESCRIPTION
QTY.
UNIT
PRICE
EXTENSION
1
Mobilization
1
LS
$ 30,000
$ 30,000
2
Concrete foundations and slabs
950
CY
$ 600
$ 570,000
3
Concrete Walls
150
CY
$ 700
$ 122,500
4
Excavation
870
CY
$ 15
$ 13,000
5
Sanitary Manholes
3
EA
$ 3,000
$ 9,000
6
20" and 24" Gravity Sewer Lines
100
LF
$ 150
$ 15,000
7
12" Force Main Relocation
50
LF
$ 150
$ 7,500
8
Core drill existing wetwell
1
LS
$ 2,000
$ 2,000
9
20" Plug Valve
1
EA
$ 6,000
$ 6,000
10
12" Plug Valve
1
EA
$ 4,000
$ 4,000
11
18" Plug Valve
1
EA
$ 6,000
$ 6,000
12
30" x 30" Sluice Gate
1
LS
$ 30,000
$ 30,000
13
Demolition
1
LS
$ 30,000
$ 30,000
14
Miscellaneous Metals
1
LS
$ 15,000
$ 15,000
15
Sitework and other piping
1
LS
$ 50,000
$ 50,000
16
Temporary removal of grit and
screenings
1
LS
$ 15,000
$ 15,000
17
Rock Anchors
17
EA
$ 5,000
$ 85,000
SUBTOTAL
$ 1,010,000
10% Construction Contingency
$ 101,000
Material Testing during const.
$ 25,000
TOTAL
$ 1,136,000
13

PROPOSED
REROUTE SEWER LINE WITH NEW MANHOLES
AND 20' DIP AS SHOWN. FIELD VERIFY
EXISTING GRADES AND LOCATION. BYPASS
PUMP AS REQUIRED.
PROPOSED
REMOVE EXISTING COD
TRENCH DRAIN SYSTE
BOLLARDS AT 6' O.C.
MIDDLE GUARD RAILS.
PROPOSED
INSTALL 20' PLUG VALVE
ON EXISTING LINE PER DETAIL.J
PROPOSED
INSTALL 12' PLUG VALVE
ON EXISTING LINE PER D�AIL
PROPOSED
INSTALL 30' SLUICE GATE W/
HANDWHEEL OPERATOR PER DETAIL
PROPOSED
INSTALL 18' PLUG VALVE —
ON EXISTING LINE PER DETAIL
PROPOSED
SAWCUT EXISTING CONCRETE SLAB AS
REQUIRED FOR WALL CONSTRUCTION.
POUR NEW CONCRETE SLAB FROM
WALL TO SAWCUT EDGE PER DETAIL
PROPOSED ®
12' OPENING IN WALL FOR
FLOOD GATE. (BY OTHERS)
/ s
E�ISTINc unurY P To
J
BE REMOVED BY RS /
OPERATIONAL NOTE
DURING A FLOOD CONDITION, IT IS CRITICAL
THAT THE WATER LEVEL. IN THE WETWELL BE
MAINTAINED AT A MINIMUM WATER LEVEL OF
16 FEET ABOVE THE WETWELL FLOOR TO
MINIMIZE UPLIFT POTENTIAL
LEGEND -EXISTING CONDITIONS
0,
UTILITY POLE
GUY WIRE ANCHOR
O,x
MANHOLE
O,
WATER METER
wN
WATER VALVE
AM
FUM HYDRANT
.®
CATCH BASIN
CULVERT
SIGN
D�
MAILBOX OR PAPER BOX
n�
POSTAL DROP BOX
'TEL
TELEPHONE PEDESTAL
Pm
X
FQICE
a0
TREEs/SHRUBS
�j
TREEUNE
OVERHEAD ELECTRICAL LINE
UNDERGROUND SEWER LINE
B2
BORING NUMBER
NOIE$:
1. TOP OF ALL PROPOSED FLOOD WALLS TO
BE EL 2590.0'.
2. 100—YEAR FLOOD ELEVATION 2586.5'
3. CONTRACTOR TO FIELD LOCATE ALL
UNDERGROUND UTILITIES PRIOR TO DIGGING
OR INSTALLING MICRO PILES OR ROCK
ANCHORS. LOCATIONS SHOWN ON THE
DRAWINGS ARE APPROXIMATE ONLY.
4. CONTRACTOR TO REMOVE EXISTING
CONCRETE SLAB WITHIN LIMITS OF
CONSTRUCTION.
5. SOIL BORINGS PERFORMED BY MACTEC.
SEE GEOTECHNICAL REPORTS IN APPENDIX
FOR ADDITIONAL INFORMATION.
FIGURE 1
LOW LIFT FLOOD WALLS
/ BLUE RIDGE PAPER PRODUCTS WWTP
Mc Gin'/
ASSOCIATES TOWN OF CANTON
ENGINEERING -PLANNING -FINANCE HAYWOOD COUNTY, NORTH CAROLINA
55 BROAD STREET ASHE .T.F, NC PH. [phone]

Michael F. Easley, Governor
William G. Ross Jr., Secretary
North Carolina Department of Environment and Natural Resources --
Alan W. Klimek, P.E. Director
Division of Water Quality
April 20, 2006
Mr. William G. Stamey, Town Manager
Town of Canton
58 Park Street
Canton, North Carolina 28716-4324
SUBJECT: Town of Canton
Engineering Report and Environmental Assessment
Influent Pump Station Flood Walls Rehabilitation
at Blue Ridge Paper Productions WWTP
STAG Project
Dear Mr. Stamey:
I am writing to acknowledge receipt of the subject Engineering Report/Environmental
Assessment on March 31, 2006. The Facilities Evaluation Unit has initiated the project review,
and we will notify you and your engineer upon completion of our review.
If you have any questions concerning this matter, please contact me at [phone].
Sincerely,
K. Lawrence Lton III P.E. Supervisor
Facilities Evaluation Unit
I
ZQC:dr
cc: McGill & Associates - Michael J. Waresak, P.E.
� ��';��rW� Atihcull'1��I�eionaLCl
Daniel Blaisdell, P.E.
PMB/DMU/FEU/STAG
Construction Grants and Loans Section
1633 Mail Service Center Raleigh NC 27699-1633
Phone: [phone] / FAX: [phone] / Internet: www.nccgl.net
An Equal Opportunity/Affirmative Action Employer— 50% Recycled/10% Post Consumer Paper
f
C 1 1 i
n n
20Qo
NorthCarolina
Naturally

E. PRESENT WORTH ANALYSIS
Since there is only one (1) feasible alternative, a present worth analysis to
compare alternatives is not necessary.
F. CURRENT USER CHARGES AND FINANCIAL CAPABILITY
Current User Charges
Currently the Town of Canton charges their customers within the Town limits at
the following monthly rates:
Water: $10.40 up to 3,000 gallons per month, $2.05 per 1,000 gallons over 3,000
Sewer: 40% of water billing, with a minimum charge of $4.16.
Therefore, for a 5,000 gallon per month user, the monthly water bill would be
$14.50, and the monthly sewer bill would be $5.80.
This project is being funded through grant funds. Therefore, the project will not
impact current water and sewer rates for the Town of Canton customers.
Proiect Funding Summary
The preliminary estimated construction cost, including construction
administration, is $1,136,000. The summary below shows the funding for the project.
Source Amount Percentage
Special Appropriations (STAG) $485,000 48%
*Local Contribution $651,000 52%
Total $1,136,000 100%
*Note: The local contribution from the Town of Canton is from ' funds
appropriated by the North Carolina Hurricane Recovery Act.
14

G. PUBLIC PARTICIPATION
Since this project is a Categorical Exclusion STAG project, public
hearings and other public participation are not required.
15

H. ENVIRONMENTAL ASSESSMENT
1. PROPOSED PROJECT DESCRIPTION
Less than approximately 0.1 acres of land will be disturbed during the
project. The project site is not located within the Zone A 100-year flood area as
designated by the Flood Insurance Rate Map (FIRM) prepared by the Federal
Emergency Management Agency (FEMA).
The recommended improvements to the influent pump station generally
consists of the construction of reinforced concrete flood walls and foundations
around the existing low lift pump station at the BRPP wastewater treatment plant.
In addition, valves and a sluice gate are proposed to allow the operations staff to
close these valves and the sluice gate during a flood event to minimize non-
critical flows from entering the pump station. Other work necessary to
accommodate this construction includes the removal of existing concrete slabs,
and related sitework. In addition, BRPP will be constructing structural aluminum
flood gates that will be installed utilizing a crane to seal the openings that will be
left in the flood walls for access to equipment. Also, BRPP will be constructing a
catwalk to provide access over the proposed flood walls. The flood gates and
catwalk are considered furnished by BRPP.
The locations of the proposed flood walls will be designed to allow
adequate access to the equipment at the influent pump station. The operations
staff removes the grit collection equipment on an annual basis, and mobilizes a
crane adjacent to the grit chamber to remove equipment, and to remove grit while
preventative maintenance and repairs are performed. To accommodate the crane,
approximately 30 feet of space should be provided between the grit chamber and
the proposed flood wall. The locations of the flood walls have been closely
flood walls. Concrete slabs will be constructed in the area between the flood
16

walls and the existing structure. Due to soil conditions at the site, micropiles are
recommended by the geotechnical consultant to anchor the proposed concrete
slabs.
The elevation of the top of the existing structure is approximately 2582
feet. The elevation of the top of the flood walls is El. 2590 feet to match the
elevation of the adjacent berm for the Pigeon River. The 100-year flood elevation
for the Pigeon River is 2586.5. Therefore, the top of the wall is 3.5 feet above the
100-year flood elevation.
2. PURPOSE AND NEED FOR PROPOSED PROJECT
During the hurricane events of September 2004 (Hurricanes Frances and
Ivan), the influent pump station serving the Blue Ridge Paper Products (BRPP)
wastewater treatment plant was inundated by floodwaters. This pump station
conveys the Town of Canton's domestic wastewater as well as BRPP's process
waste and domestic wastewater from the west side of the Pigeon River. The
operation of this pump station is critical to maintain conveyance and treatment of
wastewater from BRPP and the Town of Canton.
Therefore, the Town of Canton requested Special Appropriations funding
through the State and Tribal Assistance Grants (STAG) program to construct
flood walls around the pump station. It should be noted that the wastewater
treatment plant is owned and operated by BRPP, and the Town of Canton
discharges their wastewater to the BRPP WWTP.
3. ALTERNATIVES ANALYSIS
See Section D for alternatives analysis.
4. EXISTING ENVIRONMENTAL CHARACTERICS OF PROJECT AREA
a) Topography
17

The project site and the vicinity of the BRPP site is generally flat, within
the lower lying plain of the Pigeon River. There is an earth berm approximately 8
feet in height adjacent to the Pigeon River thoughout the project area. The project ,
site is not located within the Zone A 100-year flood area as designated. by the
Flood Insurance Rate Map (FIRM) prepared by the Federal Emergency
Management Agency (FEMA). See attached FIRM in the Exhibit.
b) Soils
According to the Haywood County Soil Survey, the project site
and vicinity are located on soils classified as UfA, Udorthents — Urban
Land. Udorthents are soils in areas where natural soil layers have been
destroyed by earthmoving activities, and the original soil types cannot be
identified.
Based on a subsurface investigation conducted at the project site,
the soils consist of alluvial deposits of sand, silt and gravel.
c) Land Use
The project site has been utilized for decades as a paper mill.
d)Wetlands
Based on National Wetlands Inventory mapping available through
the U.S. Fish and Wildlife service website, and based on field observation,
there are no wetlands at the project site.
e) Prime or Unique Agricultural Lands
There are no prime or unique agricultural lands at the project site.
The site is utilized as a paper mill.
f) Public Lands and Scenic, Recreational, and State Natural Areas
18

There are no recreational or scenic lands on the BRPP site.
g) Areas of Archaeological or Historical Lands
No construction associated with this project will be completed on
previously undisturbed land. Therefore, the project will not impact
archaeological or historical lands.
h) Air Quality
Air quality in the area is generally considered poor due to the odors
generated by the paper mill. The proposed project will have no adverse
impacts to air quality.
i) Noise Levels
Noise levels in the project area are typically loud as would
normally be present at a manufacturing plant. This project will not cause
any noise level impacts.
j) Water Resources (Surface Water and Groundwater)
Haywood County is drained by the Pigeon River (Index No. 5-(7))
a class C waterway from the Canton Water Supply Intake to the North
Carolina — Tennessee State Line. The Pigeon River is adjacent to the
project site. There is a berm, approximately 8 feet in height, between the
project site and the Pigeon River. The proposed project will not adversely
impact the Pigeon River.
k) Forest Resources
There are no trees in the vicinity of the project site.
1) Shellfish or Fish and Their Habitats
19

The Pigeon River in this area is not habitat for the federally
endangered species.
m) Wildlife and Natural Vegetation
The project site does not contain any endangered or threatened
wildlife or vegetation species.
5, PREDICTED ENVIRONMENTAL EFFECTS OF PROJECTS
a) Topography
The proposed project is not expected to significantly affect the
topography of the area. Some excavation and grading will be necessary to
install the proposed flood walls. Grading work will be done to maintain
proper drainage on the site and all surplus excavated material will be
disposed of properly offsite. Because the project is not located within the
Zone A 100-year flood area as designated by FEMA, the project will not
affect the 100-year flood elevation for the area.
b) Soils
Site grading work will be minimal, with a small amount of
excavation necessary to construct the foundations. The contractor will be
required to remove and properly dispose of any excavated material off the
project site. No soil contamination is expected due to the proposed project
construction due to the relatively shallow excavation.
c) Land Use
No short-term or secondary and cumulative changes in land use
will occur as a result of this project.
20

d) Wetlands
There are not wetlands on the project site or in the vicinity.
Therefore, there will be no short term or secondary and cumulative
impacts to wetlands.
e) Prime or Unique Agricultural Lands
There are no prime or unique agricultural lands on the project site.
Therefore, there will be no short term or secondary and cumulative
impacts to prime or unique agricultural lands.
f) Public Lands and Scenic, Recreational, and State Natural Areas
No public land such as parks, public forests, or other public
recreational lands are present in the project vicinity. Therefore, there will
be no short term or secondary and cumulative impacts to lands of these
types.
g) Areas of Archaeological or Historical Value
No construction associated with the project will be completed in
previously undisturbed areas and therefore no direct impacts to areas of
archaeological or historical value are expected. Likewise, there will be no
secondary or cumulative impacts to these types of lands.
h) Air Quality
The affects on air quality by this project will be some minor dust
and equipment exhaust during construction. Air quality in the area is
generally considered poor due to the odors generated by the paper mill.
The proposed project will have no adverse impacts to air quality, and there
will be no secondary or cumulative impacts to air quality.
21

i) Noise Levels
Noise levels are not expected to be significantly affected by this
project. Construction will cause some temporary increases in noise levels
during daytime hours. Noise levels at the site will not increase once the
project has completed construction. There will be no secondary or
cumulative impacts to noise levels.
j) Water Resources
No portion of the proposed project will directly impact water
resources during construction. Therefore, there will be no direct or
secondary and cumulative impacts water resources in the area.
k) Forest Resources
There are no trees in the project area. Therefore, there will be no
direct or secondary and cumulative impacts to forest resources due to the
proposed project.
1) Shellfish or Fish and Their Habitats
No direct or secondary and cumulative affects on shellfish or fish
and their habitats are expected due to the proposed project.
m) Wildlife and Natural Vegetation
No direct or secondary and cumulative affects on wildlife or
natural vegetation are expected due to the proposed project.
n) Introduction of Toxic Substances
22

No toxic substances will be introduced to the environment by this
project.
6. MITIGATIVE MEASURES
There are no significant environmental impacts as a result of this project.
Therefore, no mitigative measures are necessary.
7. REFERENCES
Not applicable
8. EXHIBITS
a) Location Map
b) USGS Topographical Map
c) FEMA Flood Insurance Rate Map
9. STATE AND FEDERAL PERMITS REQUIRED
There are no state and federal permits required for this project. However,
approval of the project by EPA is required for utilization of STAG funds.
23

EXHIBITS TO ENVIRONMENTAL ASSESSMENT
A) Location Map
B) USGS Topographical Map
C) FEMA Flood Insurance Rate Map

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av a Canton N.C. USGS Quadrangle
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Scale 1:24000 aU

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w
JOINS 04
FEDERAL EMERGENCY MANAGEMENT AGENCY APPROXIMATE SCALE
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TOWN OF CANTON, NC FLOOD HAZARD BOUNDARY MAP W • 03 MAP REVISED
(HAYWOOD co.) FLOOD INSURANCE RATE MAP I - 03 JANUARY22,1982

APPENDIX 1.
BLUE RIDGE PAPER PRODUCTS
NPDES PERMIT AND
WWTP FLOW SCHEMATIC WITH
CAPACITIES OF UNITS

i
State of North Carolina
Department of Environment
and Natural Resources
Division of Water Quality
Michael F. Easley, Governor
William G. Ross, Jr., Secretary
Gregory J. Thorpe, Ph.D., Acting Director
Mr. Robert Shanahan
Vice President - Mill Manager
Blue Ridge Paper Products
P.O. Box 4000
Canton, North Carolina 28716
e��
NCDENR
November 15, 2001
Subject: NPDES Permit Issuance
Permit No. NC0000272
Blue Ridge Paper Products Inc.
Haywood County
Dear Mr. Shanahan:
After conducting a public hearing on Blue Ridge Paper's Request for renewal of the color
variance, temperature variance and the NPDES Permit, the Environmental Management Commission's
NPDES Committee approved renewal of the color variance, with the color conditions contained herein,
on October 10, 2001. The conditions related to color (as approved by the NPDES Committee) have been
incorporated into this permit and are an enforceable part of the permit.
In considering the comments presented at the September 6, 2001 public hearing, the hearing
officer made several recommendations for the color variance and the NPDES permit. The
recommendations made by the hearing clearly indicate the hearing officer's commitment to addressing
the concerns raised at the hearing and have been incorporated into the approved color variance and this
NPDES Permit. Specifically, the changes to the color variance and this permit include:
➢ The color variance and permit explicitly requires the Canton mill to implement all of the
`Highest Certainty' action items (as identified by the EPA's Tech Team).
➢ The initial color limit reduction to 42,000 pounds per day is now stipulated as a range of
40,000 — 42,000 pounds per day. After implementation of the `Highest Certainty' action
items, the Technology Review Workgroup will evaluate mill performance. If the limit
recommended by the TRW is within or below the 40,000 to 42,000 pounds per day, that limit
will become effective on December 1, 2003, after written notification from the Director of
the Division of Water Quality.
➢ The color variance and permit explicitly requires the Canton mill to evaluate all of the
`Reasonable Certainty' action items.
➢ The color variance and permit explicitly states that the second 3,000 to 8,000 pounds per day
color reduction is in addition to the initial 6,000 to 8,000 pounds per day color reduction.
➢ The range for the final color limit effective December 1, 2005 is now 32,000 to 39,000
pounds per day. If the limit recommended by the TRW is within or below the 32,000 to
39,000 pounds per day, that limit will become effective on March 1, 2006, after written
notification from the Director of the Division of Water Quality.
➢ The report evaluating color reduction technologies for the Chloride Removal Process purge
stream is due on December 1, 2004, so that this waste stream can be evaluated by the
1617 MAIL SERVICE CENTER, RALEIGH, NORTH CAROLINA 27699-1617 -TELEPHONE [phone] /FAX [phone],19
AN EQUAL OPPORTUNITY AFFIRMATIVE ACTION EMPLOYER- 50% RECYCLED/ 1 0% POST -CONSUMER PAPER
VISIT US ON THE INTERNET@ http://h2o.enr.state.nc.us/NPDES

Permit Number: NC0000272
Technology Review Workgroup for additional color reductions by the end of the permit
cycle.
➢ The evaluation of color reduction technologies associated with the Chloride Removal Process
waste stream shall include land application, commercial incineration, and solidification for
land disposal. The inclusion of these technologies should not be interpreted as limiting the
scope of this evaluation, rather that in addition to other technologies the report should include
the technologies referenced above.
➢ The color condition has been reworded to clarify that the role of the color ranges is not
permitting limits; rather they are clauses to trigger reopening of the permit. If the effluent
color limit, which will be set only after implementation of the "Highest Certainty" items and
the "Reasonable Certainty" (or equivalent) items, fails to fall at least within the ranges set in
the condition, Blue Ridge Paper would be required to satisfactorily justify the circumstances,
for not achieving the stipulated color reductions, to the Division of Water Quality, the
Technology Review Workgroup and the Environmental Management Commission's NPDES
Committee. If the TRW and the Division of Water Quality concur with Blue Ridge Paper's
rationale for not achieving the stipulated ranges, the permit would be reopened for public -
comment, prior to presenting these findings to the NPDES Committee. If the performance of
_ the mill results in a limit within or better than these two color ranges, the permit would not be
reopened and the performance attained would become the limit that is effective on the date
stipulated in the color condition.
➢ Finally, the color condition has been reworded to better describe that the methodology for
determining the effluent color limits are based on the performance of the mill after
implementation of the identified technologies. The effluent color limit implemented at the
end of the permit cycle, will be set only after all the "Highest Certainty" items and
"Reasonable Certainty" (or alternative technology that will achieve similar color reductions)
items have been implemented. After implementation of these items, the Division (based on
the recommendation of the Technology Review Workgroup) will set a final effluent color
limit based on a statistical analysis of the performance of the mill.
The Division of Water Quality commends Blue Ridge Paper for their initiative and leadership in
fostering community involvement. The openness and willingness of Blue Ridge Paper to work with the
community was evident at the public hearing and has manifested itself in a trust between the community
and the company. The Division strongly recommends that Blue Ridge Paper continue their efforts to
foster this relationship and maintain a leadership role on the Community Advisory Committee.
The Canton mill has made incredible strides in reducing its impact on the Pigeon River, though
significant work remains. The Division of Water Quality has worked together with the community, EPA,
the State of Tennessee, and Blue Ridge Paper to develop a permit and color variance conditions that
meets the goals of all the parties. By the end of the permit cycle, the Division expects that, for the first
time since the variance was issued in 1988, the Division and the NPDES Committee will be able to
evaluate whether the Canton mill's performance has achieved compliance with North Carolina's narrative
color standard (15A NCAC 2B .0211(3)(f)).
However, if mill performance fails to achieve the color reductions expected, the Division
recommends that Blue Ridge Paper consider facilitating another independent evaluation of the Canton
mill, similar to the evaluation conducted by Dr. Liebergott.
In addition to the changes and recommendations regarding color above the hearing officer
suggested the following changes to the permit:
➢ Clarification on the sampling location for the Fiberville Bridge instream monitoring station
(refer to Special Condition A.(5.))

Permit Number: NC0000272
Monitoring of the full range of dioxin and furan isomers on the effluent from the Canton mill
(refer to Special Condition A.(9.)).
Division personnel have reviewed your application for renewal of the subject permit, the
temperature and color variance. Accordingly, we are forwarding the attached NPDES discharge permit
that incorporates the recommendations of the hearing officer and the conditions of the color variance.
This permit is issued pursuant to the requirements of North Carolina General Statute 143-215.1 and the
Memorandum of Agreement between North Carolina and the U.S. Environmental Protection Agency
dated May 9, 1994 (or as subsequently amended).
If any parts, measurement frequencies or sampling requirements contained in this permit are
unacceptable to you, you have the right to an adjudicatory hearing upon written request within thirty (30)
days following receipt of this letter. This request must be in the form of a written petition, conforming to
Chapter 150B of the North Carolina General Statutes, and filed with the Office of Administrative
Hearings (6714 Mail Service Center, Raleigh, North Carolina 27699-6714). Unless such demand is
made, this decision shall be final and binding.
Please note that this permit is not transferable except after notice to the Division. The Division
may require modification or revocation and reissuance of the permit. This permit does not affect the
legal requirements to obtain other permits which may be required by the Division of Water Quality or
permits required by the Division of Land Resources, the Coastal Area Management Act or any other
Federal or Local governmental permit that may be required.
If you have any questions concerning the draft permit for your facility, please call Michael Myers
at [phone], extension 508.
Sincerely,
Gregory J. Thorpe, Ph.D.
Acting Director
cc: Central Files
NPDES Files
Aquatic Toxicology Unit
Marion Deerhake - North Carolina Environmental Management Commission, NPDES Committee
Jerry Wilde - Dead Pigeon River Council
402 W. Broadway
Newport, Tennessee 37821
Forrest Westall - Asheville Regional Office/ Water Quality Section
Dan Oakley - North Carolina Attorney General, Environmental Division
Keith Haynes - Asheville Regional Office/Water Quality Section
Rob Lang - Compliance and Enforcement Unit
Diane Reid - Classification and Standards Unit
Scott Gordon - Chief of Permits, Grants, and Technical Assistance Branch, EPA Region IV
Roosevelt Childress Jr. - Environmental Protection Agency, Region IV
Marshall Hyatt - Environmental Protection Agency, Region IV
Karrie-Jo Shell - Environmental Protection Agency, Region IV
Don Anderson - Environmental Protection Agency, Headquarters
Mark Perez - Environmental Protection Agency, Headquarters

Permit Number: NC0000272
Justin P. Wilson - Deputy to the Governor .
Tennessee State Capital, Suite G10
Nashville, Tennessee 37243
Paul Davis - Tennessee Division of Water Pollution Control
6th Floor, L&C Annex
401 Church Street
Nashville, TN 37243-1534
Charles Lewis Moore - County Executive Cocke County
360 Main Street, East
Newport, Tennessee 37821
David Jenkins - American Canoe Association
7432 Alban Station Boulevard, Suite B-232
Springfield, Virginia 22150-23 11
Hope Taylor - Clean Water Fund of North Carolina
29 1/2 Page Ave
Asheville, North Carolina 28801
David McKinney - Tennessee Wildlife Resources
Ellington Agricultural Center
P.O. Box 40747
Nashville, Tennessee 37204
Jonathon E. Burr - Tennessee Division of Water Pollution Control
Regional Environmental Assistance Center
2700 Middlebrook Pike, Suite 220
Knoxville, Tennessee 37921
Robert Williams - Blue Ridge Paper
175 Main Street
P.O. Box 4000
Canton, North Carolina 28716
Derric Brown - Blue Ridge Paper
175 Main Street
P.O. Box 4000
Canton, North Carolina 28716
Patsy R. Williams - Chairman Newport/Cocke County Tourism Council
360 East Main Street
- Court House Annex, Suite 141
Newport, Tennessee 37821
Dianne Keys-Newport/Cock County Tourism Council
360 East Main Street
Court House Annex, Suite 141
Newport, Tennessee 37821
Timothy L. Dockery - Director
City of Newport
Parks and Recreation Department
433 Prospect Avenue
Newport, Tennessee 37821
A. Dean Williams - Coordinator
Newport/Cocke County Economic Development Commission
433 Prospect Avenue
Newport, Tennessee 37821
Ray Snader-News Director
"PC Radio AM/FM
377 Graham Street
Newport, Tennessee 27821

Permit Number: NC0000272
STATE OF NORTH CAROLINA
DEPARTMENT OF ENVIRONMENT AND NATURAL RESOURCES
DIVISION OF WATER QUALITY
PERMIT
TO DISCHARGE WASTEWATER UNDER THE
NATIONAL POLLUTANT DISCHARGE ELIMINATION SYSTEM
In compliance with the provision of North Carolina General Statute 143-215.1, other lawful standards and
regulations promulgated and adopted by the North Carolina Environmental Management Commission,
and the Federal Water Pollution Control Act, as amended,
Blue Ridge Paper Products Inc.
is hereby authorized to discharge wastewater from a facility located at
'Blue Ridge Paper Products Inc.
Canton Mill Wastewater Treatment Plant
Off Highway 215
Canton
Haywood County
to receiving waters designated as the Pigeon River in the French Broad River Basin in
accordance with effluent limitations, monitoring requirements, and other conditions set forth in
Parts I, II, III and IV hereof.
This permit shall become effective December 1, 2001.
- This permit and authorization to discharge shall expire at midnight on November 30, 2006.
Signed this day November 15, 2001.
Gregory J. Thorpe, Acting Director
Division of Water Quality
By Authority of the Environmental Management Commission

Permit Number: NC0000272
SUPPLEMENT TO PERMIT COVER SHEET
Blue Ridge Paper Products, Inc.
is hereby authorized to:
Continue operation of a 29.9 MGD wastewater treatment plant for the treatment of wastewater
associated with the Blue Paper Products Inc. pulp and paper mill, the Town of Canton's
chlorinated domestic wastewater and landfill leachate. The treatment system consists of the
following treatment units:
• Grit Chamber
• Bar Screen
• Lift Pumps
• Polymer addition
• pH control ( COZ injection or H2SO4 backup)
• Three primary clarifiers
• Nutrient Feed
• Aeration basins
• Three secondary clarifiers
• Residual belt presses
• Effluent flow measurement
• Cascade post aeration with oxygen injection
• Instream oxygen injection facilities
The facility is located at the Blue Ridge Paper Products WWTP, off Highway 215, Canton,
Haywood County, and;
Discharge treated wastewater from said treatment works at the location specified on the attached
map through outfall 001 into the Pigeon River, which is classified C water, in the French Broad
River Basin.

Permit Number: NC0000272
A. (1.) EFFLUENT LIMITATIONS AND MONITORING REQUIREMENTS
During the period beginning on the effective date of the permit and lasting until expiration, the Permittee
is authorized to discharge treated industrial, municipal, stormwater and landfill wastewater through
outfall(s) 001. Such discharges shall be limited and monitored by the Permittee as specified below:
Effluent Characteristics
Effluent Limits
Monitoring Requirements
Monthly
Average
Daily
Maximum
Measurement
Frequency
Sample Type
. Sample
Location'
Flow
29.9 MGD
Continuous
Recording
I or El
BOD, 5-day, 20'C
3205 lb/day
10897 lb/day
Daily
Composite
I, El
Total Suspended Residue
12549 lb/day
49560 lb/day
Daily
Composite
I, El
NH3-N
Daily
Composite
El
AOX
1556.9lb/day
2822.2lb/day
Daily
Composite
El
Colo
Daily
Composite
El
Dissolved Oxygen
Daily
Grab
El
Temperature'
Daily
Grab
El
pHo
Daily
Grab
El
Conductivity
Daily
Grab
El
Fecal Coliform
200/ 100 ml
400/ 100 ml
Weekly
Grab
E,
COD
Weekly
Composite
El
Silver
Quarterly
Composite
El
Zinc
Quarterly
Composite
El
Total Nitrogen
(NO2.-N + NO3-N + TKN)
Monthly
Composite
El
Total Phosphorus
Monthly
Composite
El
Chronic Toxicity
Quarterly
Composite
Ei
Cadmium
Quarterly
Composite
El
Trichloro henol
3.0 pg/L
Quarterly
Composite
El
Pentachloro henol
8.9pg/L
Quarterly
Composite
El
Selenium
10.6
Quarterly
Composite
El
2,3,7,8 Tetrachloro-dibenzo-
oxin1"
0.014 pg/L
Quarterly
Composite
I, Ei
ductivity
Daily
Grab
Pigeon River
wDaily
Grab
Pigeon River
al Coliform
L
Weekly
Grab
Pigeon River
or
Variable
Grab
Pigeon River
erature
Variable
Grab
Pigeon River
Dissolved Oxygen
Variable
Grab
Pigeon River
Footnotes:
1. Sample Location: I- Influent, El — Effluent, Pigeon River - Instream sampling as specified in A. (5.) Instream
Monitoring Special Condition.
2. AOX monitoring shall be in accordance with the Sampling Plan for Cluster Rule Parameters (dated March 19,
2001) or subsequent modifications approved by the Division. AOX data shall be submitted on a quarterly basis
along with other Effluent Guideline chemical data; refer to A. (7.) Effluent Guideline Sampling Plan Special
Condition.
3. See A. (8.) Color Analysis and Compliance Special Condition.
4. The daily average effluent dissolved oxygen concentration shall not be less than 6.0 mg/L. See A. (10.)
Dissolved Oxygen Special Condition.
5. The monthly average instream temperature measured at a point 0.4 miles downstream of the discharge location
shall not exceed 32°C during the months of July, August, and September and shall not exceed 29.0 °C during

Permit Number: NC0000272
---.--_........... ............. _.... I ......... _... ............. _.... ..... ..... _.... ,
the months of October through June. The monthly average instream1_11c!.3turc_ measured at this location shall ---- Deleted: temperarre
not exceed the monthly average instream temperature of the upstream monitoring location by more than 13.9°C — -- -- --- --
[See Special Condition A.(13.) Temperature Variance Review Special Condition].
6. The pH of the effluent shall not be less than 6.0 nor greater than 9.0 (on the standard units scale).
7. Chronic Toxicity (Ceriodaphnia) at 90% Effluent Concentration: March, June, September, December (see A.
(4.) Chronic Toxicity Permit Limit (Quarterly)).
8. Trichlorophenol and Pentachlorophenol limits and monitoring are provisionally waived since the facility has
certified that chlorophenolic biocides are not used at this facility. If the facility changes operations to include
chlorophenolic biocide, the Permittee shall notified the Division prior to use and the limits and monitoring
requirements shall become immediately effective.
9. If after 18 months selenium has not been detected, the facility may request that the Division review selenium
data for possible removal of the limitation.
10. See A. (9.) Dioxin Monitoring Special Condition.
11. See A. (5.) Instream Monitoring Special Condition.
See A. (6.) Best Management Practices (BMP) Special Condition.
See A. (11.) Town of Canton Inflow and Infiltration Special Condition.
Definitions:
MGD — Million gallons per day lb/day — Pounds per day
ml — Milliliter BOD — Biochemical Oxygen Demand
µg/L - Micrograms per liter AOX - Adsorbable Organic Halides
COD - Chemical oxygen demand pg/L - picograms per liter

Permit Number: NC0000272
A. (2.) EFFLUENT LIMITATIONS AND MONITORING REQUIREMENTS
During the period beginning upon the effective date of the permit and lasting until expiration, the
discharge of wastewater from the pine bleach plant to the wastewater treatment plant through
outfall(s) 002 (EZt), shall be limited and monitored by the Permittee as specified below and in A. (7.)
PfFl„Pnt C3„idp.linP Samnlino Plan Special Condition:
Effluent Characteristics
Limits
Monitoring Requirements
Monthly
Average
Daily
Maximum
Measurement
Frequency
SampleType3
Sample
Location'
Flow
Weekly.
Calculated
E2
Chloroform
5.15lb/day
8.60lb/day
Weekly
Grab
Ez
2,3,7,8 Tetrachloro-dibenzo-
-dioxin (TCDD)
< 10 pg/L
Monthly
Composite
E2
2,3,7,8 Tetrachloro-dibenzo-
furan (TCDF
31.9 pg/L
Monthly
Composite
E2
Trichlorosyringol
< 2.5 µg/L
Monthly
Composite
E2
3,4,5-Trichlorocatechol
< 5.0 µg/L
Monthly
Composite
E2
3,4,6-Trichlorocatechol
< 5.0 µg/L
Monthly
Composite
E2
3,4,5-Trichloroguaiacol
< 2.5 µgV
Monthly
Composite
E2
3,4,6-Trichloroguaiacol
< 2.5 µg/L
Monthly
Composite
Ez
4,5,6-Trichloroguaiacol
< 2.5 µg/LS
Monthly
Composite
E2
2,4,5-Trichlorophenol
< 2.5 µg/L
Monthly
Composite
E2
2,4,6-Trichlorophenol
< 2.5 µg/1.
Monthly
Composite
E2
Tetrachlorocatechol
< 5.0 µg/LS
Monthly
Composite
Ez
Tetrachloroguaiacol
< 5.0 µg/L
Monthly
Composite
E2
2,3,4,6-Tetrachlorophenol
< 2.5 µg/L
Monthly
Composite
E2
Pentachlorophenol
< 5.0 µg/I.
Monthly
Composite
Ez
Footnotes:
1. Sample Location: EZ — Effluent is composed of Bleach Plant Effluent -acid (acid sewer collected from tap
installed on filtrate pump from CIOz bleaching stage D-100 and from tap installed on filtrate pump from C102
bleaching stage D-2) and Bleach Plant Effluent -alkaline (alkaline sewer collected from tap installed on filtrate
pump from alkaline extraction stage E.). See A. (7.) Effluent Guideline Sampling Plan Special Condition
2. Monitoring and flow calculations shall be in accordance with the "Sampling Plan for Cluster Rule Parameters"
(dated March 19, 2001) or subsequent modifications approved by the Division. Chemical results for Effluent
Guideline parameters as prepared by the permittee (Internal Outfall 002 parameters +internal Outfall 003
parameters + AOX from Outfall 001) shall be reported on a quarterly basis or more frequently; refer to A. (7.)
Effluent Guideline Sampling Plan Special Condition.
3. Sample Type: Calculated- calculate separate flows for alkaline and acid sewers by water balance or flow
meters, and report total bleach plant flow (acid + alkaline wastestreams) in DMRs. Grab- collect separate grab
samples every 4-hours for 24-hour period from both the acid and alkaline streams, which will then be
composited separately by the lab, and analyzed as separate 24-hr composite acid and alkaline samples.
Composite- collect separate grab samples every 4 hours for 24-hour period from both the acid and alkaline
streams, then prepare and analyze a single flow -proportioned composite of the acid and alkaline wastestream.
4. For compliance purposes, the permittee must report the total chloroform mass loading based on addition of
separate acid and alkaline chloroform mass loadings.
5. Limits are based on Minimum Levels (ML) specified in 40 CFR 430.01.
Definitions:
lb/day — Pounds per day µg/L — Micrograms per liter
pg/L —Picograms per liter

Permit Number: NC0000272
A. (3.) EFFLUENT LIMITATIONS AND MONITORING REQUIREMENTS
During the period beginning upon the effective date of the permit and lasting until expiration, the
discharge of wastewater from the hardwood bleach plant to the wastewater treatment plant through
outfall(s) 003 (E31), shall be limited and monitored by the Permittee as specified below and in A. (7.)
17,PR ,* (2nMol;n Cmmnlino Plan Rnecinl C.nnditinn-
uEffluent Characteristics
Limits.
Monitoring Requirements
Monthly
Average
Daily Average
Measurement
Frequency
Sample Type'
Sample
Location'
FloW
Weekly
Calculated
E3
Chloroform
7.14lb/day
11.93lb/day
Weekly
Grab
E3
2,3,7,8 Tetrachloro-dibenzo-
dioxin (TCDD)
< 10 pg/L
Monthly
Composite
E3
2,3,7,8 Tetrachloro-dibenzo-
p-furan (TCDF)
31.9 pg/L
Monthly
Composite
E3
Trichlorosyringol
< 2.5 µg/L5
Monthly
Composite
E3
3,4,5-Trichlorocatechol
< 5.0 µg/L
Monthly
Composite
E3
3,4,6-Trichlorocatechol
< 5.0 µg/L
Monthly
Composite
E3
3,4,5-Trichloroguaiacol
< 2.5 µg/L
Monthly
Composite
E3
3,4,6-Trichloroguaiacol
< 2.5 µg/L
Monthly
Composite
E3
4,5,6-Trichloroguaiacol
< 2.5 µg/L
Monthly
Composite
E3
2,4,5-Trichlorophenol
< 2.5 µg/L
Monthly
Composite
E3
2,4,6-Trichlorophenol
< 2.5 µg/L
Monthly
Composite
E3
Tetrachlorocatechol
< 5.0 µg/LS
Monthly
Composite
E3
Tetrachloroguaiacol
< 5.0 µg/L
Monthly
Composite
E3
2,3,4,6-Tetrachlorophenol
< 2.5 µg/L
Monthly
Composite
E3
Pentachlorophenol
< 5.0 µg/L
I Monthly
Composite
E3
Footnotes:
1. Sample Location: E3 — Effluent is composed of Bleach Plant Effluent -acid (acid sewer collected from tap
installed on filtrate pump from C102 bleaching stage D-100) and Bleach Plant Effluent -alkaline (alkaline
sewer collected from tap installed on filtrate pump from alkaline extraction stage Ea). See A. (7.) Effluent
Guideline Sampling Plan Special Condition.
2. Monitoring and flow calculations shall be in accordance with the "Sampling Plan for Cluster Rule Parameters"
(dated March 19, 2001) or subsequent modifications approved by the Division. Chemical results for Effluent
Guideline parameters, as prepared by the permittee (Internal Outfall 002 parameters + internal Outfall 003
parameters + AOX from Outfall 001) shall be reported on a quarterly basis or more frequently; refer to A. (7.)
Effluent Guideline Sampling Plan Special Condition.
3. Sample Type: Calculated- calculate separate flows for alkaline and acid sewers by water balance or by flow
meter, and report total bleach plant flow (acid + alkaline wastestreams) in DMRs. Grab- collect separate grab
samples every 4-hours for 24-hour period from both the acid and alkaline streams, which will then be
composited separately by the lab, and analyzed as separate 24-hr composite acid and alkaline samples.
Composite- collect separate grab samples every 4 hours for 24-hour period from both the acid and alkaline
streams, then prepare and analyze a single flow -proportioned composite of the acid and alkaline wastestream.
4. For compliance purposes, the permittee must report the total chloroform mass loading based on addition of
separate acid and alkaline chloroform mass loadings.
5. Limits are based on Minimum Levels (ML) specified in 40 CFR 430.01.
Definitions:
lb/day — Pounds per day µg/L. — Micrograms per liter
pg/L— Picograms per liter

Permit Number: NC0000272
A. (4.) CHRONIC TOXICITY PERMIT LIMIT (QRTRLY)
The effluent discharge shall at no time exhibit observable inhibition of reproduction or significant mortality to
Ceriodaphnia dubia at an effluent concentration of 90%.
The permit holder shall perform at a minimum, quarterly monitoring using test procedures outlined in the "North
Carolina Ceriodaphnia Chronic Effluent Bioassay Procedure," Revised February 1998, or subsequent versions or
"North Carolina Phase II Chronic Whole Effluent Toxicity Test Procedure" (Revised -February 1998) or subsequent
versions. The tests will be performed during the months of March, June, September, December. Effluent sampling
for this testing shall be performed at the NPDES permitted final effluent discharge below all treatment processes.
If the test procedure performed as the first test of any single quarter results in a failure or ChV below the permit
limit, then multiple -concentration testing shall be performed at a minimum, in each of the two following months as
described in "North Carolina Phase II Chronic Whole Effluent Toxicity Test Procedure" (Revised -February 1998) or
subsequent versions.
The chronic value for multiple concentration tests will be determined using the geometric mean of the highest
concentration having no detectable impairment of reproduction or survival and the lowest concentration that does
have a detectable impairment of reproduction or survival. The definition of "detectable impairment," collection
methods, exposure regimes, and further statistical methods are specified in the "North Carolina Phase II Chronic
Whole Effluent Toxicity Test Procedure" (Revised -February 1998) or subsequent versions.
All toxicity testing results required as part of this permit condition will be entered on the Effluent Discharge
Monitoring Form (MR-1) for the months in which tests were performed, using the parameter code TGP3B for the
pass/fail results and THP313 for the Chronic Value. Additionally, DWQ Form AT-3 (original) is to be sent to the
following address:
Attention:. North Carolina Division of Water Quality
Environmental Sciences Branch
1621 Mail Service Center
Raleigh, North Carolina 27699-1621
Completed Aquatic Toxicity Test Forms shall be filed with the Environmental Sciences Branch no later than 30 days
after the end of the reporting period for which the report is made.
Test data shall be complete, accurate, include all supporting chemical/physical measurements and all
concentration/response data, and be certified by laboratory supervisor and ORC or approved designate signature.
Total residual chlorine of the effluent toxicity sample must be measured and reported if chlorine is employed for
disinfection of the waste stream.
Should there be no discharge of flow from the facility during a month in which toxicity monitoring is required, the
permittee will complete the information located at the top of the aquatic toxicity (AT) test form indicating the
facility name, permit number, pipe number, county, and the month/year of the report with the notation of "No Flow"
in the comment area of the form. The report shall be submitted to the Environmental Sciences Branch at the address
cited above.
Should the permittee fail to monitor during a month in which toxicity monitoring is required, monitoring will be
required during the following month.
Should any test data from this monitoring requirement or tests performed by the North Carolina Division of Water
Quality indicate potential impacts to the receiving stream, this permit may be re -opened and modified to include
alternate monitoring requirements or limits.
NOTE: Failure to achieve test conditions as specified in the cited document, such as minimum control organism
survival, minimum control organism reproduction, and appropriate environmental controls, shall constitute an
invalid test and will require immediate follow-up testing to be completed no later than the last day of the month
following the month of the initial monitoring.

Permit Number: NC0000272
A. (5.) INSTREAM MONITORING SPECIAL CONDITION
Stream
Mile
Location Description
Parameter
Frequency
Designation
Marker
UP
63.8
Pigeon River upstream of the
Temperature
Daily
waste treatment plant outfall
D.O.
Daily
(prior to mixing with the
Conductivity
Daily
discharge)
Color'
2/Week
FloW2
Daily
Fecal Coliform
Weekly
DN1
62.9
Pigeon River at Fiberville Bridge
Temperature
Daily
D.O.
Daily
Conductivity
Daily
Color'
2/Week
DN2
57.7
Pigeon River Above Clyde
Temperature
Daily
D.O.
Daily
DN3
55.5
Pigeon River Below Clyde
See Footnote 3
See Footnote 3
DN4
53.5
Pigeon River atNCSR 1625
See Footnote 3
See Footnote 3
bridge
DN5
42.6
Pigeon River at Hepco
Temperature
Weekly
D.O.
Weekly
Color'
Variables
Flow2
Daily
Waterville Reservoir
See Footnote 4
Annually
DN6
26.0
Pigeon River prior to mixing with
Color
Variable
Big Creek
BC
— 26.0
Mouth of Big Creek prior to
Color
Variable
mixing with the Pigeon River
DN7
24.7
Pigeon River at Browns Bridge
Temperature
Weekly
(� NC/TN State Line)
D.O.
Weekly
Color'
Variables
All instream samples shall be grab samples.
1. Color (See A. (8.) Color Analysis and Compliance Special Condition) All instream samples collected
shall be representative of the Pigeon River and Big Creek, respectively. Both true and apparent color
shall be monitored using the methods specified in A. (8.) Color Analysis and Compliance Special
Condition. Samples shall be collected at stations DN6, BC, and DN7 only when at least one generator
at CP&L is in operation and releasing water to the Pigeon River. Samples collected at DN1 shall be
collected from the middle or midpoint of the transect of the Pigeon River.
2. Flow monitoring is necessary, as specified above, for the True Color calculation stipulated in A. (8.)
Color Analysis and Compliance Special Condition.
3. Dissolved Oxygen. The average daily dissolved oxygen concentration measured at River Mile 62.9
(DN1), and 57.7 (DN2), shall not be less than 5.0 mg/1 and the instantaneous minimum dissolved
oxygen concentration shall not be less than 4.0 mg/1 (See A. (10.) Dissolved Oxygen Special ,
Condition). If the dissolved oxygen drops below 5.0 mg/L at station 57.7 then monitoring shall be
required at stations 55.5 (DN3) and 53.5 (DN4).
4. See A. (12.) Waterville Reservoir Sampling Special Condition.
5. Sampling is required 2/week during the summer and once per week during the winter. Summer is
defined as the period from April 1 through October 31, while winter is defined as November 1
through March 31.

Permit Number: NC0000272
A. (6.) BEST MANAGEMENT PRACTICES (BMP) SPECIAL CONDITION
The permittee must implement the BMPs specified in Section A below. The primary BMP objective is to
prevent leaks and spills of spent pulping liquors, soap, and turpentine. A secondary objective is to
contain, collect, and recover at the immediate process area, or otherwise control, those leaks, spills, and
intentional diversions of spent pulping liquor, soap, and turpentine that do occur. BMPs must be
developed according to best engineering practices and must be implemented in a manner that takes into
account the specific circumstances at the mill.
Section A BMP Implementation Requirements
I . The permittee must return spilled or diverted spent pulping liquors, soap, and turpentine to the
process to the maximum extent practicable as determined by the mill, recover such materials outside
the process, or discharge spilled or diverted material at a rate that does not disrupt the receiving
wastewater treatment system.
2. The permittee must establish a program to identify and repair leaking equipment items. This program
must include: (i) Regular daily visual inspections of process area with equipment items in spent .
pulping liquor, soap, and turpentine service; (ii) Immediate repair of leaking equipment items, when
possible. Leaking equipment items that cannot be repaired during normal operations must be
identified, temporary means for mitigating the leaks must be provided, and the leaking equipment
items repaired during the next maintenance outage; (iii) Identification of conditions under which
production will be curtailed or halted to repair leaking equipment items or to prevent pulping liquor,
soap, and turpentine leaks and spills; and (iv) A means for tracking repairs over time to identify those
equipment items where upgrade or replacement may be warranted based on frequency and severity of
leaks, spills, or failures.
3. The permittee must operate continuous, automatic monitoring systems that the mill determines are
necessary to detect and control leaks, spills, and intentional diversions of spent pulping liquor, soap,
and turpentine. These monitoring systems should be integrated with the mill process control system
and may include, e.g., high level monitors and alarms on storage tanks; process area conductivity (or
pH) monitors and alarms; and process area sewer, process wastewater, and wastewater treatment plant
conductivity (or pH) monitors and alarms.
4. The permittee must establish a program of initial and refresher training of operators, maintenance
personnel, and other technical and supervisory personnel who have responsibility for operating,
maintaining, or supervising the operation and maintenance of equipment items in spent pulping
liquor, soap, and turpentine service. The refresher training must be conducted at least annually and
the training program must be documented.
5. The permittee must prepare a brief report that evaluates each spill of spent pulping liquor, soap, or
turpentine that is not contained at the immediate process area and any intentional diversion of spent
pulping liquor, soap, or turpentine that is not contained at the immediate process area. The report
must describe the equipment items involved, the circumstances leading to the incident, the
effectiveness of the corrective actions taken to contain and recover the spill or intentional diversion,
and plans to develop changes to equipment and operating and maintenance practices as necessary to
prevent recurrence. Discussion of the reports must be included as part of the annual refresher training.
6. The permittee must establish a program to review any planned modifications to the pulping and
chemical recovery facilities and any construction activities in the pulping and chemical recovery areas
before these activities commence. The purpose of such review is to prevent leaks and spills of spent
pulping liquor, soap, and turpentine during the planned modifications, and to ensure that construction
and supervisory personnel are aware of possible liquor diversions and of the requirement to prevent
leaks and spills of spent pulping liquors, soap, and turpentine during construction.
7. The permittee must install and maintain secondary containment (i.e., containment constructed of
materials impervious to pulping liquors) for spent pulping liquor bulk storage tanks equivalent to the

Permit Number: NC0000272
volume of the largest tank plus sufficient freeboard for precipitation. An annual tank integrity testing
program, if coupled with other containment or diversion structures, may be substituted for secondary
containment for spent pulping liquor bulk storage tanks.
8. The permittee must install and maintain secondary containment for turpentine bulk storage tanks.
9. The permittee must install and maintain curbing, diking or other means of isolating soap and
turpentine processing and loading areas from the wastewater treatment facilities.
10. The permittee must conduct wastewater monitoring to detect leaks and spills, to track the
effectiveness of the BMPs, and to detect trends in spent pulping liquor losses. Such monitoring must
be performed in accordance with Section E.
Section B. BMP Plan Requirements
1. The permittee must prepare and implement a BMP Plan. The BMP Pldn must be based on a detailed
engineering review as described in this section. The BMP Plan must specify the procedures and the
practices required for the mill to meet the requirements of Section A, the construction the mill
determines is necessary to meet those requirements including a schedule for such construction, and
the monitoring program (including the statistically derived action levels) that will be used to meet the
requirements of Section E. The BMP Plan also must specify the period of time that the mill
determines the action levels established under Section D may be exceeded without triggering the
responses specified in Section E.
2. The permittee must conduct a detailed engineering review of the pulping and chemical recovery
operations --including but not limited to process equipment, storage tanks, pipelines and pumping
systems, loading and unloading facilities, and other appurtenant pulping and chemical recovery
equipment items in spent pulping liquor, soap, and turpentine service --for the purpose of determining
the magnitude and routing of potential leaks, spills, and intentional diversions of spent pulping
liquors, soap, and turpentine during the following periods of operation: (i) Process start-ups and shut
downs; (ii) Maintenance; (iii) Production grade changes; (iv) Storm or other weather events; (v)
Power failures; and (vi) Normal operations.
3. As part of the engineering review, the permittee must determine whether existing spent pulping liquor
containment facilities are of adequate capacity for collection and storage of anticipated intentional
liquor diversions with sufficient contingency for collection and containment of spills. The engineering
review must also consider: (i) The need for continuous, automatic monitoring systems to detect and
control leaks and spills of spent pulping liquor, soap, and turpentine; (ii) The need for process
wastewater diversion facilities to protect end -of -pipe wastewater treatment facilities from adverse
effects of spills and diversions of spent pulping liquors, soap, and turpentine; (iii) The potential for
contamination of storm water from the immediate process areas; and (iv) The extent to which
segregation and/or collection and treatment of contaminated storm water from the immediate process
areas is appropriate.
4. The permittee must amend its BMP Plan whenever there is a change in mill design; construction,
operation, or maintenance that materially affects the potential for leaks or spills of spent pulping
liquor, turpentine, or soap from the immediate process areas.
5. The permittee must complete a review and evaluation of the BMP Plan five years after the first BMP
Plan is prepared and, except as provided in Section B.4., once every five years thereafter. As a result
of this review and evaluation, the permittee must amend the BMP Plan within three months of the
review if the mill determines that any new or modified management practices and engineered controls
are necessary to reduce significantly the likelihood of spent pulping liquor, soap, and turpentine leaks,
spills, or intentional diversions from the immediate process areas, including a schedule for
implementation of such practices and controls.
6. The BMP Plan, and any amendments thereto, must be reviewed by the senior technical manager at the
mill and approved and signed by the mill manager. Any person signing the BMP Plan or its
amendments must certify to the Division under penalty of law that the BMP Plan (or its amendments)

Permit Number: NC0000272
has been prepared in accordance with good engineering practices and in accordance with this
regulation. The permittee is not required to obtain approval from the Division of the BMP Plan or any
amendments thereto.
Section C. BMP Recordkeepine Requirements
1. The permittee must maintain on its premises a complete copy of the current BMP Plan and the
records specified in Section C.2 and must make such BMP Plan and records available to the Division
for review upon request.
2. The permittee must maintain the following records for three years from the date they are created: (i)
Records tracking the repairs performed in accordance with the repair program described in Section A;
(ii) Records of initial and refresher training conducted in accordance with Section A; (iii) Reports
prepared in accordance with Section A; and (iv) Records of monitoring required by Sections A and E.
Section D Establishment of Wastewater Treatment System Influent Action Levels
1. The permittee must conduct a monitoring program per Section D.2, for the purpose of defining
wastewater treatment system influent characteristics (or action levels), described in Section D.3, that
will trigger requirements to initiate investigations on BMP effectiveness and to take corrective action.
2. The permittee must employ the following procedures in order to develop the action levels required by
Section D:
■ Monitoring parameters. The permittee must collect 24-hour composite samples and analyze the
samples for a measure of organic content (e.g., Chemical Oxygen Demand (COD) or Total
Organic Carbon (TOC)). Alternatively, the mill may use a measure related to spent pulping liquor
losses measured continuously and averaged over 24 hours (e.g., specific conductivity or color).
■ Monitoring locations. The permittee must conduct monitoring at the point influent enters the
wastewater treatment system. For the purposes of this requirement, the permittee may select
alternate monitoring point(s) in order to isolate possible sources of spent pulping liquor, soap, or
turpentine from other possible sources of organic wastewaters that are tributary to the wastewater
treatment facilities (e.g., bleach plants, paper machines and secondary fiber operations).
3. By the permit effective date, the permittee must complete an initial six-month monitoring program
using the procedures specified in Section D and must establish initial action levels based on the
results of that program. A wastewater treatment influent action level is a statistically determined
pollutant loading determined by a statistical analysis of six months of daily measurements. The action
levels must consist of a lower action level, which if exceeded will trigger the investigation
requirements described in Section E, and an upper action level, which if exceeded will trigger the
corrective action requirements described in Section E.
4. By January 15, 2002, the permittee must complete a second six-month monitoring program using the
procedures specified in Section D and must establish revised action levels based on the results of that
program. The initial action levels shall remain in effect until replaced by revised action levels.
5. Action levels developed under this Section must be revised using six months of monitoring data after
any change in mill design, construction, operation, or maintenance that materially affects the potential
for leaks or spills of spent pulping liquor, soap, or turpentine from the immediate process areas.
Section E BMP Monitoring Corrective Action and Reporting Requirements
1. The permittee must conduct daily monitoring of the influent to the wastewater treatment system in
accordance with the procedures described in Section D for the purpose of detecting leaks and spills,
tracking the effectiveness of the BMPs, and detecting trends in spent pulping liquor losses.

Permit Number: NC0000272
2. Whenever monitoring results exceed the lower action level for the period of time specified in the
BMP Plan, the permittee must conduct an investigation to determine the cause of such exceedance.
Whenever monitoring results exceed the upper action level for the period of time specified in the
BMP Plan, the permittee must complete corrective action to bring the wastewater treatment system
influent mass loading below the lower action level as soon as practicable.
3. Although exceedances of the action levels will not constitute violations of an NPDES permit, failure
to take the actions required by Section E.2 as soon as practicable will be a permit violation.
4. The permittee must report to the Division the results of the daily monitoring conducted pursuant to
Section E.1. Such reports must include a summary of the monitoring results, the number and dates of
exceedances of the applicable action levels, and brief descriptions of any corrective actions taken to
respond to such exceedances. Submission of such reports shall be annually, by March 3151 of the
following year.
Section F. BMP Compliance Deadlines
1. The permittee is subject to the following BMP deadlines:
■ Prepare BMP Plans and certify to the Division that the BMP Plan has been prepared in
accordance with this regulation not later than the permit effective date.
■ Implement all BMPs specified in Section A that do not require the construction of containment or
diversion structures or the installation of monitoring and alarm systems not later than the permit
effective date.
■ Establish initial action levels required by Section D not later than the permit effective date.
■ Commence operation of any new or upgraded continuous, automatic monitoring systems that the
mill determines to be necessary under Section A (other than those associated with construction of
containment or diversion structures) not later than the permit effective date.
■ Complete construction and commence operation of any spent pulping liquor, collection,
containment, diversion, or other facilities, including any associated continuous monitoring
systems, necessary to fully implement BMPs specified in Section A not later than the permit
effective date.
■ Establish revised action levels required by Section D as soon as possible after fully implementing
the BMPs specified in Section A, but not later than January 15, 2002.
■ Submit Annual Reports required by Section EA to the Division by March 31" of the following
year.
Section G. BMP Definitions
1. Action Level: A daily pollutant loading that when exceeded triggers investigative or corrective action.
Mills determine action levels by a statistical analysis of six months of daily measurements collected at
the mill. For example, the lower action level may be the 75th percentile of the running seven-day
averages (that value exceeded by 25 percent of the running seven-day averages) and the upper action
level may be the 90th percentile of the running seven-day averages (that value exceeded by 10
percent of the running seven-day averages).
2. Division: North Carolina DENR, Division of Water Quality, 1617 Mail Service Center, Raleigh,
North Carolina 27699-1617.
3. Equipment Items in Spent Pulping Liquor, Soap, and Turpentine Service: Any process vessel, storage
tank, pumping system, evaporator, heat exchanger, recovery furnace or boiler, pipeline, valve, fitting,
or other device that contains, processes, transports, or comes into contact with spent pulping liquor,
soap, or turpentine. Sometimes referred to as "equipment items."
4. Immediate Process Area: The location at the mill where pulping, screening, knotting, pulp washing,
pulping liquor concentration, pulping liquor processing, and chemical recovery facilities are located,
generally the battery limits of the aforementioned processes. "Immediate process area" includes spent

Permit Number: NC0000272
pulping liquor storage and spill control tanks located at the mill, whether or not they are located in the
immediate process area.
5. Intentional Diversion: The planned removal of spent pulping liquor, soap, or turpentine from
equipment items in spent pulping liquor, soap, or turpentine service by the mill for any purpose
including, but not limited to, maintenance, grade changes, or process shutdowns.
6. Mill: The owner or operator of a direct or indirect discharging pulp, paper, or paperboard
manufacturing facility subject to this section.
7. Senior Technical Manager: The person designated by the mill manager to review the BMP Plan. The
senior technical manager shall be the chief engineer at the mill, the manager of pulping and chemical
recovery operations, or other such responsible person designated by the mill manager who has
knowledge of and responsibility for pulping and chemical recovery operations.
8. Soap: The product of reaction between the alkali in kraft pulping liquor and fatty acid portions of the
wood, which precipitate out when water is evaporated from the spent pulping liquor.
9. Spent Pulping Liquor: For kraft and soda mills "spent pulping liquor" means black liquor that is used,
generated, stored, or processed at any point in the pulping and chemical recovery processes.
10. Turpentine: A mixture of terpenes, principally pinene, obtained by the steam distillation of pine gum
recovered from the condensation of digester relief gases from the cooking of softwoods by the kraft
pulping process. Sometimes referred to as sulfate turpentine.

Permit Number: NC0000272
A. (7.) EFFLUENT GUIDELINE SAMPLING PLAN SPECIAL CONDITION
The bleach plant effluent samples (Outfalls 002 and 003) shall be analyzed for 2,3,7,8-TCDD in
accordance with EPA Method 1613. A single sample, from each of the bleach plant effluents, may be
analyzed to determine compliance with the daily maximum effluent limitation.
The bleach plant effluent samples (Outfall 002 and 003) shall be analyzed for the 12 chlorinated phenolic
compounds in accordance with EPA Method 1653. A single sample, from each of the bleach plant
effluents, may be analyzed to determine compliance with the daily maximum effluent limitation. The
Minimum Levels for each of the 12 chlorinated compounds are the same as the Daily Maximum
concentrations listed on the effluent pages for the respective outfall(s).
The final wastewater treatment plant effluent sample (Outfall 001) shall be analyzed for AOX in
accordance with EPA Method 1650, or subsequent test methods approved by the Division.
The permittee may request future monitoring modifications to the Effluent Guideline requirements,
including 1) use of ECF certification in lieu of monitoring for chloroform in the bleach plant effluents
(Outfall(s) 002 and 003) when this rule is promulgated by EPA; 2) demonstrating compliance using
samples collected less frequently than every four hours; 3) using automated composite volatile samplers
for chloroform sampling; and 4) using automated composite samplers for chlorophenolic, 2,3,7,8 TCDD
and 2,3,7,8 TCDF sampling. Such future requests will be evaluated in accordance with 15A NCAC
2H.0114.
The flow calculations for internal Outfall(s) 002 and 003 shall not be subject to accuracy requirements
specified under Part II, Section D.3. This exclusion is similar to that provided for pump log flow
calculations.
Chemical data for Effluent Guideline parameters (Outfall(s) 002 and 003 parameters + AOX from Outfall
001) shall be submitted to the Division on a quarterly basis or more frequently (January- March, April -
June, July- September, October -December). Quarterly submissions shall be due 60 days following the
last day of each quarter (Due dates = May 31, August 31, November 30, and February 28). Chemical data
shall be submitted on Division -approved DMR forms, with a separate form provided for each month.

Permit Number: NC0000272
A. (8.) REQUIREMENTS FOR COLOR ANALYSIS AND COMPLIANCE SPECIAL CONDITION
The color reduction requirements contained in this special condition have been derived directly
from the mill's efforts to identify possible reduction measures and from the EPA Technology
Review Workgroup (TRW report dated August 3, 2001) and the EPA Tech Team Report (dated
July 25, 2001). These requirements are aimed at securing the highest feasible reduction of the
mill's effluent color over the permit cycle and for laying the foundation for removal of the color
variance by the expiration date of this permit.
The EPA Tech Team Report identified three levels of possible color reduction actions (identified
in the report as Highest Certainty, Reasonable Certainty and Lowest Certainty). Each of these
tiers of reductions have identified specific actions or technologies that when implemented may
result in additional color reductions in the mill's effluent. For example, the color reduction goals
of the condition in Paragraph 6 of this special condition is premised on the implementation of all
the actions of'Highest Certainty.'
Paragraph 7 of this special condition requires the company to evaluate actions of 'Reasonable
Certainty'. Identified under 'Reasonable Certainty' are the technologies of Ozone/Chlorine
Dioxide stage for the hardwood bleach line and second stage oxygen delignification for the pine
line. This condition requires the permittee to examine the technical, economic and operational
feasibility of implementing these technologies. The review of this required evaluation (Paragraph
7) will be supported by the EPA TRW. Regardless of the outcome of this feasibility analysis, the
permittee is required to achieve 3,000 - 8,000 pounds per day additional color reduction, except to
the extent allowed by Paragraph 6. This is considered the equivalent reduction of what would be
expected from the installation of the two technologies identified by the EPA TRW process.
Color Treatment of the Chloride Removal Process Purge Stream is the color reduction
methodology with the'Lowest Certainty'. Therefore, this condition requires the permittee to
evaluate potential technologies for treatment of this wastestream and to implement those if shown
technologically, economically and operationally feasible.
Built into this special condition is a series of regulatory requirements that the permittee achieve
reductions of the mill's effluent color consistent with each series of reduction actions. This means
that following implementation ofthe'Highest Certainty' actions the mill's annual color limit must
be reduced by 6,000 - 8,000 pounds per day, except to the extent allowed by Paragraph 6. If the
implementation of all the actions identified under'Highest Certainty' actually result in better long
term effluent quality, this in no way reduces the permittee's responsibility to achieve the color
reductions measured by those actions identified as having 'Reasonable Certainty' of success and
determined to be technically, economically and operationally feasible under paragraph 7.
The mechanism for applying the overall success of the mill's efforts to reduce color is
demonstrated by the actual color performance. This performance will be the basis for limitations
established following implementation of the 'Reasonable Certainty' category actions and the.
process of developing the mill's limitations for the next permit renewal. Again, it is the goal of
this special condition to achieve the color reductions identified by the EPA TRW and lay the
foundation for removal of the color variance by the expiration date of this permit.
2. The average annual discharge of true color for each calendar month shall not exceed 48,000
pounds per day. The monthly average effluent true color loading shall not exceed 55,000 pounds
per day. For the purpose of this permit/variance only, "pounds of true color" is calculated by the
following equation:

Permit Number: NC0000272
Effluent Flow Q x Effluent True Color Level (Platinum Cobalt Units) x 834. -. I Deleted: mgd
All samples collected for color analysis and for use in the above calculation shall be measured
and reported using the procedure referenced in 39 FR 430.11 (b) (May 29, 1974) - true and
apparent color or as amended by the EPA.
Blue Ridge Paper, in accordance with activities underway at the mill and in response to the work
of the EPA Technology Review Workgroup (EPA TRW), has already begun the process of
identifying and implementing technically, economically and operationally feasible process
optimization measures, which can be taken to further reduce color discharges from the mill. The
permittee is directed to continue evaluating mill operations with the goal of fully identifying
opportunities for preventing and controlling measurable black liquor leaks and spills (Best
Management Practices - BMPs). Such BMPs include but are not limited to:
➢ Continuous improvement of operating practices so more leaks and spills are recovered rather
than discharged to sewer;
➢ Improvement in preparation for planned outages to maximize capture of tank clean -out waste
and routing to recovery;
➢ Reduction of clean water that continuously runs into sewers to prevent dilution of smaller
spills and facilitate recovery of highly colored wastewaters; and
➢ Improvement in the equipment used for handling of knot rejects to prevent black liquor leaks
into the recovery sumps.
As indicated in Paragraph 4, the permittee has already begun the process of implementing the
specific actions and technologies identified by the EPA Tech Team as having the 'Highest
Certainty'. The permittee is directed to implement all the specific actions and technologies the
EPA Tech Team Report identified as having the 'Highest Certainty'. The specific action items
identified as having the 'Highest Certainty' include: Process Optimization, Improved black liquor
leak & spill collection and control, and BFR reliability improvement. These'Highest Certainty'
action items and technologies shall be implemented in sufficient time to generate a sufficient
database of representative mill effluent data for statistical analysis by October 1, 2003.
By October 1, 2003, the permittee shall submit to the North Carolina Division of Water Quality a
report including a statistical analysis of the permittee's monthly average color discharge, mill
performance as related to color, all available data necessary to derive the lowest achievable
annual average and monthly average color loading limits. By November 1, 2003, the Division of
Water Quality (in consultation with the Technology Review Workgroup) shall recommend,
considering the statistical analysis report submitted by the permittee and the demonstrated
performance of the mill, the lowest achievable annual average and monthly average color loading
effluent limitations. If the limits determined to be achievable are within or below the target range
of 40,000 - 42,000 pounds per day as an annual average, the limits shall become effective on
December 1, 2003, by written notification from the Director. If the limits determined to be
achievable by the Division of Water Quality (in consultation with the Technology Review
Workgroup) are above the target range, the Permit shall be modified in accordance with North
Carolina's permitting process to reflect those limits.

Permit Number: NCO000272
6. Implementation of the 'Highest Certainty' action items or technologies shall reduce the annual
average color discharge limit 6,000 - 8,000 lbs/day, based on the statistical analysis conducted
according to Paragraph 5. Beginning December 1, 2003, upon written notification from the
Division of Water Quality the annual average discharge of true color shall not exceed 40,000 -
42,000 pounds per day.
However, if by November 1, 2003, the Division of Water Quality (DWQ), in consultation with
the Technology Review Workgroup', and the NPDES Committee agree that there are
overwhelming technical, economic, or operational barriers to the Permittee's ability to attain a
40,000 - 42,000 lbs/day annual color loading limit, DWQ shall recommend to the NPDES
Committee, alternate interim limits to become effective December 1, 2003. At that time, DWQ
shall recommend a new effective date for achieving an annual average color loading limit of
40,000 - 42,000 pounds per day. These recommendations shall be based on what DWQ
concludes Blue Ridge Paper can reasonably achieve, giving consideration to the actual
demonstrated color levels discharged and the'Highest Certainty' action items and technologies
implemented pursuant to Paragraphs 4 and 5. Based on DWQ's recommendations, the NPDES
Committee will determine an alternate interim limit to become effective on December 1, 2003,
and the new effective date for achieving an annual average color loading limit of 40,000 - 42,000
pounds per day. After the NPDES Committee's final decision, the NPDES Permit will be
modified in accordance with North Carolina's permitting process.
The permittee shall submit to the Division of Water Quality, the Technology Review Workgroup
and the NPDES Committee by December 1, 2003, a report on the feasibility of achieving a target
annual average color reduction within the range of 3,000 and 8,000 pounds per day from the
reduction achieved by implementation of the 'Highest Certainty' actions. This report shall include
an evaluation of the use of the'Reasonable Certainty' actions identified in the EPA Tech Team
Report and any other actions that would result in additional color reductions, actions taken by the
permittee to reduce color loading (since permit issuance), and the technical, economic, and
operational feasibility of implementing the 'Reasonable Certainty' actions on a continuous or
intermittent basis, in order to achieve a target annual average color reduction within the range of
3,000 and 8,000 pounds per day. As identified in the EPA Tech Team Report, the'Reasonable
Certainty' actions are the technologies of Ozone/Chlorine Dioxide stage for the hardwood bleach
line and second stage oxygen delignification for the pine line. The report shall identify specific
economic and implementation issues associated with the proposed improvements. The report
shall also project expected additional color reduction for each technology evaluated and
maximum color reduction possible using the identified technologies. The report shall also include
a proposed schedule for implementation of process improvements or installation of technologies
required to achieve an additional an effluent color reduction of 3,000 - 8,000 pounds per day. The
permittee shall provide this evaluation/report, together with an updated report on the results of
ongoing and additional planned color reduction activities, to the Division of Water Quality, the
Technology Review Workgroup and the NPDES Committee. By February 1, 2004, DWQ (in
consultation with the Technology Review Workgroup) shall approve or modify the permittee's
recommended plan for achieving an additional 3,000 - 8,000 pounds per day reduction to the
target annual average.
1 The Technology Review Workgroup shall act in an advisory role to the North Carolina Division of Water
Quality, and NC DWQ Shall consult with the Technology Review Workgroup prior to making any decisions
regarding color reduction activities at the Canton Mill.

Permit Number: NC0000272
8. By December 1, 2005, the permittee shall submit, as related to the implementation of the process
improvements evaluated according to Paragraph 7, a statistical analysis of Blue Ridge Paper's
effluent quality performance. This report shall include a statistical analysis of the Blue Ridge
Paper's monthly average and annual average color discharge, mill performance as related to color,
and all available data necessary to derive the lowest achievable annual average and monthly
average color loading limits.
By February 1, 2006, the Division of Water Quality (in consultation with the Technology Review
Workgroup) shall recommend to the NPDES Committee, considering the statistical analysis
report submitted by the permittee and the demonstrated performance of the mill, the lowest
achievable annual average and monthly average color loading effluent limitations. If the limits
determined to be achievable are within or below the target range of 32,000 - 39,000 pounds per
day as an annual average, the limits shall become effective on March 1, 2006, by written
notification from the Director. If the limits determined to be achievable by the Division of Water
Quality (in consultation with the Technology Review Workgroup) are above the target range, the
Permit shall be modified in accordance with North Carolina's permitting process to reflect those
limits.
By December 1, 2004, the permittee shall evaluate color reduction technologies associated with
the Chloride Removal Process (CRP) wastestream. The CRP analysis shall concentrate on the
technical, economic, and operational feasibility of implementing the applicable technologies on
all or a portion of the purge stream. The report shall identify specific economic and
implementation issues associated with the improvements. The report shall also project expected
additional color reduction for each technology evaluated and maximum color reduction possible
using the identified technologies. Though not limited to the following, the report shall include an
analysis of the land application of the high chloride wastewater, commercial incineration,
coagulant/precipitation technologies, and solidification for land disposal. The Division of Water
Quality (in consultation with the Technology Review Workgroup) shall evaluate the feasibility of
implementing identified technologies for further color reduction and shall submit to the NPDES
Committee by February 1, 2005, DWQ's recommendations regarding color reductions associated
with the treatment of the CRP wastestream.
If during the course of this evaluation Blue Ridge Paper identifies a technical, economic, and
operationally feasible color reduction technology that can be implemented for treatment of the
CRP wastestream, the permittee may request that the Technology Review Workgroup review this
technology for implementation at the Canton mill. If the Technology Review Workgroup concurs
that the identified technology is suitable for the Canton mill and that the color reductions
achievable are adequate, the mill's obligation to research additional technologies will be waived
after formal notification from Blue Ridge Paper that the identified technology will be installed
and placed into operation. This notification shall include language indicating the permittee's
commitment to the implementation of the technology, along with a schedule for implementation.
The Division of Water Quality will notify the permittee in writing that the proposed
implementation schedule is acceptable.
10. By March 1, 2006, the pennittee shall submit a report to Division of Water Quality, the
Technology Review Workgroup and the NPDES Committee on the color reduction efforts as part
of the Variance review process (Triennial Review of North Carolina's Water Quality Standards).
This report shall also include an evaluation of color in the Pigeon River at the Fiberville Bridge,
and an evaluation on the feasibility of complying with North Carolina's Color Standard.

Permit Number: NC0000272
11. The 1997 Settlement Agreement contained provisions to limit color in the Pigeon River at the
Hepco USGS gauge station. The new effluent limits in this permit are more stringent than the
provisions in the 1997 Permit and Color Variance and will result in reduced color levels in the
Pigeon River. It is possible to calculate the monthly flow at the Canton gage station above which
instream color at the Fiberville Bridge will not exceed 50 true color units. Using the 55,000
pounds per day monthly average true color loading limit (implemented on the effective date of
the permit) the flow at the Canton Gage station, which will provide for color less than 50 true
color units at the Fiberville Bridge is 171.8 MGD. Therefore, the monthly average color in the
Pigeon River at the Fiberville Bridge will be less than 50 true color units whenever the monthly
average flow (at the Canton gage station) is greater than 171.8 MGD.
12. The governing flow criterion for true color at Canton is 58.1 MGD (30Q2 stream flow). The flow
established, pursuant to Paragraph 11, is greater than this 30Q2 stream flow, therefore, for flows
less than the 171.8 MGD at the Canton Gage station but greater than 193.3 MGD (30Q2 flow) at
the Hepco gage station, the monthly average color in the Pigeon River at Hepco will be less than
50 true color units.
13. Beginning December 1, 2003, the monthly average color in the Pigeon River at the Fiberville
Bridge will be less than 50 true color units whenever the flow at Canton is greater than the flow
established using the following equation and based on the monthly average effluent limit
established per Paragraph 5:
Flow at Canton_ USGS(MGD)—(Monthly Average Effluent Color L'm't lb/dav-12468 3) +31.6 + 2.4
308.58
For flows at the Canton Gage station less than the flow established here but greater than 193.3
MGD at the Hepco gage station, the monthly average color in the Pigeon River at Hepco will be
less than 50 true color units.
14. Beginning March 1, 2006, the monthly average color in the Pigeon River at the Fiberville Bridge
will be less than 50 true color units whenever the flow at Canton is greater than the flow
established using the following equation and based on the monthly average effluent limit
established per Paragraph 8:
Flow at Canton_ USGS(MGD)—(Monthly Average Effluent Color Limitlb/dav-12468.3) +3 1.6 + 2.4
308.58
For flows at the Canton Gage station less than the flow established here but greater than 193.3
MGD at the Hepco gage station, the monthly average color in the Pigeon River at Hepco will be
less than 50 true color units.
15. The potential exists that there could still be periods of time corresponding to periods of lower
flow in the river, when color at Fiberville might exceed 50 true color units. Therefore, the
permittee shall continue to implement the approved Low Flow Contingency Plan for mitigating
the occurrence and degree of this potential exceedence.
16. The permittee shall not increase the mill's pulp production capacity during the term of this permit,
unless the permittee can demonstrate that the increased production can be achieved while
reducing color loading. In addition, increasing the mill's pulp production capacity may require
permit revision in accordance with North Carolina's NPDES Permitting rules.

Permit Number: NC0000272
17. The NPDES Permit shall be subject to reopening in order to modify the color requirements based
upon the following and in association with the required triennial reviews:
Any breakthrough in color removal technologies. Such breakthroughs shall be brought to the
NPDES Committee for consideration, by Blue Ridge Paper and the Division of Water
Quality, as soon as they are discovered.
➢ An acceptable statistical analysis of effluent color discharge data demonstrating significantly
better color removal performance than that currently prescribed in the variance and permit,
except as noted herein.
➢ Successful application of end -of -pipe color reduction technology or in -mill color
minimization effort that results in significant and measurable reduced mass color discharge.
18. The transfer of this NPDES permit will not proceed until any successor -in -interest to the current
permittee has agreed to accept the provisions of this permit and request and received from the
NPDES Committee a transfer of 2001 Revised Color Variance.

Permit Number: NC0000272
A. (9.) DIOXIN MONITORING SPECIAL CONDITION
The permittee shall perform the analyses for dioxin and dibenzofuran as outlined below:
Sampling Point
Monitoring
Requirements
Measurement
Frequent
Sample Type
Influent to Wastewater
Treatment Plant
Quarterly
Composite
Effluent
Quarterly
Composite
Sludge
Annual
Composite
Landfill Leachate
Annual
Composite
The samples shall be analyzed for 2,3,7,8-TCDD and 2,3,7,8 TCDF in accordance with EPA Method
1613. A single sample may be analyzed. Alternatively, the sample volumes may be collected to
enable the sample to be split (duplicate analysis). The Minimum Level in the effluent for 2,3,7,8-
TCDD and 2,3,7,8 TCDF by EPA Method 1613 is 10 pg/l.
The samples shall be analyzed for the full range of dioxin and furan isomers as identified in the list
below and shall be in accordance with EPA Method 1613. A single sample may be analyzed.
Alternatively, the sample volumes may be collected to enable the sample to be split (duplicate
analysis). The minimum level using these methods for the purpose of compliance evaluation is
considered to be 10 picograms per liter
DIOXIN
DIBENZOFURAN
Isomer
Isomer
2,3,7,8
TCDD
2,3,7,8
TCDF
1,2,3,7,8
PeCDD
1,2,3,7,8
PeCDF
2,3,4,7,8
PeCDF
1,2,3,4,7,8
HxCDD
1,2,3,4,7,8
HxCDF
1,2,3,7,8,9
HxCDD
1,2,3,7,8,9
HxCDF
1,2,3,6,7,8
HxCDF
1,2,3,6,7,8
HxCDD
2,3,4,6,7,8
HxCDF
1,2,3,4,6,7,8
HpCDD
1,2,3,4,6,7,8
HpCDF
1,2,3,4,7,8,9
HpCDF
If dioxins or dibenzofurans are detected in the effluent above the minimum level, the permittee
shall initiate more frequent monitoring of sludge and landfill leachate. The dioxin and
dibenzofuran monitoring as stipulated in this condition shall continue until such time that the fish
consumption advisory is completely lifted in North Carolina, or if after sufficient data has been
generated, statistical analysis indicates that the bleach plant effluent does not contain reasonable
potential to exceed the permitted limits.
Additional Requirements
Fish tissue analysis shall be performed in accordance with the Division of Water Quality approved
monitoring plan, which will be reviewed as necessary. The monitoring plan is an enforceable part of this
permit. All dioxin data collected as part of this monitoring requirement will be reported as required in the
plan, no later than 1.180 days after sampling.

Permit Number: NC0000272
A. (10.) DISSOLVED OXYGEN SPECIAL CONDITION
The permittee shall maintain an average daily dissolved oxygen concentration of not less than 5.0 mg/l
with a minimum instantaneous value of not less than 4.0 mg/l at River Miles 62.9 (DN1) and 57.7 (DN2).
The permittee shall operate oxygen injection facilities at the outfall structure, at 0.9 miles downstream of
the discharge, and at 2.1 miles downstream of the discharge, as necessary, to comply with this
requirement. These facilities shall be operated in a manner which will maintain the water quality standard
for dissolved oxygen in the Pigeon River downstream of the discharge. Blue Ridge Paper shall report the
date and duration of oxygen injection use as a supplement to the monthly Discharge Monitoring Report
(DMR) forms. If the dissolved oxygen drops below 5.0 mg/L at station DN2 then monitoring shall be
required at stations DN3 and DN4.
A. (11.) TOWN OF CANTON INFLOW AND INFILTRATION SPECIAL CONDITION
The permittee shall make continued efforts to promote reduction of inflow/infiltration to the Town of
Canton's wastewater collection system.
A. (12.) WATERVILLE RESERVOIR SAMPLING SPECIAL CONDITION
Sampling for Waterville Reservoir shall be conducted once annually during 2002 and 2004. Sampling
shall be performed during a low flow period to correspond with the fish tissue study (see A. (9.) Dioxin
Monitoring Special Condition).
Sampling shall be performed at Waterville Reservoir prior to Laurel Branch, Waterville Reservoir near
Wilkins Creek and Waterville Reservoir near the dam. Each location shall be sampled for the following
parameters:
PARAMETERS'
Temperature
Dissolved Oxygen
Conductivity
H
Total Nitrogen
Nitrite + Nitrate
Ammonia
TKN
PO4
Total Phos horus
Chloro hyll-a
Secchi Depth
All samples shall be collected at 0.1 meters beneath the surface of the water in the lake.
A. (13.) TEMPERATURE VARIANCE REVIEW SPECIAL CONDITION
During the next permit renewal, Blue Ridge Paper shall complete an analysis of temperature and shall
submit a balanced and indigenous species study, no later than May 1, 2006. As part of this analysis, Blue
Ridge Paper shall submit a complete temperature variance report documenting the need for a continued
temperature variance.
The study shall be performed in accordance with the Division of Water Quality approved.plan. Request
for revisions to this plan shall be submitted for approval no later than March 1, 2005. The temperature
analysis and the balanced and indigenous study plan shall conform to the specifications outlined in 40
CFR 125 Subpart H and the EPA's Draft 316a Guidance Manual, dated 1977.

—
K
IB
A
H2SO4 PH CONTROL
(BACK—UP)
PRIMARY EFFLUENT
0 INJECTION•INTERMITTENT
2 SULFIDE CONTROL
•3
CLARIFIER
200' DIAMETER
14.75' DEEP
3.47
GALLONS ON
�\
La
ait
I
I
I
I
I
I
I
I
J
•1
CLARIFIER
125' DIAMETER
11' DEEP
ON
� GALLONS
NORMALLYI
SPILL
COLLECTIO
POLMER ADD I T-I'ON
FOR TSS CONTROL
•4
CLARIFIER
200' D I AMETEK
12' DEEP
2.82 M ILL I
i
GALLONS
i
i
i
i
i
I�
I �
I \
-CLARIFIER
200' DIAMET
12' DEEP
2.82 MILLI
GALLONS
1
I
I
I
I
I
I
I
I
CLARIFIER
150' DIAMET
14' DEEP
1.85 MILLI(
GALLONS
NOTE "'
1. ALL FLOWS AT DESIGN RATES IN M6D oarFere�s_ei
i .we
ON
ER
ON
8FT. FLUME
FOR FLOW COMPLIANCE
11.48
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r
cr
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co
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FLUME
6.22
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Y[11.E - FLOW DIAGRAM
RIDGE PAPER PRODUCTS
ON MILL
PEWIT 0D.
NC0000272
HAWIWG KMKR
F-107A-526
t� 1 13

APPENDIX 2
CATEGORICAL EXCLUSION

Categorical Exclusions - Wastewater
[40 CFR 6.107 & 6.505]
Town of Canton, NC — Blue Ridge Paper WWTP
Project Name Influent Lift Station Floodproofing
Grant Number
Categorical Exclusions (CEs) are identified categories of actions which do not individually,
cumulatively overtime, or in conjunction with other Federal, State, local or private actions have a
significant effect on the quality of the human environment. For a project to be eligible for a CE, it must
meet the categories/criteria of both Tables 1 and 2 below.
Based upon the existing information, does the wastewater (VW) project fit any of the following
general categories of Table 1?
Table 1. General and Specialized Categories of Granting a CE [ 40 CFR 6.107(d)] and [40 CFR
6.505(b)]
Minor rehabilitation of existing facilities
Yes X
This includes, but is not limited to, infiltration and inflow corrections in the
No
existing collection system and equipment rehabilitation at existing wastewater
plant, pumping, or storage facilities. It also includes the replacement of
existing sewer lines constructed in already disturbed areas within the existing
system service areas intended to serve existing customers with no change in
capacity.
Describe: Construction of concrete flood containment walls, approximately 10 feet
in height, around the existing influent pump station for the Blue Ridge Paper
Products wastewater treatment plant.
Functional replacement of equipment
Yes
This includes, but is not limited to, equipment replacement or modification at
No X
existing wastewater plant, pumping, or storage facilities with no significant
change in capacity.
Describe:
Ancillary facilities adjacent or appurtenant to existing facilities
Yes
This includes, but is not limited to, the minor extension of collection system
No X
sewers or force mains within '/z mile of the existing collection system to serve
predominantly existing development as long as: 1) any increase in system flow
would not exceed the capacity of the collection system or treatment facilities,
and 2) the level of treatment will not be affected.
Describe:
Revised 3/18/04 1 of 3 EPA Region 4

The Project does not affect the degree of treatment or capacity of the existing facility Yes X
including, but not limited to, infiltration and inflow corrections, replacement of No
existing mechanical equipment of structures, and the construction of small structures
on existing sites.
Describe: Installation of valves and a sluice gate to allow operators to prevent non-
critical flows from entering the wetwell during a flood condition.
The Project is in a sewered community of less than 10,000 persons and involves only. Yes X
minor upgrading and minor expansion of existing treatment works. This category does No
not include Projects that directly or indirectly involve the extension of new collection
systems funded with federal or other sources of funds.
Describe: Construction of concrete flood containment walls, approximately 10 feet in
height, around the existing influent pump station for the Blue Ridge Paper Products
wastewater treatment plant.
The project involves on -site technologies in an unsewered community of less than Yes
10,000 persons. No X
Describe:
It any answer in Table 1 is "Yes", then go to Table 2.
If all answers in Table 1 are "No", then STOP -- an Environmental Information Document (EID)
must be prepared.
If the wastewater project does fit in a category (any answer in Table 1 is "Yes"), then the
following questions must be answered:
Table 2. Criteria That Prevent Granting a CE [40 CFR 6.107(e)] and [40 CFR 6.505(c)]
The action is known or expected to have a significant effect on the quality of the
Yes
human environment, either individually, cumulatively over time, or in conjunction with
No X
other federal, State, local, tribal or private actions.
The action is known or expected to directly or indirectly affect cultural resources areas
Yes
such as archaeological and historic sites.
No X
The action is known or expected to directly or indirectly affect endangered or
Yes
threatened species and their critical habitats.
No X
The action is known or expected to directly or indirectly affect environmentally
Yes
important natural resource areas such as floodplains, wetlands, important farmlands, or
No X
aquifer recharge zones.
The action is known or expected not to be cost-effective.
Yes
No X
Revised 3/18/04 2 of 3 EPA Region 4

The action is known or expected to cause significant public controversy.
Yes
No X
The facilities to be provided will create a new, or relocate an existing,
Yes
discharge to surface or ground waters.
No X
The facilities will result in substantial increases in the volume of discharge or
Yes
the loading of pollutant from an existing source or from new facilities to
No X
receiving waters.
The facilities would provide capacity to serve a population 30% greater than
Yes
the existing population.
No X
If all of the answers to the questions in Table 2 are "No" and the project is in an eligible
category from Table 1, then a Categorical Exclusion can be issued.
If any of the answers to the questions in Table 2 are "Yes," then a Categorical Exclusion can not
be granted and an Environmental Information Document (EID) must be prepared.
List names and dates of documents used in making this evaluation.
Engineering Report, Influent Pump Station Flood Walls McGill Associates P.A., March 2006
Final Recommendation
Reviewer Name
Review Signature
Date of recommendation
Revised 3/18/04 3 of 3 EPA Region 4

I
P VC:;1i
AMichael F. Easley, Governor
of wTF9
Q William G. Ross Jr., Secretary
North Carolina Department of Environment and Natural Resources
>_ r
Alan W. Klimek, P.E., Director
e Division of Water Quality
Asheville
February 20, 2006
Mr. William G. Stamey, Manager
Town of Canton
Post Office Box 987
Canton, North Carolina 28716
Subject: Permit No. WQ0029840
Town of Canton
2004 Flood Repair
Wastewater Collection System Extension
Haywood County
Dear Mr. Stamey:
In accordance with your application received on February 6, 2006, we are forwarding herewith
Permit No. WQ0029840, dated February 20, 2006, to the Town of Canton for the construction and
operation of the subject wastewater collection system extension. This permit shall be effective from the
date of issuance until rescinded, and shall be subject to the conditions and limitations as specified
therein. This cover letter shall be considered a part of this permit and is therefore incorporated therein
by reference.
Please pay particular attention to Permit Condition 3, which requires that the wastewater
collection facilities be properly operated and maintained in accordance with 15A NCAC 2H .0227 or any
individual system -wide collection system permit issued to the Permittee.
S
Permitting of this project does not constitute an acceptance of any part of the project that does
not meet 15A NCAC 2H .0200; the Division of Water Quality's (Division) Gravity Sewer Minimum
Design Criteria adopted Februay 12, 1996 as applicable; and the Division's Minimum Design Criteria
for the Fast -Track Permitting of Pump Stations and Force Mains adopted June 1, 2000 as applicable,
unless specifically mentioned herein. Division approval is based on acceptance of the certification
provided by the North Carolina -licensed Professional Engineer named in the application. It shall be the
Permittee's responsibility to ensure that the as -constructed project meets the appropriate design criteria
and rules. Failure to comply may result in penalties in accordance with North Carolina General Statute
§143-215.6A through §143-215.6C, construction of additional or replacement wastewater collection
facilities, and/or referral of the North Carolina -licensed Professional Engineer to the licensing board.
In accordance with the provisions of Article 21 of Chapter 143, General Statutes of North
Carolina as amended, and other applicable Laws, Rules, and Regulations, permission is hereby
granted to the Town of Canton for the construction and operation of approximately 844 linear feet of 8-
inch gravity sewers, 893 linear feet of 12-inch gravity sewers and a 210 gpm duplex lift station with
telemetry and a portable generator to replace flood damaged
Asheville Regional Office Internet hftp://h2o.enr.state.nc.us/
2090 US Highway 70, Swannanoa, NC 28778 Telephone [phone] Fax [phone]
DENR Customer Service Center Telephone [phone]
An Equal Opportunity Action Employer 50% recycled/10% post -consumer paper
No thCarolina
Natumllty

Town of Canton
February 20, 2006
Page 2
sewers without the discharge of any additional wastewater into Canton's existing sewerage system,
pursuant to the application received February 6, 2005 and in conformity with 15A NCAC 2H .0200; the
Division's Gravity Sewer Minimum Design Criteria adopted February 12, 1996 as applicable; the
Division's Minimum Design Criteria for the Fast -Track Permitting of Pump Stations and Force Mains
adopted June 1, 2000 as applicable; and other supporting data subsequently filed and approved by the
Department of Environment and Natural Resources and considered a part of this permit.
The sewage and wastewater collected by this system shall be treated in the Blue Ridge Paper
Products Wastewater Treatment Facility (Permit No. NC0000272) prior to being discharged into the
receiving stream.
If any parts, requirements, or limitations contained in this permit are unacceptable, you have the
right to request an adjudicatory hearing upon written request within 30 days following receipt of this
permit. This request must be in the form of a written petition, conforming to Chapter 150B of North
Carolina General Statutes, and filed with the Office of Administrative Hearings, 6714 Mail Service
Center, Raleigh, NC 27699-6714. Unless such demands are made, this permit shall be final and
binding.
4500.
If you need additional information concerning this matter, please contact Mr. Roy Davis at 296-
Sincerely,
for Alan W. Klimek, P.E., Director
Division of Water Quality
cc: Haywood County Building Inspector
WE'f�evilfe_RegionaIeOff i'ce; Surface wjter--Pro toff
R. Marcus Barksdale, PE, McGill Associates
Paul Dickens, Blue Ridge Paper Products
PERCS Files

NORTH CAROLINA
ENVIRONMENTAL MANAGEMENT COMMISSION
DEPARTMENT OF ENVIRONMENT AND NATURAL RESOURCES
TOWN OF CANTON
WASTEWATER COLLECTION SYSTEM EXTENSION PERMIT NUMBER WQ0029840
REPLACEMENT OF FLOOD DAMAGED SEWERS
This permit shall be effective from the date of issuance until rescinded and shall be subject to the
following specified conditions and limitations:
This permit shall become voidable unless the wastewater collection facilities are constructed in
accordance with the conditions of this permit; 15A NCAC 2H .0200; the Division of Water Quality's
(Division) Gravity Sewer Minimum Design Criteria adopted February 12, 1996 as applicable; the
Division's Minimum Design Criteria for the Fast -Track Permitting of Pump Stations and Force
Mains adopted June 1, 2000 as applicable; and other supporting materials unless specifically
mentioned herein.
2. This permit shall be effective only with respect to the nature and volume of wastes described in the
application and other supporting data.
3. The wastewater collection facilities shall be properly maintained and operated at all times. The
Permittee shall maintain compliance with an individual system -wide collection system permit for the
operation and maintenance of these facilities as required by 15A NCAC 2H .0227. If an individual
permit is not required, the following performance criteria shall be met as provided in 15A NCAC 2H
.0227:
a. The sewer system shall be effectively maintained and operated at all times to prevent
discharge to land or surface waters, and any contravention of the groundwater standards in
15A NCAC 2L .0200 or the surface water standards in 15A NCAC 213 .0200.
b. A map of the sewer system shall be developed and shall be actively maintained.
c. An operation and maintenance plan shall be developed and implemented.
d. Pump stations that are not connected to a telemetry system shall be inspected every day (i.e.
365 days per year). Pump stations that are connected to a telemetry system shall be
inspected at least once per week.
e. High -priority sewer lines shall be inspected at least once per every six-month period of time.
A general observation of the entire sewer system shall be conducted at least once per year.
g. Inspection and maintenance records shall be maintained for a period of at least three years.
h. Overflows and bypasses shall be reported to the appropriate Division regional office in
accordance with 15A NCAC 2B .0506(a), and public notice shall be provided as required by
North Carolina General Statute §143-215.1C.

if,
Permit No. WO0029840. Town of Canton. Flood Damaged Sewer Replacement, Haywood County. Feb. 28, 2006
4. This permit shall not be transferable. In the event there is a desire for the wastewater collection
facilities to change ownership, or there is a name change of the Permittee, a formal permit request
shall be submitted to the Division accompanied by documentation from the parties involved, and
other supporting materials as may be appropriate. The approval of this request shall be
considered on its merits and may or may not be approved.
5. Construction of the gravity sewers, pump stations, and force mains shall be scheduled so as not to
interrupt service by the existing utilities nor result in an overflow or bypass discharge of wastewater
to the surface waters of the State.
6. Upon completion of construction and prior to operation of these permitted facilities, a certification, a
copy of the construction record drawings, as well as supporting design calculations for any pump
stations permitted as part of this project shall be received from a North Carolina -licensed
Professional Engineer certifying that the facilities have been installed in accordance with this
permit; 15A NCAC 2H .0200; the Division's Gravity Sewer Design Criteria adopted February 12,
1996 as applicable; the Division's Minimum Design Criteria for the Fast -Track Permitting of Pump
Station and Force Main adopted June 1, 2000 as applicable; and other supporting materials. If this
project is to be completed in phases and partially certified, you shall retain the responsibility to
track further construction approved under the same permit, and shall provide a final certificate of
completion once the entire project has been completed. A copy of the construction record
drawings, indicating the facilities constructed in the phase being certified, shall be submitted with
each partial certification. Mail the Engineer's Certification, one copy of the "Construction Record
Drawings," and one copy of the supporting design calculations to the Non -Discharge Permitting
Unit, 1617 Mail Service Center, Raleigh, NC 27699-1617.
7. A copy of the construction record drawings shall be maintained on file by the Permittee for the life
of the wastewater collection facilities.
8. Failure to abide by the conditions and limitations contained in this permit; 15A NCAC 2H .0200; the
Division's Gravity Sewer Design Criteria adopted February 12, 1996 as applicable; the Division's
Minimum Design Criteria for the Fast -Track Permitting of Pump Station and Force Mains adopted
June 1, 2000 as applicable; and other supporting materials may subject the Permittee to an
enforcement action by the Division, in accordance with North Carolina General Statutes §143-
215.6A through §143-215.6C.
9. In the event that the wastewater collection facilities fail to perform satisfactorily, including the
creation of nuisance conditions, the Permittee shall take immediate corrective action, including
those as may be required by this Division, such as the construction of additional or replacement
facilities.
10. The issuance of this permit shall not exempt the Permittee from complying with any and all
statutes, rules, regulations, or ordinances that may be imposed by other government agencies
(local, state and federal) which have jurisdiction, including but not limited to applicable river buffer
rules in 15A NCAC 2B .0200, erosion and sedimentation control requirements in 15A NCAC Ch. 4
and under the Division's General Permit NCG010000, and any requirements pertaining to wetlands
under 15A NCAC 2B .0200 and 15A NCAC 2H .0500.
11. Noncompliance Notification:
The Permittee shall report by telephone to a water quality. staff member at the Asheville Regional
Office, telephone number [phone], as soon as possible, but in no case more than 24 hours
or on the next working day, following the occurrence or first knowledge of the occurrence of either
of the following:

Permit No. W00029840. Town of Canton. Flood Damaged Sewer Replacement, Haywood County. Feb 28 2006
a. Any process unit failure, due to known or unknown reasons, that renders the facility incapable
of adequate wastewater transport, such as mechanical or electrical failures of pumps, line
blockage or breakage, etc.; or
b. Any failure of a pumping station or sewer line resulting in a by-pass directly to receiving waters
without treatment of all or any portion of the influent to such station or facility.
Voice mail messages or faxed information is permissible but this shall not be considered as the
initial verbal report. Overflows and spills occurring outside normal business hours may also be
reported to the Division of Emergency Management at telephone number [phone] or (9,19)
733-3300. Persons reporting any of the above occurrences shall file a spill report by completing
Part I of Form CS-SSO (or the most current Division approved form), within five days following first
knowledge of the occurrence. This report shall outline the actions taken or proposed to ensure that
the problem does not recur. Per Condition 1(2), Part II of Form CS-SSO (or the most current
Division approved form) can also be completed to show that the SSO was beyond control.
Permit issued this the 20th day of February, 2006
NORTH CAROLINA ENVIRONMENTAL MANAGEMENT COMMISSION
`�� L4 G-
for Alan W. Klimek, P.E., Director
Division of Water Quality
By Authority of the Environmental Management Commission
Permit (dumber WQ0029840

Permit No. W00029840. Town of Canton. Flood Damaged Sewer Replacement, Haywood County, Feb. 28, 2006
ENGINEERING CERTIFICATION — POST CONSTRUCTION
System Description:
844 linear feet of 8-inch gravity sewer, 893 linear feet of 12-inch gravity sewer and 210 gpm duplex
sewage lift station with telemetry and a portable generator.
Complete and submit this form to the Asheville regional office with the following:
• One copy of the project record drawings (plan & profile views of sewer lines) of the wastewater collection
system extension
• supporting design calculations (selected pumps, system curve, operating point, available storage if portable
generator(s) or storage greater than longest past three year outage reliability option selected) for any pump
stations permitted as part of this project
• Changes to the project should be clearly identified on the record drawings or in written summary form. Permit
modifications are required for any changes resulting in non-compliance with this permit, regulations or
minimum design criteria.
This project shall not be considered complete nor allowed to operate until this Engineer's Certification and all
required supporting documentation have been received by the Division. Therefore, it is highly recommended
that this certification be sent in a manner that provides proof of receipt by the Division.
ENGINEERS CERTIFICATION
❑ Partial ❑ Final
, as a duly registered Professional Engineer in the State of North Carolina, having
been authorized to observe (❑ periodically, ❑ weekly, ❑ full time) the construction of the above referenced
project for the Permittee hereby state that, to the best of my abilities, due care and diligence was used in the
observation of the construction such that the construction was observed to be built within substantial compliance
of this permit; 15A NCAC 2H .0200; the Division of Water Quality's (Division) Gravity Sewer Minimum Design
Criteria adopted February 12, 1996 as applicable; the Division's Minimum Design Criteria for the Fast -Track
Permitting of Pump Stations and Force Mains adopted June 1, 2000 as applicable; and other supporting
materials.
North Carolina Professional Engineer's
seal, signature, and date:
SEND THIS FORM & SUPPORTING DOCUMENTATION
WITH REQUIRED ATTACHMENTS TO THE FOLLOWING ADDRESS
ROGER C. EDWARDS
SURFACE WATER PROTECTION SUPERVISOR
ASHEVILLE REGIONAL OFFICE
2090 US HIGHWAY 70
SWANNANOA, NC 28778
The Permittee is responsible for tracking all partial certifications up until a final certification is received. Any wastewater flow
made tributary to the wastewater collection system extension prior to completion of this Engineer's Certification shall be
considered a violation of the permit and shall subject the Permittee to appropriate enforcement actions.

FAST -TRACK APPLICATION for GRAVITY
saS, P MP TATI , AJVD FOR!r ;` 4-; _ Imp
INSTRUCTIONS: I
checking the space
being returned as it
Department of Environment and Natural Resources
Division of Water Quality
FAST -TRACK APPLICATION
EWERS, PUMP STATIONS, AND FORCE MAINS
(Pressure sewers systems are not to be included as part of this application package)
following list of required application package items by
to submit all required items will lead to your application
�e as an original.
® I. Application Form - Submit one original and one copy of the completed and appropriately executed application
form. Any changes to this form will result in the application being returned. The Division of Water Quality
(Division) will only accept application packages that have been fully completed with all applicable items
addressed. You do not need to submit detailed plans and specifications unless you respond NO to Item 13(12).
Ell. Application Fee - Submit a check in the amount of $400 made payable to: North Carolina Department of
Environment and Natural Resources (NCDENR). Checks shall be dated within 90 days of application submittal.
❑ Ill. Certificates of Public Convenience and Necessity — If the application is being submitted in the name of a
privately -owned public utility, submit two copies of the Certificate of Public Convenience and Necessity (CPCN)
which demonstrates that the public utility is authorized to hold the utility franchise for the area to be served by the
sewer extension. If a CPCN has not been issued, provide two copies of a letter from the North Carolina Utilities
Commission's Public Staff that states that an application for a franchise has been received, that the service area
is contiguous to an existing franchised area, and/or that franchise approval is expected. The project name in the
CPCN or letter must match that provided in Item A(2a) of this application.
❑ IV. Operational Agreements — Submit one original and two copies of a properly executed operational agreement if
the sewer extension is permitted by a private applicant and will be serving residential or commercial lots (e.g.,
houses, condominiums, townhomes, outparcels, etc.) that will be sold to another entity. If the applicant is a
homeowners' association, use Form HOA 02/03. If the applicant is a developer, use Form DEV 02/03. EVEN IF
THE PROJECT WILL BE TURNED OVER TO A MUNICIPALITY, FORM DEV 02/03 IS REQUIRED.
❑ V. Flow Acceptance Letters — If the owner of the downstream sewers and/or WWTF is different from the applicant,
submit two copies of a flow acceptance letter from the owner of the downstream sewers and WWTF, if different..
Flow acceptance letters must contain the following minimum information: applicant and project name, amount of
flow accepted, and name and permit number of the receiving sewers/WWTF. The flow acceptance must not
expire prior to permit issuance and must be dated less than a year prior to the application date.
Intergovernmental agreements or other contracts will not be accepted in lieu of a project -specific flow acceptance
letter.
® VI. Map — Submit an 8.5-inch by 11-inch COLOR copy of the portion of a 7.5-minute USGS Topographic Map along
with this form. The map should identify the entire project area location as well as the closest downslope surface
waters as clearly as possible. Each map portion must be labeled with the map name and number, the identified
location of the sewer line and pump stations, and be of clear and reproducible quality. For instance, if the project
involves 4 miles of interceptor sewer that traverses over or near several different waterbodies (or counties,
basins, etc.), the map should have location ID's shown for each different waterbody (where the sewer line is within
100 feet of such waterbody - see Instruction VII). This location ID is self chosen and used to cross reference the
location in Section C of the permit application.
® VII. Stream Classifications — Section C
• If any portion of the project is within 100 feet of any down slope surface water, Section C must be completed
for the pertinent sections.
• If the entire project area is a minimum of 100 feet away from any down slope surface waters BUT there is a
pump station involved.where a history of power outage is to be used to provide adequate design storage
instead of dual feed or permanent or portable generator, Section C must be completed to demonstrate that
the closest down slope surface water is Class C (see 15A NCAC 2H .0219(h)(3)(D)).
• Use the guidance document entitled, "Determining Watershed Classifications for Form FTA 02/03 (Fast -Track
Sewer Systems)" available from http://h2o.enr.state.nc.us/peres or by contacting the appropriate regional
office.
FTA 02/03 - Rev. 3 04/05

FAST -TRACK APPLICATION for GRAVITY SEWERS, PUMP STATIONS, AND FORCE MAINS PAGE 2
0 VIII. Environmental Assessments — If this project is subject to an Environmental Assessment (EA) [15A NCAC
01C], this application can not be used. Send the project application on Form PSFMGSA 10/99 to the PERCS
Unit, 1617 Mail Service Center, Raleigh, NC 27699-1617. Applications can not be accepted until a Finding of No
Significant Impact (FONSI) or Environmental Impact Statement (EIS) has been issued. A copy is to be submitted
with that permit application.
® IX. Certifications — Section D
The application must be certified by both the applicant and a North Carolina Registered Professional Engineer
(PE). The applicant signature must match the signing official listed in Item A(1 b). The PE should NOT certify the
application if he/she is unfamiliar with 15A NCAC 2H .0200, the Gravity Sewer Minimum Design Criteria (most
recent version) and the Minimum Design Criteria for the Fast -Track Permitting of Pump Stations and Force Mains
(most recent version), as applicable to the project. Certification by a PE who is unfamiliar with these documents
is subject to NC Board referral.
® X. Downstream Sewer & Wastewater Treatment Plant Capacity
The applicant has assured downstream pipe, pump station and treatment plant capacity. The addition of new
sources of wastewater from this project has been evaluated along the route to the receiving treatment plant. The
flow from this project will not cause capacity related sanitary sewer overflows or overburden any downstream
pump station en route to the receiving wastewater treatment plant. If the applicant, is not the owner of the
downstream sewer or receiving treatment plant, submittal of flow acceptance letter(s) indicates that owner has
adequate capacity and will not violate G.S. 143-215.67(a).
THE COMPLETED FTA 02103 APPLICATION PACKAGE, INCLUDING ALL SUPPORTING DOCUMENTS AND $400
FEE, SHOULD BE SENT TO THE APPROPRIATE REGIONAL OFFICE
REGIONAL OFFICE
ADDRESS
COUNTIES SERVED
Asheville Regional Office
2090 US Highway 70
Avery, Buncombe, Burke, Caldwell,
Swannanoa, North Carolina 28778
Cherokee, Clay, Graham, Haywood,
[phone]
Henderson, Jackson, Macon, Madison,
[phone] Fax
McDowell, Mitchell, Polk, Rutherford,
Swain, Transylvania, Yancey
Fayetteville Regional Office
225 Green Street Suite 714
Anson, Bladen, Cumberland, Harnett,
Fayetteville, North Carolina 28301
Hoke, Montgomery, Moore, Robeson,
[phone]
Richmond, Sampson, Scotland
[phone] Fax
Mooresville Regional Office
610 E. Center Avenue, Suite 301
Alexander, Cabarrus, Catawba,
Mooresville, North Carolina 28115
Cleveland, Gaston, Iredell, Lincoln,
[phone]
Mecklenburg, Rowan, Stanly, Union
[phone] Fax
Raleigh Regional Office
1628 Mail Service Center
Chatham, Durham, Edgecombe, Franklin,
Raleigh, North Carolina 27699-1628
Granville, Halifax, Johnston, Lee, Nash,
.[phone]
Northampton, Orange, Person, Vance,
919 571-4718 Fax
Wake, Warren, Wilson
Washington Regional Office
943 Washington Square Mall
Beaufort, Bertie, Camden, Chowan,
Washington, North Carolina 27889
Craven, Currituck, Dare, Gates, Greene,
[phone]
Hertford, Hyde, Jones, Lenoir, Martin,
[phone] Fax
Pamlico, Pasquotank, Perquimans, Pitt,
Tyrrell, Washington, Wayne
Wilmington Regional Office
127 Cardinal Drive Extension
Brunswick, Carteret, Columbus, Duplin,
Wilmington, North Carolina 28405
New Hanover, Onslow, Pender
[phone]
[phone] Fak
Winston-Salem Regional Office
585 Waughtown Street
Alamance, Alleghany, Ashe, Caswell,
Winston-Salem, North Carolina 27107
Davidson, Davie, Forsyth, Guilford,
[phone]
Rockingham, Randolph, Stokes, Surry,
[phone] Fax
Watauga, Wilkes, Yadkin
Formore information, visit our web site at. http://h2o.enr.state.nc.us/peres/
FTA 02/03 - Rev. 3 04/05

FAST -TRACK APPLICATION for GRAVITY SEWERS, PUMP STATIONS, AND FORCE MAINS PAGE 3
USE THE TAB KEY TO MOVE FROM FIELD TO FIELD! Application Number:
'
(to be completed by DWQ)/
1.
Owner:
1 a.
Town of Canton _ — —
Full Legal Name (company, municipality, HOA, utility, etc.)
Z
0
11 b.
_ _ William G. Stamey, Town Manager
...........................................................................
Signing Official Name and Title (Please review 15A NCAC 2H .0206(b) for authorized signing officials!)
...........
1 c.
The legal entity who will own this system is:
—❑ Individual_❑ Federal ®Municipality 0 State/County_0 Private Partnership ❑ Corporation ❑ Other (specify)_
®
1 d.
P. O. Box 987 1 e. Canton
LL
Z
Mailing Address City
............................. .............................. .................................... ........................................................................................ e.......................................................... ............... .................................... ........................... .................... ................. ............................ ................... ........... _..3
1f.
North Carolina 1g. 28716
Zi
State Zip Code
®
............. ....
..............._............................................... ................_........ ........................... .........................................................._........................................................................................... .......................................................................... ................................. .......................................................................................................... .......... _....... ...........
IH
I h.
828-648-2363 828-646-3419 1j. [e-mail]
;
Tele Phone Facsimile E-mail I
2.
Project (Facility) Information: ......_................................ _._........ ................ ............. ...... ................ ... ........... _......__........,
J
2a.
2004 Flood Repairs - Miscellaneous Infrastructure 2b. Haywood
d
Brief Project Name (permit will refer to this name) County Where Project is Located
3
Contact Person:
R. Marcus Barksdale, P. E.
Name and Affiliation of Someone Who Can Answer Questions About this Application
....... .... ...................
3b.
..._......_...._... ......... ......._.................... ......_.._.......... _...... ......_.._.._...__......._....._.............. ......._............ ......._....._..................... ................... ....................... ................................... ................ ....__........_._.........._............ ......_..__...................................................................................... ......._._............................... ..�
828-252-0575 3c. [e-mail]
Phone Number E-mail
11.
.._._.._....... .............. ---.._. — - - - - ..._..--............. _.....__. ...............
Project is ® New ❑ Modification (of an existing permit) If Modification, Permit No.:
.... -.....
For
_...... _._.......... -....._...._......................... --..._....__._ _.._._ __._._.._._.... ----... _.................... _...--.........----..... _............
modifications, attach a separate sheet clearly explaining the reason for the modification (i.e. adding another
phase,
changing line size/length, etc.). Only include the modified information in this permit application - do not
duplicate project information in B(7) and B(10-11) that has already been included in the original permit. j
2.
Owner is ® Public (skip to Item B(3)) ❑ Private (go to Item 2(a))
--
2a.
......_.—.._—......_.—......__...__.._.............._..._....._._.._................_...._....................... _............................. _...... _._..-...__..__.......... . ............... ......_...------._....._..-... .......... -..... _........ ...... ...... ............... __........ ..... —-...._.—_....._..
If private, applicant will be: 2b. If sold, facilities owned by a (must choose one
❑ Retaining Ownership (i.e. store, church, single office, etc.) or:❑ Public Utility (Instruction 111)
Z
❑Leasing units (lots, townhomes, etc. -skip to Item 8(3)) ❑ Homeowner Assoc./Developer (Instruction IV)
0
''.,
❑ Selling units (lots, townhomes, etc. - go to Item B(2b))
H
......_..................................._........_....................._..........................._._._........._......
3.
.......... __....... ........... ......... ................. ._........_._.....__......._._..__._•_•__._.......__....._.........._.._......._......._...__••_--.... ....... ...__................ _.....__........... _......_....-....... _......................... _._.................... ..........._................_......... _.... ...5
Blue Ridge Paper, Inc.
---.........._..._....._......__.._............_.__...
Owner of Wastewater Treatment Facility (WWTF) Treating Wastewater From This Project
--
----..._..---- --- .. _. ...... _....
4a.
Blue Ridge Paper WWTF 4b. NC0000272
0
....----..._....._.._._....__....---._._
Name of WWTF WWTF Permit No. ..._.._....... _................. .__........ ....................._......................... _........... ...
........... .... _..... _........... _...__._...._.__...._...... _..................... _._..------ ----- --..._._..._.._............... _............................................ .........................._........_..._..._........................................_........ .............
LL
5a.
Town of Canton 5b. 12 ®Gravity5c. unknown
Z
Owner of Downstream Sewer Receiving Sewer Size ❑ Force Main Permit Number of Downstream Sewer (if known)
F-
6.
The origin of this wastewater is (check all that apply): —
® Residential Subdivision ® Car Wash
® Apartments/Condominiums I ❑ Institution 100 % Domestic/Commercial
LU
❑ Mobile Home Park ( ❑ Hospital I
a
® School ® Church
❑ Restaurant I ❑ Nursing Home M _ __0 %._Other (specify): j
❑ Office ® Other (specify): Gas Station / Sto'fe - -
._..._..............
7.
__....... _....... _. _ _ ............ _...
Volume of wastewater to be allocated for this particular project: 0 gallons per,day
*Do not include previously permitted allocations
!J Li FED — 6 2006
8.
If the permitted flow is zero, indicate why: i s
❑ Interceptor Line - Flow will be permitted in subsequent permits that connect to this line
® Flow has already been allocated in Permit No. NC0000272
® Rehabilitation or replacement of existing sewer with no new flow expected LE�,_ ; , ,L
-- ----
FTA 02/03- --Rev. 3 04/05

FAST -TRACK APPLICATION for GRAVITY SEWERS, PUMP STATIONS, AND FORCE MAINS PAGE 4
9. Provide the wastewater flow calculations used in determining the permitted flow in accordance with 15A NCAC 2H
.0219(I) for Item B(7) or the design flow for line or pump station sizing if zero flow in the space below."Values other than
that in 15A NCAC 2H .0219(I)(1-2) must be supported with actual water or wastewater use data in accordance with 15A
NCAC 21-1.0219(I)(3).
............... ....................................................... ............................................. ..... _.................. _.......... _................... _............................. .......... __.................. _.................................. _.... __.................. _........ __....... _......... _............................... _............................. .................. _........ ...... _................................................................... ......................... ..
See attached calculations.
10. Summary of Sewer Lines to be Permitted (attach additional sheets if necessary)
Size (inches) __....Length (feet) Gravity or Force Main
(use the pull down menu) -
! 6 30 Gravity
(
.............. .... ........ ............. ............................. .... .... .....:.. ........ ......... ................., .. ..... ...q... ............. ......, .. ............. „ ... ................
Ii 8 814 Gravity
12 893 Gravity
8 368 Force Main
W
_.................... ................. ............ ............. .......... ......................................................... ...................................................................................................... ........_................................................
i
1--
0
..... . ...._..... .,.................... .. .......
ENTER TOTAL LINE LENGTH IN MILES; 0.33
__......................................_.....__._.._..._.._........... .__._...__....._:__......_........._....__._..-.__..................._._.:.._...__...._.._...................... ....................... -........ _......._r_............ _........... ....._.._................... -................ .._................. _._....... _............... _...........................
Vl11.
yi
Summary of Pump Stations to be Permitted (attach additional sheets as necessary) Change pump operational point
0
l.... _........ _................... _... ..._..................... _....... _.............................. _....... _......... ................................. .......................... ........................................................ ......._........._............. .....
Location ID Power Reliability Option
(self chosen - as shown on. Design Flow; Operational Point (1- dual line feed; 2- permanent generator WATS; 3-
plans for cross-reference) (MGD) GPM @ TDH —portable generator w/telemetry; 4-wet well storage)
Q
I
__......._...._...._..__..._.__.;3Lift Station #4.(Pi St.)0.108 210 21.5
..__.e.................._....._.._..............................._................................................._......._..................._........__... ...... .............. .__.................
1
W
Z...........
.......................... ..................... ................................................................ ........................_......... ................................ ................... ..
12. Does the sewer system comply with the Minimum Design Criteria for the Fast Track Permitting of Pump Stations and Force
Mains (latest version), the Gravity Sewer Minimum Design Criteria (latest version) and 15A NCAC 2H .0200 as applicable?
W
® Yes ❑ No If no, please reference the pertinent minimum design criteria or regulation and indicate why a
0
variance is requested. SUBMIT TWO COPIES OF PLANS, SPECIFICATIONS OR CALCULATIONS
PERTINENT TO THE VARIANCE WITH YOUR APPLICATION
m
-- -- -- ----- - --- ............
— -- ---- — - — — ..__.........
j13. Have the following permits/certifications been submitted for approval?
Wetland/Stream Crossings - General Permit or 401 Certification? ® Yes ❑ No ❑ N/A
Sedimentation and Erosion Control Plan? ® Yes ❑ No ❑ N/A
Stormwater? ❑ Yes ❑ No ® N/A
14. Does this project involve aerial lines or siphons? Check if yes: ❑
These..lines will..be_considered hiah..orioritv..and..must.be. checked_o.nce..eve.ry six months..._..._._............................... _:................. _. _ ................... ...... ..... ...... ... _.... _............ .. ....................... ...........
15. Does this project have gravity sewer lines designed at minimum slopes?
Be aware that the Division will not accept installed lines more than 10% flatter than the minimum slope. Lines installed outside this tolerance should be
.......... ........
.corrected prior to submitting the final engineering certification..
...»--..._........... ..... _......... _.._...... _.... -..-._..__... — --.. ----..._......------- ..._...__..-- -- -._._..._—._-...................... _—.—.._..._...._— ...... __....... _.._— ......... .- - --- - -
FTA 02/03 - Rev. 3 04/05

FAST -TRACK APPLICATION for GRAVITY SEWERS, PUMP STATIONS, AND FORCE MAINS PAGE 5
1. Use the Division's guidance document entitled, "DETERMINING STREAM CLASSIFICATIONS FOR FORM FTA 02/03
(FAST -TRACK SEWER SYSTEMS)" to collect and record the stream classification data below (attach additional sheets as
necessary). This document is available from our web site or by contacting the appropriate Division of Water Quality
regional office (see instructions for addresses) OR indicate the . . . following:
. _...................................................................._.................................................................................._....---........................................................................................................................__...... _............. _................. .............................. ...........
❑ A Stream Classification is not needed because all parts of the project are at least 100 feet away from any down slope
waterbody; AND,
❑ A Stream Classification is not needed because the design does not depend on wet well storage as a power reliability
option for any pump station near a Class C down slope waterbody.
Location ID on Map
(self chosen - as shown on Name of
map for cross-reference) Waterbody
Sewer Reroute Locations ' Pigeon River
Waterbody Stream i Waterbody
River Basin 1 Index Classification
Haywood French Broad 5-(7) ! C
Submit the 8.5" x 11" COLOR topographic map as required in Instruction VI
regardless of whether a classification is provided!
Applicant's Certification:
1, William G. Stamev. attest that this application for 2004 Flood Repairs — Miscellaneous Infrastructure has been
reviewed by me and is accurate and -complete to the best of my knowledge. I understand that if all required parts of this
application are not completed and that if all required supporting documentation and attachments are not included, this
application package is subject to being returned as incomplete. Note: In accordance with North Carolina General
Statutes 143-215.6A and 143-215.6B, any person who knowingly makes any false statement, representation, or
certification in any application shall be guilty of a Class 2 misdemeanor which may include a fine not to exceed $10, 000
as well as civil penalties u� to $25, 000 per violation.
..... .... .... ................... .. ....._ .........
ztz
Signing Official Signature Date
-...._._...................................__..............................._.._._....._._..._........................_........_........_._..._._._._....._........_.................................._..._........_...
....
....
.........
...
....
.. ...
......
._........
......
.._.._._......__......................
.........
.................................._..................................................._.........................
..........
......_...
2. Professional Engineer's Certification:
Z I attest that this application for Town of Canton. 2004 Flood Repairs — Miscellaneous Infrastructure has been reviewed by
O me and is accurate, complete and consistent with the information in the engineering plans, calculations, and all other
Q supporting documentation to the best of my knowledge. 1 further attest that to the best of my knowledge the proposed
design has been prepared in accordance with the applicable regulations, Gravity Sewer Minimum Design Criteria for
0 Gravity Sewers adopted February 12, 1996, and the Minimum Design Criteria for the Fast -Track Permitting of Pump
LL Stations and Force Mains adopted June 1, 2000 and the watershed classification in accordance with Division guidance.
Although certain portions of this submittal package may have been developed by other professionals, inclusion of these
materials under my signature and seal signifies that 1 have reviewed this material and have judged it to be consistent with
LU the proposed design. Note: In accordance with NC General Statutes 143-215.6A and 143-215.6B, any person who
(� i knowingly makes any false statement, representation, or certification in any application shall be guilty of a Class 2
i misdemeanor which may include a fine not to exceed $10,000 as well as civil penalties up to $25 000 per violation
R. Marcus Barksdale, P. E
Professional Engineer Name
McGill Associates, P. A.
Engineering Firm
55 Broad Street
Mailing Address
Asheville
City
................................. . .
828-252-0575
Telephone
NC 2f. 28801
State Zip
828-252-2518 2i. marcu:
Facsimile E-mail
.%CAROZ''�.
... fy
? QpFEs
S10p -!
'ace" SEAL
/02as
m
01 It
s,
FTA 02/03 - Rev. 3 04/05

TopoZone - The Web'S Topographic Map Page 1 of 1
w L•� a SEWER REROUTE LOCATIONS
■ti' •■•■- �';■ ■ e■ a ■•■ .. ■. tip:•: ■.■ 1
f• ■.. •ritt AL■
n...
RELOCATE 12-INCH GRAVITY ' • 4 • '
SEWER AWAY FROM RIVER ti • ' = :,■'-' • ■ '•.
1 ■ ■• ••
ABANDON 8-INCH '
t' .� • GRAVITY SEWER ; . s•
■..• 'r 'r •' REPLACE 8-INCH GRAVITY
r • v SEWER AT NEW SLOPE
■ '.t; i r dr.
RELOCATE 8—INCH FORCE �. ■' ■' e' ■~ • • ■
MAIN TO BRIDGE _ ■ "'~
Y— REPLACE PUMPS AT LIFT STATION
0 0.07 0A4 0.21 0.28 0.35 km
0 0.04 0.08 0.12 0.16 0.2 mi
Map center is UTM 17 333120E 3933064N (WGS84/NAD83)
Canton quadrangle M=-5.669
Projection is UTM Zone 17 NAD83 Datum G=-1.07
http://www.topozone.com/print. asp?z=17&n=3933064.00002871&e--333119.999989393&s=9.84... 1/24/2006

NC DENR - DIVISON OF WATER QUALITY
.0304 FRENCH BROAD RIVER BASIN
2B .0300
Classification
Name of Stream Description Class Date Index No.
Dina Branch
From source to
North Prong
WS-III;Tr,HQW
08/03/92
5-3-5-2-1
Shining Creek
Dry Branch
From source to
East Fork
WS-III;Tr,HQW
08/03/92
5-3-6
Pigeon River
East Fork Pigeon River
From a point 0.5
miles
WS-III;Tr
08/03/92
5-3-(6.5)
upstream of Bee Branch to
Pigeon River
Bee Branch
From source to
East Fork
WS-III;Tr
08/03/92
5-3-7
Pigeon River
Ugly Creek
From source to
East Fork
WS-III;Tr
08/03/92
5-3-8
Pigeon River
Crawford Creek
From source to
East Fork
WS-III;Tr
08/03/92
5-3-9
Pigeon River
Hungry Creek
From source to
East Fork
WS-III;Tr
08/03/92
5-3-10
Pigeon River
Pisgah Creek
From source to
East Fork
WS-III;Tr
08/03/92
5-3-11
Pigeon River
Reed Creek
From source to
Pisgah Creek
WS-III;Tr
08/03/92
5-3-11-1
Chinquapin Creek
From source to
Pisgah Creek
WS-III;Tr
08/03/92
5-3-11-2
Cold Creek
From source to
East Fork
WS-III;Tr
08/03/92
5-3-12
Pigeon River
Long Branch
From source to
East Fork
WS-III;Tr
08/03/92
5-3-13
Pigeon River
Harley Branch
From source to
East Fork
WS-III
08/03/92
5-3-14
Pigeon River
Burnett Creek
From source to
East Fork
WS-III;Tr
08/03/92
5-3-15
Pigeon River
Anderson Creek
From source to
Burnett Creek
WS-III;Tr
08/03/92
5-3-15-1
Henderson Branch
From source to
Burnett Creek
WS-III
08/03/92
5-3-15-2
Lenoir Creek
From source to
East Fork
WS-III;Tr
08/03/92
5-3-16
Pigeon River
Dix Creek
From source to
East Fork
WS-III;Tr
08/03/92
5-3-17
Pigeon River
Smoky Cove Branch
From source to
Dix Creek
WS-III
08/03/92
5-3-17-1
Poison Cove Branch
From source to
Pigeon River
WS-III
08/03/92
5-4
Stamey Cove Branch
From source to
Pigeon River
WS-III
08/03/92
5-5
Garden Creek
From source to
Pigeon River
WS-III
08/03/92
5-6
Henson Cove Branch
From source to
Garden Creek
WS-III
08/03/92
5-6-1
Coffee Branch
From source to
Garden Creek
WS-III
08/03/92
5-6-2
PIGEON RIVER
From Garden Creek to
WS-III;Tr,CA
08/03/92
5-(6.5)
Canton Water Intake
PIGEON RIVER (Waterville
From Canton Water Supply
C
09/01/74
5-(7)
Lake below elevation 2258)
Intake to North
Carolina -Tennessee State
Line
Beaverdam Creek
From source to
Pigeon River
C
07/01/73
5-8
Long Branch
From source to
Beaverdam
B
04/01/58
5-8-1
Creek
3

WASTEWATER LIFT STATION #4
SIZE LIFT STATION PUMPS
Estimate Daily Wastewater Flow
Existing Residential
Single Family Residences
Multi -Family Residences
Existing Business
Gas Station/Convenience Store
Car Wash
Existing Institutional
Pisgah High School
Student
Teacher
Other Staff
Meadowbrook Elementary School
Student
Teacher
Other Staff
Potential Future Residential
Single Family Residence
Unit
Total
Daily
Total
Number
Unit
Quantity
Units
Discharge
Unit
Discharge
Unit
198
SFR
1
198
325
gal/residence
64350
gal/day
13
MFR
4
52
325
gal/residence
16900
gal/day
4
Toilet
1
4
250
gal/toilet
1000
gal/day
50
Wash
1
50
40
gal/wash
2000
gal/day
971
Student
1
971
15
gal/student
14565
gal/day
84
Employee
1
84
25
gal/employee
2100
gal/day
30
Employee
1
30
25
gal/employee
750
gal/day
332
Student
1
332
15
gal/student
4980
gal/day
23
Employee
1
23
25
gal/employee
575
gal/day
10
Employee
1
10
25
gal/employee
250
gal/day
Current
Average Wastewater Flow
107470
gal/day
40
SFR
1
40
325
gal/residence
13000
gal/day
Estimated Future Wastewater Flow
120470
gal/day
on existing
sewer system
Page 1 of 1

WASTEWATER LIFT STATION #4
SIZE LIFT STATION PUMPS
Estimate Cycle Time
Design Conditions
Cycle Volume
Cycle Rate (Rc)
Cycle Time (Tc)
Design Flow (Qd)
Peak Factor (PF)
Peak Design Flow (Qpd)
Number of Pumps (#p)
Pump Flow Rate (Qpump)
Pump Total Flow (Qpumptot)
Cycle Volume (Vc)
Cycle Depth
Wet Well Inside Diameter (WWid)
Wet Well Inside Unit Volume (WWuv)
Cycle Depth (Dc)
Check Initial Conditions
Cycle Time
Initial Flow (Qi)
Number of Pumps (#p)
Pump Flow Rate (Qpump)
Pump Total Flow (Qpumptot)
Cycle Volume (Vc)
Cycle Time (Tc)
Cycle Rate (Rc)
Minimum Rc (Rcmin)
Maximum Rc (Rcmax)
Is cvcle rate acceptable?
Qf
use
use
use
K7
use
120,470 gpd [from wastewater flow calculations]
6.85
cycles/hr
8.8
min
[1 cycle / Rc x 60 min/hr]
83.7
gpm
[Qf / 24 hr/day / 60 min/hr]
2.5
per 15A NCAC 02H .0219 (h) (2)
209.1
gpm
[Qd x PF]
1
pump
210.0
gpm
slightly > or = Qpd
210.0
gpm
[#p x Qpump] (must be > or = Qp}
441
gal
[((Qd / Qpumptot) x (Qpumptot - Qd)) x Tc]
= 58.9
CF
[Vc gal / 7.48 gal/CF]
5.0
ft
measured
19.6
CF/ft
[pi / 4 x WWidA2]
3.00
ft
[Vc / WWuv]
= 107,470 gpd [from wastewater flow calculations]
74.6
gpm
[Qe / 24 hr/day / 60 min/hr]
1
[from above]
210.0
gpm
[from above]
210.0
gpm
[#p x Qpump]
441
gal
[from above]
9.2
min
[(Vc x Qpumptot) / (Qi x (Qpumptot-Qi))]
6.551
cycles/hr
[1 cycle x 60 min/hr / Tc)
2
cycles/hr
per 15A NCAC 021-1.0219 (h) (2)
8
cycles/hr
per 15A NCAC 02H .0219 (h) (2)
YES
[Rcmin <= Rc <= Rcmax]
Page 1 of 2

WASTEWATER LIFT STATION #4
SIZE LIFT STATION PUMPS
Estimate Cycle Time
Check Maximum Conditions
Qff = 279,500
Cycle Time
Max Flow (Qm)
194.1
Number of Pumps (#p)
use 1
Pump Flow Rate (Qpump)
210.0
Pump Total Flow (Qpumptot)
210.0
Cycle Volume (Vc)
441
Cycle Time (Tc)
30.0
Cycle Rate (Rc)
2.00
Minimum Rc (Rcmin)
2
Maximum Rc (Rcmax)
8
Is cycle rate acceptable?
YES
M.
gpm
[Qff / 24 hr/day / 60 min/hr]
[from above]
gpm
[from above]
gpm
[#p x Qpump]
gal
[from above]
min
[(Vc x Qpumptot) / (Qm x (Qpumptot-Qm))]
cycles/hr
[1 cycle x 60 min/hr / Tc)
cycles/hr
per 15A NCAC 02H .0219 (h) (2)
cycles/hr
per 15A NCAC 02H .0219 (h) (2)
[Rcmin <= Rc <= Rcmax]
Page 2 of 2

WASTEWATER LIFT STATION #4
SIZE LIFT STATION PUMPS
Estimate Total Dynamic Head Loss
Static Head Loss
Minimum WW Pipe Invert (Pi)
use
2586.00
ft
estimated from survey at adjacent manhole
Depth to Lead Pump On (Dlead)
use
0.00
ft
Depth to Pump Off (Doff)
use Dc
3.00
ft
[from Cycle Time calculations]
Depth to Wet Well Invert (Di)
use
2.50
ft
Wet Well Invert (WWi)
2580.50
ft
[Pi-Dlead-Doff-Di]
High Ground Elevation at N. side of Bridge (He)
use
2603.00
ft
[from site topo survey]
Depth to Pipe Centerline (Dpi)
1.50
ft
[from bridge cross section measurements]
Static Head Loss (Hs)
21.00
ft
[He - WWi]
Friction Head Loss
Pump Total Flow (Qpumptot)
210.0
gpm
[from Cycle Time calculations]
Force Main Length (Lfm)
380
ft
= 705 ft total - 325 ft by gravity
Fittings (Lf)
add
5%
Equivalent Length (Le)
399
ft
[Lfm + (Lfm x Lf)]
Base C Value
100
used to develop tables in Cameron Hydraulic Data
Force Main material
use
DI
Force Main C Value
use
120
Correction Factor (CF)
0.71
per Cameron Hydraulic Data
Force Main Nominal Diameter
use
8
in
based on pump performance curves
Unit Head Loss (UHL)
200
gpm 0.152
ft/100ft
per Cameron Hydraulic Data, Cast Iron pipe
220
gpm 0.181
ft/100ft
per Cameron Hydraulic Data, Cast Iron pipe
use
0.167
ft/100ft
[proportional interpolation]
Friction Head Loss (Hf)
0.47
ft
[Le x CF x UHL / 100 ft]
Total Dynamic Head (TDH)
21.47
ft
[Hs + Hf]
Page 1 of 1

IMMcGM
A S S O C I A T E S
February 1, 2006
Mr. Roger Edwards
Asheville Regional Office
Division of Water Quality
North Carolina Department of Environment
And Natural Resources
2090 U.S. Higway 70
Swannanoa, North Carolina 28778
Re: Fast -Track Permit Application
2004 Flood Repairs
Miscellaneous Infrastructure Project
Town of Canton
Dear Mr. Edwards:
Please find enclosed one original and one copy of a completed and executed Fast -Track
application for the above referenced project. Also included are an annotated section of the
applicable topographic map, documentation of the stream classification, engineering
calculations and a check in the amount of $400 for the application fee.
The overall project involves repairs to miscellaneous water, wastewater, storm water,
roads, recreation and other infrastructure in the Town of Canton that. were damaged during the
twin floods of September 2004. Specific to this Fast Track application, two sections of gravity
sewer will be rerouted in order to abandon damaged gravity sewers located along the banks of
the Pigeon River, a section of force main exposed across the river bottom will be rerouted to an
adjacent bridge and the associated lift station pumps will be replaced to accommodate the
change in head conditions and flows from the reroutes.
Please do not hesitate to call me if you have any questions or need additional
information.
Sincerely,
McGILL ASSOCIATES, P.A.
R. MARCUS
Enclosures
cc: William G. Stamey, Town of Canton
Mike Waresak, McGill Associates
04529/combined infrastructure/letters/re01feb06. doe
F E B- 6
2006
WATER QUALIT`, E SCTION
ASHES ILI_C Rr_G!' f`I,'.L OFFICE
Engineering • Planning • Finance
McGill Associates, P.A. • P.O. Box 2259, Asheville, NC 28802 • 55 Broad Street, Asheville, NC 28801
828-252-0575 • FAX [phone]

i
FAST -TRACK APPLICATIO
Project Name
(e r(I
Application received Date 0W O 6 6
Application Returned Date
Application to County Person D-
All fast -track projects should be submitted on the
Gravity Sewers, Pump Stations, and Force Mains'
directed by the NDPU. Any pump station/force m
Assessment (EA) are excluded from the Fast-Tra(
full review to the Central Office (NDPU) on FORM!
involving a flow reduction request must receive a
office.
PRE -REVIEW
! f., a
J��P�J
�6.;-
5
Does the application package appear to be c v L
questions answered)? If any portion of the E
instruction items have been omitted, RETUF C
documents to the applicant using the Project
letter via certified mail to the applicant, and
Any projects that are to be returned shall be
before logging in the application and deposit —
any information that is found to be incorrect
Inf rtnation Request in accordance with 15A �����
Ensure that a check for $400 is submitted and made out to NCDENR. All new projects and major
modifications to existing projects require an application fee. A major modification includes any
changes to permitted flow volumes, changes in pipe diameter, changes in pipe length greater that
10% of the originally permitted length, changes in the operating points of a pump station, etc.
r
SECTION A — Application Information
I plicant is private (Item B(2)) and listed as a corporation, check the NC Department of the
Secretar State's web site at http://www.secretary.state.nc.us/Corporations/ to ensure that the
Applicant is re red with the Secretary of State to conduct business as a corporation in the
State of NC. Develo r_'s and HOA's should be listed.
v Ensure that the signing official meets the requirements of 15A NCAC 2H .0206(b). If they do not,
request a revised application that has been completed by an appropriate official or a letter from
an appropriate official that indicates the person in question is delegated to sign the application on
the applicant's behalf. A current list of Delegated Signing Officials can be obtained from the
DWQ Intranet. If a new delegated signing official letter is presented with the application, forward
a copy to the central office so that the person may be added to the Delegated Signing Official list.
The central office will send E-mails to the appropriate region if a new signing official has been
added so that the most current list can be used. The Non -Discharge Permitting Unit has an
example delegated signing official letter from
http://h2o.enr.state.nc.us/ndpu/spraypol.html#DELEG.
SECTION B — Permit Information
FAST -TRACK Application Review Procedures 2003

y� Project is new? Modification? If the project is a modification to an existing permit, be sure to
enter the application into BIMS as a permit modification (i.e. "renew/modify application" and not
,"create new project") .
Applicant a public entity (e.g. county, town, sanitary district)?
ApphQant a private entity?
Own (i.e. lease) units, lots, parcels, etc?
II units, lots, parcels, etc?
Certificate of Public Convenience and Necessity? 2H .0205(d)(2)
♦ Required if the applicant is a public utility: In lieu of a Certificate of Public
Convenience and Necessity, they may submit written approval from the
North Carolina Utilities Commission's Public Staff that states that the utility is
Ilowed to provide utility service in the subject project area. Note that the
p .ect name on the application and on the CPCN must match. Contact the
NC C Public Staff if questions arise.
Operation Agreement? 2H .0205(d)(2)
♦ Operati al Agreements are only required if the applicant is not a public
entity (!.e. own, County, etc.) or public utility as designated by the North
Carolina Uti ' ies Commission AND the lots being served by the collection
system are to a sold to individual owners.
♦ If the applicant i a developer, they must fill out the DEVELOPER
Operational Agree ent (FORM: DEV 02/03). A developer may be
responsible for the s stem for an interim period until the homeowners
association is formed, t which time a Permit Name/Ownership Change
request (FORM: PNOC 06/00) will be needed to transfer the permit to the
HOA.
♦ If the applicant is a homeo ers' association (HOA), they must fill out the
ASSOCIATION Operational reement (FORM: HOA 02/03 The HOA must
be registered with the Secreta\aab
ate's office and must provide a copy of
the Associations' Bylaws and of Incorporation. These documents
should be reviewed to ensure applicable language regarding the
collection system is included aired by the Operational Agreement.
♦ The Operational Agreement stached to the permit and
incorporated into the languageper it. Please note that Operational
Agreement language should ntered ithout approval from the
Attorney General's Office. Opl Agree ents are available at
hftp://h2o.enr.§tate.nc.us/ndpu/ndpuapps.htmi.
Approval of flow to receiving sewers and WWTF? (i.e. P4 procedure, but now in-house!)
♦ Ensure that the receiving sewers and WWTF have adequate capacity available to accept the
flow volume that is being requested, and that the WWTF has been in compliance with their
treatment and disposal permit.
Flow acceptance letter(s) from the owner of the WWTF and owner of any intermediate sewers (if
different from WWTF owner and applicant)? 2H .0205(d)(3)(C)
♦ Required only if the applicant and the owner of the WWTF/intermediate sewers are not the
same entity.
♦ Project specific flow acceptance letters are required.
♦ Ensure that the following items appear in the flow acceptance letter: applicant's name,
project name, amount of wastewater flow accepted, date that the flow acceptance was
granted, expiration date of the acceptance, and name/permit number of the receiving WWTF.
Do not accept a flow acceptance letter that was issued more than one year prior to the
receipt of the package.
♦ Ensure that the owner acce d the entire volume of flow listed in application.
Wastewater industrial r domestic ' nature?
♦ Most projects will e for..w ewater
that is domestic in nature, however, if Item B.6 indicates
that the wastewater is industrial in nature, notify the Regional Office Pretreatment
2
FAST -TRACK Application Review Procedures 2003

'11,
,
Coordinator or the WQ Pretreatment Unit Central Office to determine if a pretreatment permit
is needed or if a program already in place and compliant.
Flow volume calculated correctly? 2H .0219(1)
♦ Ensure that the daily design flow in the application is based on the guidance provided in the
regulations or existing flow, and that the explanation as to how this volume was determined is
very specific (i.e., 22 three -bedroom homes, 50,000 s.f. of retail space, 18 employees, etc).
This information will be included in the description of the system in the permit. Our regs say
120 gpd/bedroom for residential. Note,that for one -bedroom the minimum they can use is
240 gpd.
♦ If daily design flow is not based on regulations, ensure that the applicant has an approved
flow reduction of daily design flow rate on file with the Division. A list of approved flow
reductions may be obtained from the DWQ Intranet or by contacting the NDPU. Flow
reduction requests are to be reviewed by the central office, and must be reviewed and
approved before the application is accepted by the regional office for review.
♦ Ensure that the flows shown on the application match up to what is shown on the plans (if
available for review). For example, if the application states that 100 lots are to be developed,
ensure that there are 100 lots, and not 150 lots, shown on the plans. Plans are only required
for review if the applicant is requesting a variance to the MDC or the .0200's.
♦ Do not approve "future" wastewater flows (i.e., that based on speculative development).
These would be permitted in future wastewater collection system extensions.
�dequate information provided regarding the proposed gravity sewer and/or force main (if
applicable)?
Note: An Environmental Assessment may be required if there are 3 miles of gravity sewer and
the design capacity is 1 MGD or greater (15A NCAC 1 C .0100). Note that this criteria is currently
nder re_ vision. Environmental Assessment projects can NOT go Fast -Track!
Adequate information provided regarding the proposed pump station(s) (if applicable)?
Note: An Environmental Assessment may be required if the pump station(s) have a design
capacity greater than 1 MGD or greater (15A NCAC 1 C .0100). If there are any questions about
whether an EA may be required, discuss with your supervisor or contact Todd Kennedy of the
Planning Branch's Local Government Assistance Unit.
♦ Power reliability at the pump station provided in accordance with Section 5.04 of the
Minimum Design Criteria for the Fast -Track Permitting of Pump Stations and Force Mains
document (i.e dual line feed, portable generator w/telemetry, permanent generator with
✓. automatic transfer switch, wet well storage if near Class C waters)?
Project designed in accordance with 15A NCAC 2H .0200, the Gravity Sewer Minimum Design
Criteria and the Minimum Design Criteria for the Fast -Track Permitting of Pump Stations and
Force Mains document (as applicable)? If NO, forward one copy of the supporting documents to
the Central Office for review, indicatina the permit number. owner and proiect name. The Central
Office will review the variance request, and if approvable, specific language regarding the
variance will be forwarded to the Regional Office reviewer to incorporate into the permit. A copy
of the variance letter provided by the central office should be kept with the application file.
SECTION C — Watershed Classification
�f opographic map submitted?
,TWatershed classification required? If YES, you are advised to "spot-check" the classification(s).
If NO, ensure the applicant/engineer has indicated why one is not required.
SECTION D —Certifications
_11-11Signing Official's signature? 2H .0206(b)
FAST -TRACK Application Review Procedures 2003

♦ Ensure that the applicant's signature is the same person as that listed as the applicant's
signing official on Page 1 of the application form..
C_.,�PE stamped, signed, and dated application, plans, specifications, and calculations (if applicable)?
2H .0205(d)(1)(A)(iii)
♦ Ensure that the same engineer has signed, sealed, and dated the application and all the
items, with the exception of items designed by specialty disciplines (i.e., architectural,
structural, plumbing, and electrical plans). If not, an explanation and/or authorization is
/ required.
v Adequate information provided for the engineer/engineering firm?
vPE with active license in North Carolina? 2H .0205(d)(1)(A)(iii) or 2H .0203(28)
♦ Ensure that ALL pertinent P.E.s have active licenses by checking the NC Professional
Engineer's Board web site (www.ncbels.org - the PE number must be six digits, use leading 0
when needed).
♦ If the PE seal number does not show up on the web site database, call the PE Board for
verification [phone] .
Drafting a Permit
♦ In order to be consistent, use the most current version of the Fast -Track permit shell (see DWQ
Intranet). This permit shell contains specific language with respect to the Minimum Design Criteria,
regulations, and collection system permitting. The NDPU will notify you of any changes to this permit
shell.
♦ Be specific with respect the system description and information. Indicate the flow, what the project
will be serving, length and size of gravity sewer lines and force mains, etc. For projects involving
pump stations, the size of the pump stations, as well as the reliability option and any additional info
(telemetry, odor control system, etc) should be included. A sample permit is on the DWQ Intranet.
♦ Add or remove any special conditions as necessary. Please call attention to any non-standard permit
conditions in the cover letter of the permit and include the permit condition where necessary. See the
Example Special Conditions document.
♦ If the project is a modification, don't forget to include the system description from the previous permit
and void the previous permit in the language!
Denying a Project
♦ If the Reviewer/Supervisor determines that an application package should be denied because it can
not meet NC Statutes, rules or regulations, then a denial letter should be drafted. Special attention
should be paid to the statutory deadline for permitting. If it is thought that a project might be
denied, it is important to review it and draft the denial letter as soon as possible. There must
be time allowed for the denial letter to be sent up to the Director and signed prior to the
statutory date.
♦ The Reviewer should use the Application Denial Letter template to prepare a denial package for the
Supervisor's review and submittal to the Director for signature. The letter should not be dated, but
instead will be dated after the Director signs it. A memo to the Director should be attached to the top
of the denial package summarizing the reasons for denial. This package must be singed off on by the
reviewer, supervisor, Section Chief, and Director. Distribute the letter as directed in "Issuing a
Permit" below.
Issuing a Permit
♦ Permits should be signed only by those delegated to sign for the Director.
♦ Permits should be distributed as follows (include the signed Operational Agreement if applicable):
✓ Original to the Permittee
✓ Copy to the consulting engineer
4
FAST -TRACK Application Review Procedures 2003

12023
���� ®F CANTAN
SUNTRUST BANK'y
P.O, BOX 987 • ST
.58,:PARK
CANTON
This blsburse nent.has"been approved as`requ red.by,
the Local Governerit.Budget and Fiscal Control -Act 66 m46/531 _
12023
0
Four Hundred Dollars and 00 Cents
,. DATE
AMOUNT
01 /27/2006
$400 0
00` a
PAY
TO THE NCDENR
ORDER
)
of DIVISION OF WATER QUALITY
8 ;
1617 MAIL SERVICE CENTER
ACCOUNTANT
RALEIGH NC 27699 1617
6
TREASURER
AUTHORIZED ' ! SIGNATURE
lie0

Michael F. Easley, Governor
William G. Ross Jr., Secretary
North Carolina Department of Environment and Natural Resources
Alan W. Klimek, P.E., Director
Division of Water Quality
Asheville
February 20, 2006
Mr. William G. Stamey, Manager
Town of Canton
Post Office Box 987
Canton, North Carolina 28716
Subject: Permit No. WQ0029840
Town of Canton
2004 Flood Repair
Wastewater Collection System Extension
Haywood County
Dear Mr. Stamey:
In accordance with your application received on February 6, 2006, we are forwarding herewith
Permit No. WQ0029840, dated February 20, 2006, to the Town of Canton for the construction and
operation of the subject wastewater collection system extension. This permit shall he effective from the
date of issuance until rescinded, and shall be subject to the conditions and limitations as specified
therein. This cover letter shall be considered a part of this permit and is therefore incorporated therein
by reference.
Please pay particular attention to Permit Condition 3, which requires that the wastewater
collection facilities be properly operated.and maintained in accordance with 15A NCAC 2H .0227 or any
individual system -wide collection system permit issued to the Permittee.
Permitting of this project does not constitute an acceptance of any part of the project that does
not meet 15A NCAC 2H .0200; the Division of Water Quality's (Division) Gravity Sewer Minimum
Design Criteria adopted February' 12, 1996 as applicable; and the Division's Minimum Design, Criteria
for the Fast -Track Permitting of Pump Stations and Force Mains adopted June 1, 2000 as applicable,
unless specifically mentioned herein. Division approval is based on acceptance of the certification
provided by the North Carolina -licensed Professional Engineer named in the application. It shall be the
Permittee's responsibility to ensure that the as -constructed project meets the appropriate design criteria
and rules. Failure to comply may result in penalties in accordance with North Carolina General Statute
§143-215.6A through §143-215.6C, construction of additional or replacement wastewater collection
facilities, and/or referral of the North Carolina -licensed Professional Engineer to the licensing board.
In accordance with the provisions of Article 21 of Chapter 143, General Statutes of North
Carolina as amended, and other applicable Laws, Rules, and Regulations, permission is hereby
granted to the Town of Canton for the construction and operation of approximately 844 linear feet of 8-
inch gravity sewers, 893 linear feet of 12-inch gravity sewers and a 210 gpm duplex lift station with
telemetry and a portable generator to replace flood damaged
Asheville Regional Office Internet http://h2o.enr.state.nc.us/
2090 US Highway 70, Swannanoa, NC 28778 Telephone [phone] Fax [phone]
DENR Customer Service Center Telephone [phone]
An Equal Opportunity Action Employer 50% recycled/10% post -consumer paper
O
NorthCarolina
Naturally

Town of Canton February 20, 2006 Page 2
sewers without the discharge of any additional wastewater into Canton's existing sewerage system,
pursuant to the application received February 6, 2005 and in conformity with 15A NCAC 2H .0200; the
Division's Gravity Sewer Minimum Design Criteria adopted February 12, 1996 as applicable; the
Division's Minimum Design Criteria for the Fast -Track Permitting of Pump Stations and Force Mains
adopted June 1, 2000 as applicable; and other supporting data subsequently filed and approved by the
Department of Environment and Natural Resources and considered a part of this permit.
The sewage and wastewater collected by this system shall be treated in the Blue Ridge Paper
Products Wastewater Treatment Facility (Permit No. NC0000272). prior to being discharged into the
receiving stream.
If any parts, requirements, or limitations contained in this permit are unacceptable, you have the
right to request an adjudicatory hearing upon written request within 30 days following receipt of this
permit. This request must be in the form of a written petition, conforming to Chapter 150B of North
Carolina General Statutes, and filed with the Office of Administrative Hearings, 6714 Mail Service
Center, Raleigh, NC 27699-6714. Unless such demands are made, this permit shall be final and
binding.
If you need additional information concerning this matter, please contact Mr. Roy Davis at 296-
4500
Sincerely,
for Alan W. Klimek, P.E., Director
Division of Water Quality
cc: Haywood County Building Inspector
Asheville Regional Office, Surface Water Protection
RMarcti5 Barksdale., -PE; McGiil_Associates_
Paul Dickens, Blue Ridge Paper Products
PERCS Files

NORTH CAROLINA
ENVIRONMENTAL MANAGEMENT COMMISSION
DEPARTMENT OF ENVIRONMENT AND NATURAL RESOURCES
TOWN OF CANTON
WASTEWATER COLLECTION SYSTEM EXTENSION PERMIT NUMBER WQ0029840
REPLACEMENT OF FLOOD DAMAGED SEWERS
This permit shall be effective from the date of issuance until rescinded and shall be subject to the
following specified conditions and limitations:
1. This permit shall become voidable unless the wastewater collection facilities are constructed in
accordance with the conditions of this permit; 15A NCAC 2H .0200; the Division of Water Quality's
(Division) Gravity Sewer Minimum Design Criteria adopted February 12, 1996 as applicable; the
Division's Minimum Design Criteria for the Fast -Track Permitting of Pump Stations and Force
Mains adopted June 1, 2000 as applicable; and other supporting materials unless specifically
mentioned herein.
2. This permit shall be effective only with respect to the nature and volume of wastes described in the
application and other supporting data.
3. The wastewater collection facilities shall be properly maintained and operated at all times. The
Permittee shall maintain compliance with an individual system -wide collection system permit for the
operation and maintenance of these facilities as required by 15A NCAC 2H .0227. If an individual
permit is not required, the following performance criteria shall be met as provided in 15A NCAC 2H
.0227:
a. The sewer system shall be effectively maintained and operated at all times to prevent
discharge to land or surface waters, and any contravention of the groundwater standards in
15A NCAC 2L .0200 or the surface water standards in 15A NCAC 213 .0200.
b. A map of the sewer system shall be developed and shall be actively maintained.
c. An operation and maintenance plan shall be developed and implemented.
d. Pump stations that are not connected to a telemetry system shall be inspected every day (i.e.
365 days per year). Pump stations that are connected to a telemetry system shall be
inspected at least once per week.
e. High -priority sewer lines shall be inspected at least once per every six-month period of time.
f. A general observation of the entire sewer system shall be conducted at least once per year.
g. Inspection and maintenance records shall be maintained for a period of at least three years.
Overflows and bypasses shall be reported to the appropriate Division regional office in
accordance with 15A NCAC 2B .0506(a), and public notice shall be provided as required by
North Carolina General Statute §143-215.1 C.

Permit No. WO0029840. Town of Canton. Flood Damaged Sewer Replacement, Haywood County, Feb. 28, 2006
4. This permit shall not be transferable. In the event there is a desire for the wastewater collection
facilities to change ownership, or there is a name change of the Permittee, a formal permit request.
shall be submitted to the Division accompanied by documentation from the parties involved, and
other supporting materials as may be appropriate. The approval of this request shall be
considered on its merits and may or may not be approved.
5. Construction of the gravity sewers, pump stations, and force mains shall be scheduled so as not to
interrupt service by the existing utilities nor result in an overflow or bypass discharge of wastewater
to the surface waters of the State.
6. Upon completion of construction and prior to operation of these permitted facilities, a certification, a
copy of the construction record drawings, as well as supporting design calculations for any pump
stations permitted as part of this project shall be received from a North Carolina -licensed
Professional Engineer certifying that the facilities have been installed in accordance with this
permit; 15A NCAC 2H .0200; the Division's Gravity Sewer Design Criteria adopted February 12,
1996 as applicable; the Division's Minimum Design Criteria for the Fast -Track Permitting of Pump
Station and Force Main adopted June 1, 2000 as applicable; and other supporting materials. If this
project is to be completed in phases and partially certified, you shall retain the responsibility to
track further construction approved under the same permit, and shall provide a final certificate of
completion once the entire project has been completed. A copy of the construction record
drawings, indicating the facilities constructed in the phase being certified, shall be submitted with
each partial certification. Mail the Engineer's Certification, one copy of the "Construction Record
Drawings," and one copy of the supporting design calculations to the Non -Discharge Permitting
Unit, 1617 Mail Service Center, Raleigh, NC 27699-1617.
7. A copy of the construction record drawings shall be maintained on file by the Permittee for the life
of the wastewater collection facilities.
8. Failure to abide by the conditions and limitations contained in this permit; 15A NCAC 2H .0200; the
Division's Gravity Sewer Design Criteria adopted February 12, 1996 as applicable; the Division's
Minimum Design Criteria for the Fast -Track Permitting of Pump Station and Force Mains adopted
June 1, 2000 as applicable; and other supporting materials may subject the Permittee to an
enforcement action by the Division, in accordance with North Carolina General Statutes §143-
215.6A through §143-215.6C.
9. In the event that the wastewater collection facilities fail to perform satisfactorily, including the
creation of nuisance conditions, the Permittee shall take immediate corrective action, including
those as may be required by this Division, such as the construction of additional or replacement
facilities.
10. The issuance of this permit shall not exempt the Permittee from complying with any and all
statutes, rules, regulations, or ordinances that may be imposed by other government agencies
(local, state and federal) which have jurisdiction, including but not limited to applicable river buffer
rules in 15A NCAC 2B .0200, erosion and sedimentation control requirements in 15A NCAC Ch. 4
and under the Division's General Permit NCG010000, and any requirements pertaining to wetlands
under 15A NCAC 2B .0200 and 15A NCAC 2H .0500.
11. Noncompliance Notification:
The Permittee shall report by telephone to a water quality staff member at the Asheville Regional
Office, telephone number [phone], as soon as possible, but in no case more than 24 hours
or on the next working day, following the occurrence or first knowledge of the occurrence of either
of the following:

Permit No. W00029840. Town of Canton. Flood Damaged Sewer Replacement, Haywood County, Feb. 28. 2006
a. Any process unit failure, due to known or unknown reasons, that renders the facility incapable
of adequate wastewater transport, such as mechanical or electrical failures of pumps, line
blockage or breakage, etc.; or
b. Any failure of a pumping station or sewer line resulting in a by-pass directly to receiving waters
without treatment of all or any portion of the influent to such station or facility.
Voice mail messages or faxed information is permissible but this shall not be considered as the
initial verbal report. Overflows and spills occurring outside normal business hours may also be
reported to the Division of Emergency Management at telephone number [phone] or (919)
733-3300. Persons reporting any of the above occurrences shall file a spill report by completing
Part I of Form CS-SSO (or the most current Division approved form), within five days following first
knowledge of the occurrence. This report shall outline the actions taken or proposed to ensure that
the problem does not recur. Per Condition 1(2), Part II of Form CS-SSO (or the most current
Division approved form) can also be completed to show that the SSO was beyond control.
Permit issued this the 20�' day of February, 2006
NORTH CAROLINA ENVIRONMENTAL MANAGEMENT COMMISSION
for Alad W. Klimek, P.E., Director
Division of Water Quality
By Authority of the Environmental Management Commission
Permit Number W00029840

Permit No. W00029840. Town of Canton. Flood Damaged Sewer Replacement, Haywood County, Feb. 28, 2006
ENGINEERING CERTIFICATION — POST CONSTRUCTION
System Description:
844 linear feet of 8-inch gravity sewer, 893 linear feet of 12-inch gravity sewer and 210 gpm duplex
sewage lift station with telemetry and a portable generator.
Complete and submit this form to the Asheville regional office with the following:
• One copy of the project record drawings (plan & profile views of sewer lines) of the wastewater collection
system extension
• supporting design calculations (selected pumps, system curve, operating point, available storage if portable
generator(s) or storage greater than longest past three year outage reliability option selected) for any pump
stations permitted as part of this project
• Changes to the project should be clearly identified on the record drawings or in written summary form. Permit
modifications are required for any changes resulting in non-compliance with this permit, regulations or
minimum design criteria.
This project shall not be considered complete nor allowed to operate until this Engineer's Certification and all
required supporting documentation have been received by the Division. Therefore, it is highly recommended
that this certification be sent in a manner that provides proof of receipt by the Division.
ENGINEER'S CERTIFICATION
❑ Partial Final
I, �t ?14r"o b�A&k (e- , 7periodically,
duly registered Professional Engineer in the State of North Carolina, having
been authorized to observe (❑ weekly, ❑ full time) the construction of the above referenced
project for the Permittee hereby state that, to the best of my abilities, due care and diligence was used in the
observation of the construction such that the construction was observed to be built within substantial compliance
of this permit; 15A NCAC 2H .0200; the Division of Water Quality's (Division.);:Gravity:Sewer�Minim.um.De
:..:..... , ,, sign
r :ram .....•...........
.
Criteria adopted February 12, 1996 as applicable; the Division's Minimum Design -Criteria for. the Fast -Track
Permitting of Pump Stations and Force Mains adopted June 1, 2000 as a li l a le; and oNher suppoiiin
materials. r ��IJ
r I S
North Carolina Professional Engineer's - ' 61 I d U `- 1-Q0
seal, signature, and date:
:................ .......................................... ..........................................
: s: WATER QUALITY SECTION
ASHEVILLE REGIONAL OFFICE
�� Qom. •FEgS� • •, i �i SEND THIS AzORM -9 SUPPOR, lk rDOCUIVf5NT _ ION
�•Q.O w� WITH REQUIRED ATTA&LI'MENTS TO THE FOLLOWING -ADDRESS
,._ 0.877 ROGER C. EDWARDS
Jro��Z� SURFACE WATER PROTECTION SUPERVISOR
Cl�r�i•�� ASHEVILLE REGIONAL OFFICE
ffQ�••. ,c�0��
70 1• P� ���\ SWANNANOA,GNCWAY 28778
The Permittee is responsible for tracking all partial certifications up until a final certification is received. Any wastewater flow
made tributary to the wastewater collection system extension prior to completion of this Engineer's Certification shall be
considered a violation of the permit and shall subject the Permittee to appropriate enforcement actions.

06/18/2007 14:35 FAX [phone]
McGILL ASSOCS. 001
McGill
ASSOCIATES
TO:
FAX TRANSMITTAL
J U N 1 9 2007
WATER QUALITY SECTION
ASHEVILLE REGIONAL OFFICE
COMPANY:
FAX NUM13ER:
DATE: (') [; %jg / Z PROJECT NO.:
FROM: J"S cJ` 5�\fie
NO. OF PAGES (INCLUDING COVER SHEET):
IF YOU DO NOT RECEIVE ALL PAGES OR HAVE ANY PROBLEM WITH RECEIVING
THIS TRANSMISSION, PLEASE CALL CARLA AT 828-252-0575
COMMENTS:
Engineer i n g • Plann i n g • Finance
McGill Associates, P.A. . PO Box 2259, Asheville, NC 28802 •55 Broad Street, Asheville, NC 28801
828-25.2-0575 a Fax: [phone]

06/18/2007 14:35 FAX [phone] McGILL ASSOCS. IM002
Permit No,'AV00029840 Town of Canton Flood Damaged Sewer Replacement Haywood County Feb_ 28 2006
ENGINEERING CERTIFICATION --- POST CONSTRUCTION
System Description:
844 linear feet of 8-inch gravity sewer, 893 linear feet of 12-inch gravity sewer and 210 gpm duplex
sewage lift station with telemetry and a portable generator.
Complete and submit this form to the Asheville regional office with the following:
• One copy of the project record drawings (plan & profile views of sewer lines) of the wastewater collection
system extension
• supporting design calculations (selected pumps, system curve, operating point, available storage if portable
generator(s) or storage greater than longest past three year outage reliability option selected) for any pump
stations permitted as part of this project
Changes to the project should be clearly identified on the record drawings or in written summary form. Permit
modifications are required for any changes resulting in non-compliance with this permit, regulations or
minimum design criteria. .
This project shall not be considered complete nor allowed to operate until this Engineer's Certification and all
required supporting documentation have been received by the Division. Therefore, it is highly recommended
that this certification be sent in a manner that provides proof of receipt by the Division.
ENGINEERS CERTIFICATION
❑ Partial Final
fe- , as duly registered Professional Engineer in the State of North. Carolina, having
been authorized to observe ( periodically, ❑ weekly, ❑ full time) the construction of the above referenced
project for the Permittee hereby state that, to the best of my abilities, due care and diligence was used in the
observation of the construction such that the construction was observed to be built within substantial compliance
of this permit; 15A NCAC 2H .0200; the Division of Water Quality's (Division) Gravity Sewer Minimum Design
Criteria adopted February 12, 1996 as applicable; the Division's Minimum Design Criteria for the Fast -Track
Permitting of Pump Stations and Force Mains aclopted June 1, 2000 as applicable; and other supporting
materials.
North Carolina Professional Engineer's
seal, signature, and date:
\\\�� Nk 1C A,9
1 d.¢OFESS%' i�i
OV 89PZ —
�fff11� 1•BAV
The Permittee is responsit Ie.,for trac
made tributary to the wastewater'eoi
considered a violation of the nan:n#-a
SEND THIS FORM & SUPPORTING DOCUMENTATION
WITH REQUIRED ATTACHMENTS TO THE FOLLOWING ADDRESS
ROGER C. EDWARDS
SURFACE WATER PROTECTION SUPERVISOR
ASHEVILLE REGIONAL OFFICE
2090 US HIGHWAY 70
SWANNANOA, NC 28778
all- ,q t p_gprtificationslup until a final certification is: received. Any wastewater flow
in system extension.priQ�to ycampletion of this Engineer's Certification shall be
J U L 1 6 2007
WA ER R QUALITY SECTION
ASI iEVILI_E PEG!ONhL OF-iCE,
I ,l
j` J U N 1 9 2007{%
WATER QLIALIT`( SECT ION i
ASHEVILLE RECIONAL OFFICE i

06/18/2007 14:15 FAX [phone]
McGILL ASSOCS. [a001
`}In
McGill
r�11'-'C
ASSOCIATES
TO:
FAX TRANSNUTT
J U N 1 9 2007
WATER QUALITY S7CTI0N
J
COMPANY:
FAX NUMBER:
DATE: �9 C �� v- PROJECT NO.: Dv 5 Z l
FROM:
NO. OF PAGES (INCLUDING COVER SHEET): 2�
IF YOU DO NOT RECEIVE AI.L PAGES OR HAVE ANY PROBLEM WITH RECEIVING
THIS TRANSMISSION, PLEASE CALL CARLA AT 828-252-0575
COMMENTS:-��--P�e�"-rSt`�c�c�?Q,`
Engineering • Planning • Finance
McGill Associates, P.A. ® PO Box 2259, Asheville, NC 28802 • SS Broad Street, Asheville, NC 28801
828-252-0575 + Fax: [phone]

06/18/2007 14:16 FAX [phone] McGILL ASSOCS. Q 002
June 11, 2007
Mr, Roger Edwards
Asheville Regional Office
Division of Water Quality
North Carolina Department of Environment and Natural Resources
2090 U. S. Highway 70
Swannanoa, North Carolina 28778
Dear Mr_ Edwards:
O �Z
RE: Engineer's Certification
Wastewater Collection System Extension
Permit No. WQ0029840
Town of Canton
Haywood County
In accordance with the requirements of the permit referenced above, this letter is to
certify that construction of the subject: project was completed in accordance with the permit, Title
15A, North Carolina Administrative (:ode, Subchapter 02H, Section .0200, the Division's
Gravity Sewer Design Criteria adopted February 12, 1996, the Division's Minimum Design
Criteria for the Fast -Track Permitting of Pump Station and Force Main adopted June 1, 2000,
and the pump station design calculations submitted with the Fast -Track permit application dated
February`l, 2006, based upon observations made during and upon completion of construction
activities by representatives of McGill Associates under my supervision. Enclosed please find
one (1) copy of the construction record drawings applicable to the work conducted under the
subject permit.
Sincerely,
McGILL ASSOCIATES, A.
F, b . sf --
R. MARCUS BARKSDALE, P.Ef [� (r-
Cc: William G. Stamey, Town of Canton
Mike Waresak, McGill Associates
Projects\2004\04529\Combined Infrastmcture\Letters\rel I jun07.doc
V LF
J U N 1 9 2007
WATER QUALITY SECTIOiJ
ASHEVILLE REGIONI/1i r- -
E n g i n e e r i n g P l a n n i n g F i n a n c e
McGill Associates, P.A. • P.O. Box 2259, Asheville, NC 28802 • 55 Broad Street, Asheville, NC 28801
828-2.52-0575 • Fax: [phone]

gMcGill
A S S O C I A T E S
June 11, 2007
Mr. Roger Edwards
Asheville Regional Office
Division of Water Quality
North Carolina Department of Environment and Natural
2090 U. S. Highway 70
Swannanoa, North Carolina 28778
Dear Mr. Edwards:
1i
N
34 '
}I
1 3 2007
A.
WATER QUALITY SECTION r�
3HEVILLE REGIONAL OFFICE
JU
RE: Engineer's Certification
Wastewater Collection System Extension
Permit No. WQ0029840
Town of Canton
Haywood County
In accordance with the requirements of the permit referenced above, this letter is to
certify that construction of the subject project was completed in accordance with the permit, Title
15A, North Carolina Administrative Code, Subchapter 02H, Section .0200, the Division's
Gravity Sewer Design Criteria adopted February 12, 1996, the Division's Minimum Design
Criteria for the Fast -Track Permitting of Pump Station and Force Main adopted June 1, 2000,
and the pump station design calculations submitted with the Fast -Track permit application dated
February 1, 2006, based upon observations made during and upon completion of construction
activities by representatives of McGill Associates under my supervision. Enclosed please find
one (1) copy of the construction record drawings applicable to the work conducted under the
subject permit.
Sincerely,
McGILL ASSOCIATES, .A.
P, P_0�_ � e__4 /&_
R. MARCUS BARKSDALE, P.E.
Cc: William G. Stamey, Town of Canton L L a
Mike Waresak, McGill Associates lr--
L E J U L 1 6 2007
Projects\2004\04529\Combined Infrastructure\Letters\rel Ijun07.doc
i
WATER QUALITY SECTION IV
ASHEVILLE REGICNAL OFFICE
E n g i n e e r i n g Plan , n' Y�ri._.$v_ `` ,F,. ;. F ;i__ n_ :a:.. .,.,:c e
McGill Associales, P.A. P.O. Box 2259, Asheville, NC 28802 • 55 Broad Slreel, Asheville, NC 28801
828-252-0575 • Far: 828-252-2518

State of North Carolina
Department of Environment
and Natural Resources
Asheville Regional Office
Michael F. Easley, Governor
William G. Ross, Jr., Secretary
Gregory J. Thorpe, Ph.D., Acting Director
Division of Water Quality
C-1/
NCDENR
NORTH CAROLINA DEPARTMENT OF
ENVIRONMENT AND NATURAL RESOURCES
WATER QUALITY SECTION
Mr. James W. Stevens, Chairman
West Canton Water and Sewer District
215 North Main Street
Waynesville, North Carolina 28786
Dear Mr. Stevens:
April 16, 2002
SUBJECT:
Permit No. WQ0021233
West Canton Sewer System Improvements
Wastewater Collection System Extension
i_!Haywood
County
In accordance with your application received April 15, 2002, please find attached Permit No.
WQ0021233 for the construction and operation of the .subject wastewater collection system extension.
This Permit shall be effective from the date of issuance until rescinded and shall be subject to the
conditions and limitations as specified therein. This cover letter shall be considered a part of this permit
and is therefore incorporated therein by reference.
Please pay particular attention to condition three (3) of the permit which requires that the
wastewater collection facilities be properly operated and maintained in accordance with 15A NCAC 2H
.0227 or any individual system -wide collection system permit issued to the Permittee.
Permitting of this project does not constitute acceptance of any part of the project that does
not meet 15A NCAC 2H .0200; the Division of Water Quality's (Division) ,Gravity Sewer Minimum
Design Criteria adopted February 12, 1996 as applicable; and the Divisionos Minimum Design
Criteria for the Fast -Track Permitting of Pump Stations and Force Mains adopted June 1, 2000 .as
applicable, unless specifically mentioned herein. Division approval is based on acceptance of the
certification provided by a North' Carolina -licensed Professional Engineer. in the application. It
shall be the Permittee0s responsibility to ensure that the as -constructed project meets the
appropriate design criteria and rules. Failure to comply may result in penalties in accordance with
North Carolina General Statute 143-215.6A through 143-215.6C, construction of additional or
replacement wastewater collection facilities, and/or referral of, the North . Carolina -Licensed
Professional Engineer to the licensing board.

James W. Stevens
April 16, 2002
Page Two
In accordance with the provisions of Article 21 of Chapter 143, General Statutes of North
Carolina as amended, and other applicable Laws, Rules, and Regulations, permission is hereby
granted to West Canton Water and Sewer District for the construction and operation of
approximately 31,350 linear feet of eight inch gravity sewer; a 215 gallon per minute pump station,
a 55 gallon per minute pump station with duplex pumps, on -site audible and visual high water
alarms, telemetry, and stand-by power supply onsite; as well as approximately 5,714 linear feet of
six inch force main to serve 342 dwellings and 3 churches as part of the West Canton Sewer System
Improvements and the discharge of 103,500 gallons per day of collected domestic wastewater into
the Town of Canton's existing sewerage system, pursuant to the application received April 15, 2002,
and in conformity with 15A NCAC 2H .0200; the Division's Gravity Minimum Design Criteria adopted
February 12, 1996 as applicable; the Division's Minimum Design Criteria for the Fast -Track
Permitting of Pump Stations and Force Mains adopted June 1, 2000 as applicable; and other
supporting data subsequently filed and approved by the Department of Environment and Natural
Resources and considered a part of this permit.
The sewage and wastewater collected by this system shall be treated in the Blue Ridge Paper
Products, Inc. Wastewater Treatment facility (NPDES Permit No. NC0000272) prior to being
discharged into the receiving stream.
If any parts, requirements, or limitations contained in this permit are unacceptable, you have
the right to request an adjudicatory hearing upon written request within 30 days following receipt of
this permit. This request must be in the form of a written petition, conforming to Chapter 150B of
North Carolina General Statutes, and filed with the Office of Administrative Hearings, 6714 Mail
Service Center, Raleigh, NC 27699-6714. Unless such demands are made, this permit shall be
final and binding.
If you need additional information concerning this matter, please contact Mr. Keith Haynes
at 828/251-6208.
Sincerely,
r
Gregory J. Thorpe, Ph.D.
Enclosure
xc: Haywood County Health Department
Non -Discharge Permitting Unit
Town/City of Canton
West Canton Water and Sewer District
McGill Associates
Keith Haynes
2'

NORTH CAROLINA
ENVIRONMENTAL MANAGEMENT COMMISSION
DEPARTMENT OF ENVIRONMENT AND NATURAL RESOURCES
RALEIGH
WASTEWATER COLLECTION SYSTEM EXTENSION PERMIT
WEST CANTON SEWER SYSTEM IMPROVEMENTS
PERMIT NUMBER WQ0021233
This permit shall be effective from the date of issuance until rescinded and shall be subject
to the following specified conditions and limitations:
This permit shall become voidable unless the wastewater collection facilities are constructed
in accordance with the conditions of this permit: 15A NCAC 2H .0200; the Division of Water
Quality's (Division) Gravity Sewer Minimum Design Criteria adopted February 12, 1996 as
applicable; the Division's Minimum Design Criteria for the Fast -Track Permitting of Pump
Stations and Force Mains adopted June 1, 2000 as applicable; and other supporting materials
unless specifically mentioned herein.
.2. This permit shall be effective only with respect to the nature and volume of wastes described
in the application and other supporting data.
3. The wastewater collection facilities shall be properly maintained and operated at all times.
The Permittee shall maintain compliance with an individual system -wide collection system
permit for the operation and maintenance of these facilities as required by 15A NCAC 2H
.0227. If an individual permit is not required, the following performance criteria shall be met
as provided in 15A NCAC 2H .0227:
a. The sewer system shall be effectively maintained and operated at all times to prevent
discharge to surface waters, and any contravention of the groundwater standards in
15A NCAC 2L .0200 or the surface water standards in 15A NCAC 213 .0200.
b. A map of the sewer system shall be developed prior to January 1, 2004 and shall
be actively maintained.
C. An operation and maintenance plan shall be developed and implemented.
d. Pump stations that are not connected to, a telemetry system shall be inspected every
day, as defined in 15A NCAC 213 .0503(5). Pump stations that are connected to a
telemetry system shall be inspected at least once per week.
e. High -priority sewer lines shall be. inspected at least once per every six-month period
of time.
3

A general observation of the entire sewer system shall be conducted at least once pet
year.
g. Inspection and maintenance records shall be maintained for a period of at least three
years.
h. Overflows and bypasses shall be reported to the appropriate Division Regional Office
in accordance with 15A NCAC 2B .0506(a), and public notice shall be provided as
required by North Carolina General Statute 143-215.1 C.
4. This permit shall not be transferable. In the event there is a desire for the wastewater facilities
to change ownership, or there is a name change of the Permittee, a formal permit request
shall be submitted -to the Division accompanied by documentation from the parties involved,
and other supporting materials as may be appropriate. The approval of this request shall be
considered on its merits and may or may not be approved.
5. Construction of the gravity sewers shall be scheduled so as not to interrupt service by the
existing utilities nor result in an overflow or bypass discharge of wastewater to the surface
waters of the State.
6. Upon completion of construction and prior to operation of these permitted facilities, a
certification, a copy of the construction record drawings, as well as supporting design
calculations for any pump stations permitted as part of this project shall be received from a
North Carolina -licensed Professional Engineer certifying that the facilities have been installed
in accordance with this permit; 15A NCAC 2H .0200; the Division's Gravity Sewer Design
Criteria adopted February 12, 1996 as applicable; the Division's Minimum Design Criteria for
the Fast -Track Permitting of Pump Station and Force Main adopted June 1, 2000 as
applicable; and other supporting materials. If this project is to be completed in phases and
partially certified, you shall retain the responsibility to track further construction approved
under the same permit, and shall provide a final certificate of completion once the entire
project has been completed. A copy of the construction record drawings, indicating the
.facilities constructed in the phase being certified, shall be submitted with each partial
certification. Mail the Engineer's Certification, one copy of the "Construction Record
Drawings", and one copy of the supporting design calculations to the Non -Discharge
Permitting Unit, 1617 Mail Service Center, Raleigh, NC 27699-1617.
7. A copy of the construction record drawings shall be maintained on file by the Permittee for the
life of the wastewater collection facilities.
8. Failure to abide by the conditions and limitations contained in this permit; 15A NCAC 2H
.0200; the Division's Gravity Sewer Design Criteria adopted February 12, 1996 as applicable;
the Division's Minimum Design Criteria for the Fast -Track Permitting of Pump Station and
Force Mains adopted June 1, 2000 as applicable; and other supporting materials may subject
the Permittee to an enforcement action by the Division, in accordance with North Carolina
General Statutes 143-215.6A through 1437215.6C.
9. In the event that the wastewater collection facilities fail to perform satisfactorily, including the
creation of nuisance conditions, the Permittee shall take immediate corrective action,
including those as may be required by this Division, such as the construction of additional or
replacement facilities.
4

W Q0021233
10. The issuance of this permit shall not exempt the Permittee from complying with any and all
statutes, rules, regulations, or ordinances that may be imposed by other government agencies
(local, state and federal) which have jurisdiction, including but not limited to applicable river
buffer rules in 15A NCAC 2B .0200, erosion and sedimentation control requirements in 15A
NCAC Ch. 4 and under the Division's General Permit NCG0100000, and any requirements
pertaining to wetlands under 15A NCAC 2B .0200 and 15A NCAC 2H .0500.
11. Non-compliance Notification:
The Permittee shall report by telephone to the Asheville Regional Office, telephone number
828/251-6208 as soon as possible, but in no case more than 24 hours or on the next working
day, following the occurrence or first knowledge of the occurrence of either of the following:
a. Any process unit failure, due to known or unknown reasons, that renders the facility
incapable of adequate wastewater transport, such as mechanical or electrical failures of
pumps, line blockage or breakage, etc.; or
b. Any failure of a pumping station or sewer line resulting in a by-pass directly to receiving
waters without treatment of all or any portion of the influent to such station or facility.
Persons reporting such occurrences by telephone shall also file a written report in letter form
within five days following first knowledge of the occurrence. This report must outline the
actions taken or proposed to be taken to ensure that the problem does not recur.
Permit issued this the sixteenth day of April, 2002.
NORTH CAROLINA ENVIRONMENTAL MANAGEMENT'COMMISSION
3sion
Permit Number WQ0021233
5

Permit No. WQ0021233
April 16, 2002
ENGINEERS CERTIFICATION
Partial Final
I, , as a duly registered Professional Engineer in the State of North
Carolina, having been authorized to observe (periodically, weekly, full time) the construction of the
project, West Canton Sewer System Improvements, Canton, N.C., Haywood County for the
Project Name Location and County
Permittee hereby state that, to the best of my abilities, due care and diligence was used in the
observation of the construction such that the construction was observed to be built within substantial
compliance of this permit; 15A NCAC 2H .0200; the Division of Water Quality's (Division) Gravity
Sewer Minimum Design Criteria adopted February 12, 1996 as applicable; the Division's Minimum
Design Criteria for the Fast -Track Permitting of Pump Stations and Force Mains adopted June 1,
2000 as applicable; and other supporting materials.
North Carolina Professional Engineer's seal, signature, and date:
The above Engineer's Certification shall be completed and submitted to the address below with one
copy of the "Construction Record Drawings" of the wastewater collection system extension as well
as supporting design calculations for any pump stations permitted as part of this project. This project
shall not be considered complete nor allowed to operate until this Engineer's Certification and all
required supporting documentation have been received by the Division. Any wastewater flow made
tributary to the wastewater collection system extension prior to completion of this Engineer's
Certification shall be considered a violation of the permit and shall subject the Permittee to
appropriate enforcement actions.
NORTH CAROLINA DIVISION OF WATER QUALITY
WATER QUALITY SECTION
NON -DISCHARGE PERMITTING UNIT
1617 MAIL SERVICE CENTER
RALEIGH, NORTH CAROLINA 27699-1617
C

McGill
A S S O C I A T E S
April 10, 2002
Mr. Keith Haynes
Division of Water Quality
North Carolina Department of Environment,
and Natural Resources
59 Woodfin Place
Asheville, North Carolina 28801
Dear Mr. Haynes:
APR 15
Re: West Canton Water and Sewer District
West Canton Sewer System Improvements
Haywood County, North Carolina
Please find enclosed one (1) original and one (1) copy of the signed Fast Track
Application for Gravity Sewers, Pump Stations, and Force Mains for the above referenced
project along with a check for the permit processing fee in the amount of $400.00.
The project generally consists of the installation of approximately 31,350 lineal feet of
8-inch ductile iron and PVC gravity sewer line, including all manholes and related
appurtenances and two sewer pump stations and associated force mains and related
appurtenances to provide municipal sewer service to the West Canton area. The sewer lines
included in this project comply with the Gravity Sewer Minimum Design Criteria issued by
NCDENR.
If you have any questions concerning this project or if you need any additional
information, please feel free to give me a call at 252-0575 or email me at
[e-mail].
Sincerely,
McGILL ASSOCIATES, P.A.
440-11-
DANAJ.BOLDEN
Enclosures
cc: Rick Honeycutt
Bill Stamey
Joel Storrow
projects/01711/letters/kh l2apr02. doe
E n g i n e e r i n g • P l a n n i n g • F i n a n c e
i McGill Associates, P.A. • P.O. Box 2259, Asheville, NC 28802 • 55 Broad Street, Asheville, NC 28801
828-252-0575 • FAX [phone]

UJ00 a cI_L0_;?
State of North Carolina
Department of Environment and Natural Resources
Division of Water Quality
FAST -TRACK APPLICATION
for GRAVITY SEWERS, PUMP STATIONS, AND FORCE MAINS
(Pressure sewers systems are not to be included as part of this application package)
THIS FORM MAY BE PHOTOCOPIED FOR USE AS AN ORIGINAL.
INSTRUCTIONS: Indicate that you have included the following list of required application package items by signing your
initials in the space provided next to each item. Failure to submit all required items will lead to additional processing and review
time for the permit application.
A. Application Form - Submit one original and one copy of the completed and appropriately executed application form.
Any changes to this form will result in the application being returned. The Division of Water Quality (Division) will
only accept application packages that have been fully completed with all applicable items addressed. You do not need
to submit detailed plans and specifications unless you respond NO to item IV.6. and/or item IV.10.
B. Attachment - Submit the completed and properly executed Form WSCA 10199 for each watershed within the project
location.
C. Application Fee - Submit a check in the amount of $400 made payable to: North Carolina Department of Environment
and Natural Resources (NCDENR).
N/A D. Certificates of Public Convenience and Necessity — If the application is being submitted in the name of a privately -
owned public utility, submit two copies of the Certificate of Public Convenience and Necessity, which demonstrates
that the public utility is authorized to hold the utility franchise for the area to be served by the sewer extension. If a
Certificate of Public Convenience and Necessity has not been issued, provide two copies of a letter from the NC
Utilities Commission's Public Staff that states that an application for a franchise has been received, that the service area
is contiguous to an existing franchised area, and/or that franchise approval is expected.
N/A _ E. Operational Agreements — Submit one original and two copies of a properly executed operational agreement if the
sewer extension will be serving residential or commercial lots (e.g., houses, condominiums, townhomes, outparcels,
etc.) that will be owned by a homeowners' association or developer. If the applicant is a homeowners' association, use
Form HOA 10/99. If the applicant is a developer, use Form DEV 10/99.
F. Flow Acceptance Letters — If the owner of the downstream sewers and/or WWTF is different from the applicant,
submit two copies of a flow acceptance letter from the owner of the downstream sewers and W WTF. Flow acceptance
letters must contain the following minimum information: applicant and project name, amount of flow accepted, and
name and permit number of the receiving sewers/WWTF. The flow acceptance must not expire prior to permit
issuance and must be dated less than a year prior to the application date. Intergovernmental agreements or other
contracts will not be accepted in lieu of a project -specific flow acceptance letter.
THE COMPLETED APPLICATION PACKAGE, INCLUDING ALL SUPPORTING INFORMATION AND
MATERIALS, SHOULD BE SENT TO THE FOLLOWING ADDRESS:
NORTH CAROLINA DEPARTMENT OF ENVIRONMENT AND NATURAL RESOURCES
DIVISION OF WATER QUALITY
NON -DISCHARGE PERMITTING UNIT
By U.S. Postal Service: By Courier/Special Delivery:
1617 MAIL SERVICE CENTER 512 NORTH SALISBURY STREET, SUITE 1219
RALEIGH, NORTH CAROLINA 27699-1617 RALEIGH, NORTH CAROLINA 27604
TELEPHONE NUMBER: [phone] -
FACSIMILE NUMBER: [phone]
For more information, visit our web site at: h2o.eunstate.tic us/ndpu/
2002
FORM: FTA 06/00 Page 1 of 5

Application Number: O (to be completed by DWQ)
I. GENERAL INFORMATION:
H.
1. Applicant's name (name of the municipality, corporation, individual, etc.):
West Canton Water and Sewer District
2. Owner's or signing official's name and title (15A NCAC 2H .0206(b)):
James W. Stevens, Chairman
3. Name and complete address of applicant: West Canton Water and Sewer District
215 North Main Street
City: Waynesville State: North Carolina Zip: 28786
Telephone number: ( 828 ) 452-6625 Facsimile number: ( 828 ) 452-6715
4. Project name (name of the subdivision, facility or establishment, etc.):
West Canton Sewer System Improvements
5. County where project is located: Haywood
6! Fee submitted: $ 400.00 (See Instruction C.)
7. Name and complete address of engineering firm: McGill Associates, P.A.
55 Broad Street
City: Asheville State: North Carolina Zip: 28801
Telephone number: ( 828 ) 252-0575 Facsimile number: ( 828 ) 252-2518
8. Name and affiliation of contact person who can answer questions about application:
Randall D. Hintz P.E. or Dana Bolden
PERMIT INFORMATION:
1. Project is: X new; modification APR 1 5 2002
2. If this application is being submitted as a result of a modification to an existing' permit, . provide: -
existing permit number
3. Applicant is: ' X . public private
If private, units (lots, townhomes, etc.) are:
If sold, facilities owned by a:
III. INFORMATION ON WASTEWATER:
and the issuance date
leased (Skip to item III.); sold
public utility (See Instruction D.);
homeowners' association/developer (See Instruction E.)
1. Please provide a one- or two -word description specifying the origin of the wastewater (school,
subdivision, hospital, commercial facility, industry, apartments, condominiums, etc.): Service area is
Dredominantly residential in character with a few small businesses and churches
2. Volume of wastewater generated by this project: 103,500 gallons per day
3. Explanation of how wastewater flow was determined (15A NCAC 2H .0219(1)): 342 dwellings w/
2.5 bedrooms each (average) (a), 120 gal/day-bedroom; 3 churches w/ 100 seats each (aD 3 gal/seat
4. Nature of wastewater: 100 % Domestic/Commercial; % Industrial;
% Other waste.- specify:
FORM: FTA 06/00 Page 2 of 5
W

5. If wastewater is industrial in nature:
a. Level of pretreatment that has been provided to ensure protection of the receiving collection system
and wastewater treatment facility:
b. If a pretreatment permit is required, has one been issued? Yes; No. If yes, please
attach a copy of the pretreatment permit. If no, provide date application was submitted:
IV. DESIGN INFORMATION:
1. Brief project description: The project includes approximately 31,350 feet of gravity sewer and
related appurtenances. two sewer pump stations. and approximately 5,714 feet of 6-inch force main
2. Owner and name of wastewater treatment facility (WWTF) receiving wastewater (See Instruction F.): _
Blue Ridge Paper Products, Inc.
3�i WWTF permit number (NC00***** or WQ00*****): NC0000272
4. List the owner(s) of any intermediate sewers if different from applicant or owner of WWTF (See
Instruction F.): Discharge is to a Town of Canton interceptor just upstream of the Blue
Ridge Paper Products, Inc. WWTP.
5. Summary of GRAVITY SEWER to be permitted:
Diameter
(inches)
Length
(linear feet)
8-inch
31,350
6. Does the subject gravity sewer collection system comply with the most recent version of the Gravity
Sewer Minimum Design Criteria and 15A NCAC 2H .0200? X Yes; No. If no, please
identify criteria and explain:
7. Summary of PUMP STATIONS to be permitted:
No. or
Name
Design Flow
(MGD)
Pump, Operational Points
_ GPM @_ feet TDH
Reliability Option
Selected
James St
0.0795
215 GPM @ 201' TDH
Stand-by power supply onsite
Terrace Dr
0.0183
55GPM @ 60' TDH
Stand-by power supply onsite
FORM: FTA 06/00 Page 3 of 5

8. Summary of FORCE MAIN to be permitted:
Diameter
(inches)
Length
(linear feet)
6-inch
5,714
9. List any equipment being utilized that is not specifically mentioned elsewhere in the application or as
part of the Minimum Design Criteria (e.g., telemetry, hoist, odor control equipment, mechanical bar
screens, etc.):
10. Do the subject pump stations and force mains comply with the Minimum Design Criteria for the Fast -
Track Permitting of Pump Stations and Force Mains document adopted June 1, 2000 and 15A NCAC 2H
.0200? X Yes; No. If no, please identify criteria and explain:
NOTE: If you responded NO to item IVA and/or item IV.10. above', two (2) copies
of detailed plans, specifications, supporting information, and any other materials
pertaining to the identified criteria should be submitted with the
completed and appropriately executed application form.
FORM: FTA 06/00 Page 4 of 5

W CDd G
V. CERTIFICATIONS .
Professional Engineer's Certification:
I, Randall D. Hintz , attest that this application for
West Canton Sewer System Improvements has been reviewed by me and is
accurate, complete and consistent with the information in the engineering plans, calculations, and all other
supporting documentation to the best -of my knowledge. I further attest that to the best of my knowledge the
proposed design has been prepared in accordance with the applicable regulations, Gravity Sewer Minimum
Design Criteria for Gravity Sewers adopted February 12, 1996, and the Minimum Design Criteria for the
Fast -Track Permitting of Pump Stations and Force Mains adopted June 1, 2000. Although certain portions of
this submittal package may have been developed by other professionals, inclusion of these materials under
my signature and seal signifies that I have reviewed this material and have judged it to be consistent with the
proposed design. Note: In accordance with NC General Statutes 143-215.6A and 143-215.613, any person
who knowingly makes any false statement, representation, or certification in any application shall be guilty of
a Class 2 misdemeanor which may include a fine not to exceed $10,000 as well as civil penalties up to
$25,000 per violation.
North Carolina Professional Engineer's seal, signature, and date:
t
,r�r2 1 2002
Applicant's Certification:
I, James W. Stevens , attest that this application for
West Canton Sewer Svstem Improvements has
been reviewed by me and is accurate and complete to the best of my knowledge. I understand that if all
required parts of this application are not completed and that if all required supporting information and
attachments are not included, this application package will be returned to me as incomplete. Note: In
accordance with NC General Statutes 143-215.6A and 143-215.613, any person who knowingly makes any
false statement, representation, or certification in any application shall be guilty of a Class 2 misdemeanor
which may includA a fine not to exceed $1Q 090 as well as civil penalties up to $25,000 per violation.
Signature: Date: Jr— / r` Pa.
FORM: FTA 06/00 Page 5 of 5

04/10/2002 08:35 V,AX 8282522518 1dCGII.I. ASSOCS.
State of North Carolina
Department of Enviironmelott and Natural Resources
Division of Water Quality
WATERSHED CLASSI FICAnoN ATTACHMENT,
Any chainges made to this forth will result In the application being returned.
(`1711,3 FORM MAYBE PHOTOCOPIED FOR USE AS'AN ORIGINAL.)
INtiTRUCTIO.NS:
To determine the classification of the watenhed($) in which the sub4act project will be located, you are required to
Submit this form, with Items 1 through 9 completed, to the nppzopriate Division of Water Quality Regional Office
Water Quality Supervisor (see Page 2 of 2) prior to submittal off t'he application for review. At a m minium, you must
include ati 8,5" by 11" copy of the portion of a 7.51minute IMS Tooppoographie Map that shows the surface waters
icr��ricdiately downslopc of the project. You twist identify the4ocatlon of the project and the closest downslopc
surt'ace waters (waters for which you are requesting the classification) on the submitted map copy. If the facility is
located in the Neuse River Basin, also include a copy of flit: soil survey map for the project location. The
corresponding non -discharge application may not be submitted until this form b completed by the appropriate
regional offlee and included with the submittal,
1. pplicant's name (name of the municipality, amporatton, indlvidui►l, etc.):
West Canton Water and Sewer District
2. Name and complete address of applicant; Wed Coontop Water and Sewer District
215 Nortli Main Street
City: Waynesville _.. State: North Carolina Zip: _28786
Telephone number; ( 828 ) 4SM6M Facsimile slumber: ( 828 _) 452-6715
1. Project name (name of the subdivision, facility or establishment, etc.):
West Canton Sewer System Ym►airoyetnents
4. County where project is located: Kyawood —
5. Name(O of closest surfaco waters: U,T, to Patton BrAneb & U.T. to Pigeon River.
6. River basin(s) in which the project is located: .0304 - French Broad
7. Topographic map name and date: Canton, NC
8. North Carolina Professional lin ' a�ae lltiili/fffl/�k�
gtti86r $ soul, , itid date: ►%%If n A w
TO: RECIONAL OFFICE. WATER QUALITY SUl4 =VISOR
Please provide me with the classification(s) of the ffli Ce watm,.waftnhed(s), and appropriate river basins) where
these activities will occur, as identified on the attached saap segment:
Name(s) of suri'ace waters and river bnsin(s): Al'-s ��:K -5�: �c�p : • hL �� ,
Classification(s) (as established by the WC):
Proposed classification(s), if applicable:
Rivet basin buffer rules, if applicable: _
Signeaturo of regional office porsonnel;
F()1,ZM: WSCA 10/99
Date: I J / L.' Q
Page 1 of 2
04/10/2002 WED 22:49 [TX/RX NO 81131 IM002

4e Zofun of Tanton, N. ff.
Office of The Town Manager
WILLIAM G. STAMEY
TOWN MANAGER
April 1, 2002
Mr. James W. Stevens, Chairman
West Canton Water and Sewer District
215!North Main Street
Waynesville, North Carolina 28786
Re: Acceptance of Wastewater
Chairman Stevens:
The `Town of Canton hereby agrees to accept the wastewater generated by the West
Canton Water and Sewer District's West Canton Sewer System Improvements project into
the Town's sewerage collection system. Average flows of up to 103,500 gallons per day
will be accepted into the system under this authorization. The wastewater will be
conveyed to the Blue Ridge Paper Products, Inc. wastewater treatment plant for treatment
under the Town of Canton's existing 900,000 gallon per day flow allocation contract with
the plant.
Sincerely,
�.G. St
Y
Town Manager
MSG/��,qSSOO
--
4PI?
Pro �
. PO
File lent #

HAYWOOD COUNTY Wooj)C;2--1 ,;2 235656 66-30
CHECK NO.
FINANCE DEPARTMENT 531
215 N. MAIN STREET FIRST CITIZENS BANK
COURTHOUSE ANNEX WAYNESVILLE, N.C. 28786 235656
WAYNESVILLE, N.C. 28786 VOID AFTER �0 DAYS
VENDOR CHECK DATE CHECK AMOUNT
6843 03/19/2002 $400.00
********400 DOLLARS AND NO CENTS
PAY i a s ' r. U i
Fs.,THIS:DISBURSEMEN.T.:FtAS'.EEEf (AFPEtQVEdlk^;I3 QUIRED BY
R..'..THr,EoCAL;Gb"V,EM. ' NT.' U' ! '& FISC7 &QGNTRPL ACT,
NC DEPT OF ENVIRONMENT & NATURAL '"
TO THE RESOURCES
H
ORDER 1616 MAIL SERVICE CENTER
RALEIGH NC 276.99-1617
11' 23565611' ':053 L003001;799 L6067091"
235656
HAYWOOD COUNTY - WAYNESVILLE, N.C. 235656
INVOICE DATE INVOICE NUMBER INVOICE DESCRIPTION NET INVOICE AMOUNT PO NO.
VOUCHER
03/19/02 03-15-02 APP PROC FEE-WCANTON W&S 40O..00 38234
r TTT TT TT T T n n n n n n -1

U) Q 0 L-1 � L fc;), 7 6, -"3
State of North Carolina
Department of Environment and Natural Resources
Division of. Water Quality
FAST -TRACK APPLICATION
for GRAVITY SEWERS, PUMP STATIONS, AND FO
(Pressure sewers systems are not to be included as part of this application pa
THIS FORM MAY BE PHOTOCOPIED FOR USE AS AN
I E MAINS,
r -`
r'
INSTRUCTIONS: Indicate that you have included the following list of required application package items by sigping'lyour
initials in the space provided next to each item. Failure to submit all required items will lead to additional processing and review
time for the permit application.
A. Application Form - Submit one original and one copy of the completed and appropriately executed application form.
Any changes to this form will result in the application being returned. The Division of Water Quality (Division) will
only accept application packages that have been fully completed with all applicable items addressed. You do not need
to submit detailed plans and specifications unless you respond NO to item IV.6. and/or item IV.10.
B. Attachment - Submit the completed and properly executed Form WSCA 10/99 for each watershed within the project
location.
C. Application Fee - Submit a check in the amount of $400 made payable to: North Carolina Department of Environment
and Natural Resources (NCDENR).
N/A D. Certificates of Public Convenience and Necessity — If the application is being submitted in the name of a privately -
owned public utility, submit two copies of the Certificate of Public Convenience and Necessity, which demonstrates
that the public utility is authorized to hold the utility franchise for the area to be served by the sewer extension. If a
Certificate of Public Convenience and Necessity has not been issued, provide two copies of a letter from the NC
Utilities Commission's Public Staff that states that an application for a franchise has been received, that the service area
is contiguous to an existing franchised area, and/or that franchise approval is expected.
N/A — E. Operational Agreements — Submit one original and two copies of a properly executed operational agreement if the
sewer extension will be serving residential or commercial lots (e.g., houses, condominiums, townhomes, outparcels,
etc.) that will be owned by a homeowners' association or developer. If the applicant is a homeowners' association, use
Form HOA 10/99. If the applicant is a developer, use Form DEV 10/99.
F. Flow Acceptance Letters — If the owner of the downstream sewers and/or WWTF is different from the applicant,
submit two copies of a flow acceptance letter from the owner of the downstream sewers and WWTF. Flow acceptance
letters must contain the following minimum information: applicant and project name, amount of flow accepted, and
name and permit number of the receiving sewers/WWTF. The flow acceptance must not expire prior to permit
issuance and must be dated less than a year prior to the application date. Intergovernmental agreements or other
contracts will not be accepted in lieu of a project -specific flow acceptance letter.
THE COMPLETED APPLICATION PACKAGE, INCLUDING ALL SUPPORTING INFORMATION AND
MATERIALS, SHOULD BE SENT TO THE FOLLOWING ADDRESS:
NORTH CAROLINA DEPARTMENT OF ENVIRONMENT AND NATURAL RESOURCES
DIVISION OF WATER QUALITY
NON -DISCHARGE PERMITTING UNIT
By U.S. Postal Service: By Courier/Special Delivery:
1617 MAIL SERVICE CENTER 512 NORTH SALISBURY STREET, SUITE 1219
RALEIGH, NORTH CAROLINA 27699-1617 RALEIGH, NORTH CAROLINA 27604
TELEPHONE NUMBER: [phone]
FACSIMILE NUMBER: [phone]
For more information, visit our web site at: it2o.ennstate.nc.us/ndpu/
FORM: FTA 06/00 Page 1 of 5

Application Number: Ug 000? /Ca�, be completed by DWQ)
I. GENERAL INFORMATION:
1. Applicant's name (name of the municipality, corporation, individual, etc.):
West Canton Water and Sewer District
2. Owner's or signing official's name and title (15A NCAC 2H .0206(b)):
James W. Stevens, Chairman
3. Name and complete address of applicant: West Canton Water and Sewer District
215 North Main Street
City: Waynesville State: North Carolina Zip: 28786
Telephone number: ( 828 ) 452-6625 Facsimile number: ( 828 ) 452-6715
4. Project name (name of the subdivision, facility or establishment, etc.):
West Canton Sewer System Improvements
5. County where project is located: Haywood
6. Fee submitted: $ 400.00 (See Instruction C.)
7. Name and complete address of engineering firm: McGill Associates, P.A.
55 Broad Street
City: Asheville State: North Carolina Zip: 28801
Telephone number: ( 828 ) 252-0575 Facsimile number: ( 828 ) 252-2518
8. Name and affiliation of contact person who can answer questions about application - ---a— _ _I-;----
Randall D. Hintz, P.E. or Dana Bolden ii !i� . I (N I—� ' /+ �I
L
APR 15 2002 ,
II. PERMIT INFORMATION:
ice.--- — -- ---
1. Project is: X new; modification
2. If this application is being submitted as a result of a modification to an existing permit, provide:
existing permit number and the issuance date
3. Applicant is: X public private
If private, units (lots, townhomes, etc.) are: leased (Skip to item III.); sold
If sold, facilities owned by a: public utility (See Instruction D.);
homeowners' association/developer (See Instruction E.)
III. INFORMATION ON WASTEWATER:
1. Please provide a one- or two -word description specifying the origin of the wastewater (school,
subdivision, hospital, commercial facility, industry, apartments, condominiums, etc.): Service area is
predominantly residential in character with a few small businesses and churches
2. Volume of wastewater generated by this project: 103,500 gallons per day
3. Explanation of how wastewater flow was determined (15A NCAC 2H .0219(1)): 342 dwellings w/
2.5 bedrooms each (average) (a), 120 gal/day-bedroom; 3 churches w/ 100 seats each (a, 3 gal/seat
4. Nature of wastewater: 100 % Domestic/Commercial; % Industrial;
% Other waste - specify:
FORM: FTA 06/00 Page 2 of 5

5. If wastewater is industrial in nature:
a. Level of pretreatment that has been provided to ensure protection of the receiving collection system
and wastewater treatment facility:
b. If a pretreatment permit is required, has one been issued? Yes; No. If yes, please
attach a copy of the pretreatment permit. If no, provide date application was submitted:
IV. DESIGN INFORMATION:
1. Brief project description: The proiect includes approximately 31,350 feet of gravity sewer and
related appurtenances, two sewer pump stations, and approximately 5,714 feet of 6-inch force main
2. Owner and name of wastewater treatment facility (WWTF) receiving wastewater (See Instruction F.): _
Blue Ridge Paper Products, Inc.
3. WWTF permit number (NC00***** or WQ00*****): NC0000272
4. List the owner(s) of any intermediate sewers if different from applicant or owner of WWTF (See
Instruction F.): Discharge is to a Town of Canton interceptor _just upstream of the Blue
Ridge Paper Products, Inc. WWTP.
5. Summary of GRAVITY SEWER to be permitted:
Diameter
(inches)
Length
(linear feet)
8-inch
31,350
6. Does the subject gravity sewer collection system comply with the most recent version of the Gravity
Sewer Minimum Design Criteria and 15A NCAC 2H .0200? X Yes; No. If no, please
identify criteria and explain:
7. Summary of PUMP STATIONS to be permitted:
No. or
Name
Design Flow
(MGD)
Pump Operational Points
_ GPM @_ feet TDH
Reliability Option
Selected
.Tames St
0.0795
215 GPM @ 201' TDH
Stand-by power supply onsite
Terrace Dr
0.0183
55GPM @ 60' TDH
Stand-by power supply onsite
FORM: FTA 06/00 Page 3 of 5

8. Summary of FORCE MAIN to be permitted:
Diameter
(inches)
Length
(linear feet)
6-inch
5,714
9. List any equipment being utilized that is not specifically mentioned elsewhere in the application or as
part of the Minimum Design Criteria (e.g., telemetry, hoist, odor control equipment, mechanical bar
screens, etc.):
10. Do the subject pump stations and force mains comply with the Minimum Design Criteria for the Fast -
Track Permitting of Pump Stations and Force Mains document adopted June 1, 2000 and 15A NCAC 2H
0200? X Yes; No. If no, please identify criteria and explain:
NOTE: If you responded NO to item IVA and/or item IV.10. above, two (2) copies
of detailed plans, specifications, supporting information, and any other materials
pertaining to the identified criteria should be submitted with the
completed and appropriately executed application form.
FORM: FTA 06/00 Page 4 of 5

4VC00-1a�
V. CERTIFICATIONS
Professional Engineer's Certification:
I, Randall D. Hintz , attest that this application for
West Canton Sewer System Improvements has been reviewed by me and is
accurate, complete and consistent with the information in the engineering plans, calculations, and all other
supporting documentation to the best of my knowledge. I further attest that to the best of my knowledge the
proposed design has been prepared in accordance with the applicable regulations, Gravity Sewer Minimum
Design Criteria for Gravity Sewers adopted February 12, 1996, and the Minimum Design Criteria for the
Fast -Track Permitting of Pump Stations and Force Mains adopted June 1, 2000. Although certain portions of
this submittal package may have been developed by other professionals, inclusion of these materials under
my signature and seal signifies that I have reviewed this material and have judged it to be consistent with the
proposed design. Note: In accordance with NC General Statutes 143-215.6A and 143-215.613, any person
who knowingly makes any false statement, representation, or certification in any application shall be guilty of
a Class 2 misdemeanor which may include a fine not to exceed $10,000 as well as civil penalties up to
$25,000 per violation.
North Carolina Professional Engineer's seal, signature, and date:
Applicant's Certification:
I, James W. Stevens , attest that this application for
West Canton Sewer Svstem Improvements has
been reviewed by me and is accurate and complete to the best of my knowledge. I understand that if all
required parts of this application are not completed and that if all required supporting information and
attachments are not included, this application package will be returned to me as incomplete. Note: In
accordance with NC General Statutes 143-215.6A and 143-215.613, any person who knowingly makes any
false statement, representation, or certification in any application shall be guilty of a Class 2 misdemeanor
which may includA a fine not to exceed $1A 090 as well as civil penalties up to $25,000 per violation.
Signature: Date:
1 APR 15 2002
FORM: FTA 06/00 Page 5 of 5

04/11/2002 09:47 4
04/f0/2002 08:35 PAX 8282522518 MCCILL ASSOCS.
PAGE 02
16 00::
r
State of North Carolina
Department of Environment and Natural Resources
Division of Water Quality
WATERSHED CLASSIFICATION ATTACHMENT
Any changes made to this form will result in the application being returned.
(!RIS FORM AMrBE PHOTOCOPIED FOR USE ASAN ORIGINAL)
INSTRUCTIONS:
To determine the classification of the wateinhwks) hi which the sub4act pmject will be located, you are required to
submit this form, with Items I through g completed, to the ap�opriate Division of Water Quality Regional Office
Water Quality Supervisor (sce Page 2 of 2) poor to submittal of the application. for review. At a minimum, you must
include at, 8,5" by l 1" copy of the portion of a 7.5=minute IJ${:i$ Topp��graphie Mel that shows the surface waters
irmnediately downslope of the project. You trust identify the location of the project and the closest downslopc
surthce waters (waters for which you are requesting the elassifietation on the submitted map copy. If the facility is
located in the Neu -se River Basin, also inoiude a copy of the soli survey map for the project location. The
corresponding non -discharge application may not be submitted until this form is completed by the appropriate
regional office and included with the submittal.
1. Applicant's name ('name of the municipality, coriwatWn, Individual, etc,):
_ .Wust Canton.Water_aud Sewer DhWet
z. Name and complete address of applicant; Wert Canton Water and Sewer District
215 North Main Street
City: Waynesville State: North Carolina Zip: 28786
Telepltone nurnher: ( 828 ) 45 -662S Fusimile number: ( 828 _) 452-6715
I. Project name (name of the subdivlSlon, facility or embushment, etc.): _
Wcst Canton Sewer System iltlgroVelueah _
4. County whew project iti located; HILT"d
5. Name(s) of closest surface waters: il.T, to Patton Br4x h & U.T. to Plaeou River
6. River basin(s) in which the project is located: -OM - ftetech Broad
7_ Topographic map name and date: Canton, NC
8_ North Carolina Professional Unginew's seal, signature, and date: ``,`��t►""•,�.trt' _ -
o�H CARD _
APR 1 5 2002011F
J,nu1u
TO: 119C.IONAL OFFICE. WATER QUALITY SUPERVISOR
Please provide the with the classifications) of the aurfaee watmis, waberahed(s), and appropriate river basins) where
those, activities will occur, aA identified on the attached map segment:
Name(s) of Surface waters and river basin(s): wV
Classillealion(s) (ass established by the WC):
proposed classification(s), if applicable:
Rivet basin buffer rules, if applicable:
Signaturc of rcgionaI office personneL•
FORM; WSCA 10/99 Page 1 of
Date; ' i t Q
12,
04/10/2002 WED 22:49 [TX/RX NO 81131 U 002

T0)
T4C ZdUn of Tanton, CN. c
Office of The Town Manager
H CE
WILLIAM G. STAMEY
TOWN MANAGER
April 1, 2002
Mr. James W. Stevens, Chairman
West Canton Water and Sewer District
215 North Main Street
Waynesville, North Carolina 28786
Re: Acceptance of Wastewater
Chairman Stevens:
The Town of Canton hereby agrees to accept the wastewater generated by the West
Canton Water and Sewer District's West Canton Sewer System Improvements project into
the Town's sewerage collection system. Average flows of up to 103,500 gallons per day
will be accepted into the system under this authorization. The wastewater will be
conveyed to the Blue Ridge Paper Products, Inc. wastewater treatment plant for treatment
under the Town of Canton's existing 900,000 gallon per day flow allocation contract with
the plant.
Sincerely,
�4
.G Stara y
\Kki
Town Manager
McGIZZ AS
01? r
Pr°lect '��,

„ .
,.
MEMO TO: State Review Gro Division of Environmental Management
Asheville Regional Office
FROM: Forrest R. 11 WQ Regional Supervisor 7/17/95
SUBJECT: Procedure Four (4)
APN WQ0011281 State Review Group Michael -Allen
NC 215 Main Street_ Review Engineer
Sewers -Public
Haywood County Regional Office Contact Keith Haynes
1) Name of wastewater treatment plant to receive the wastewater
Champion International
2) WWTP design capacity 29 MGD
3) NPDES Permit No. NC0000272 Expiration Date
4) Compliance Information:
Present treatment plant performance
for
previous _5_ months
- beginning
_12/01L94_
Permits/SOC
Limits
Monthly
Average
SEE ATTACHED
5) Quantity and type of wastewater from proposed sewers:
153,000 GPD
domestic 100.
industrial
other
6)Volume from previously approved projects not yet tributary to
WWTP GPD
7) Regional Recommendations: Approval X Denial
(Any additional comments should be attached to this form)
Champion's WWTP should be able to handle the additional flow from the
proposed project.

State of North Carolin,
Department of Environment,
Health and Natural Resources
Division of Environmental Management
James B. Hunt, Jr., Governor
Jonathan B. Howes, Secretary
A. Preston Howard, Jr., P.E., Director
July 10, 1995
MR WILLIAM STAMEY
TOWN OF CANTON
TOWN OF CANTON
CANTON, NORTH CAROLINA 28716
Dear MR STAMEY:
14
0�
E 3EHNR
Subject: Application No. WQ0011281
N.C. 215 Main Street
Sewers -Public
Haywood County
The Division's Permits and Engineering Unit acknowledges receipt of your permit application and
supporting materials on July 10, 1995. This application has been assigned the number listed above.
PLEASE REFER TO THE ABOVE WATER QUALITY NUMBER WHEN MAKING
INQUIRES ON THIS PROJECT.
Your project has been assigned to Michael Allen for a detailed engineering review. Should there be any
questions concerning your project, the reviewer will contact you with an additional information letter.
Be aware that the Division's regional office, copied below, must provide recommendations from the
Regional Supervisor or a Procedure Four Evaluation for this project, prior to final action by the
Division.
If you have any questions, please contact Michael Allen at [phone] extension 547. If the
engineer is unavailable, you may leave a message on their voice mail and they will respond promptly.
Please reference the above application number when leaving a message.
Sincerely,
Carolyn cCaskill
Supervisor, State Engineering Review Group
I t tl
cc: Asheville Regional Office JUL l 2 �99�
McGill Associates t
Pollution Prevention Pays
P.O. Box 29535, Raleigh, North Carolina 27626-0535 Telephone [phone]
\�4 An Equal Opportunity Affirmative Action Employe:

State of North Carolina
Department of Environment, Health, and Natural Resources
- - - Division of Environmental Management
Non -Discharge Permit Application
(THIS FORM MAYBE PHOTOCOPIED FOR USE AS AA' ORIGINAL)
GRAVITY SEWER EXTENSION
-�- PUMP STATIONS, AND PRESSURE SKWERS
I., GENERAL INFORMATION:
1. Applicant (corporation, individual, or other):
7ban of C�1t
2. —Print Owners or Signing Official's Name and Title (the person who is legally
responsible for the facility and its compliance): V&lha, Story, 'fin Mmager
,_3 __.-- Mailing Address: TJiAn Of C
__--- _-- -- _ City: C State: Dbrth C�tmLi , Zip: 28716
Telephone No.: 7( 0 ) 648 - 2363
-
��� 4.a Project Name (subditzsion, facility, or establishment name - should be consistent with
project name.on plans/specs., letters of flow acceptance, Operational'Agreements, etc.):
y 1C 215Abin Street SaEr Sysban ItTjxuom-e s
5. Application Date: June 6. 1995 6. Fee Submitted: S400.00
_� 7. -__County where project is located: Hwwaod
- II. PERMIT WFORMATION:
1. Permit No. (will be completed by DENI):
2: -- Specify whether project is: x new; renewal*; modification.
*If renewal, complete only sections I through III and applicant signature
(on pg.9). Submit only pgs. 1, 2, 9 (original and 3 copies of each). Engineer
signature not required for renewal.
3. If this application is being submitted as a result of a renewal or modification to an
- -.. existing_ permit, list the existing permit number and issue date

GRAVITY SEWER EX 'SION & PUMP STA-MONir
PAGE 2 (4/91)
YII. INFORMATION ON WASTEWATER:
1. Nature of Wastewater. 100 % Domcstic; % Commercial;
% Industrial; % Other waste (specify):
2. Please provide a one or two word description specifying the origin of the wastewater,
such as school, subdivision, hospital, commercial, industrial, apartments, etc.:
stdivisim
3. Indicate any parameter (and its concentration) that will be greater than normal domestic
levels: rr m
4. If wastewater is not domestic in nature, what level of pretreatment has been provided to
ensure protection of the receiving wastewater treatment facility?
Volume of wastewater generated by this project: 153,300 gallons per day
Explanation of how wastewater volume was determined: 438 Imes X 3.5 tale per hie
IV: DESIGN PgFORMATION:
1. Brief project description: 'Ile PmJect gem lly mists of amrcminately 885 lirnar felt of
.8" diareter ductile ire gravity sus Lire and Irately 425 linear feet of 6" dia[etar
ductile -1= fore= alb with a duplex cpan:hx girp sta-ti m, valve vault and other a_ss ated
2. Name, of wastewater treatment facility receiving wastewater.
a. Facility permit no.: NC0000272
b. Engineer should provide statement of his evaluation of downstream sewers to
accept the wastewater: I -b:ean semis are of adeguats size and capacity to
aoept the flan ca-Larabad by this pra'ecL
2 of 10

GRAVITY SEWER EXTENSION & PUMP STATION
PAGE 3 (4191)
3. Summary of sewer pipe by diameter size and pipe material. Indicate here whether C
factor or N factor is used and circle C or N below: N
Dia4 Length Pipe C or N Min. - Max. Minimum Max. Minimum
(In.) (loin. Ft) Material Factor Slope % Slope % Velocity (fps) Vel.(fps) Cover (in)
8 885 DIP 0.013 1.50' 4.41 3.19 4.67 18
NOTE: The minimum velocity must not be less than 2 fps.
For public sewers the minimum diameter is 8 inches.
4.. Anchors shall be provided for sewers with slopes greater than 20 %. The anchor
spacing shall be as follows:
a. 36 feet separation for slopes of 21 % to 35%;
b. 24 feet separation for slopes of 36% to 50%;
c. 1-6 feet sdparation for slopes of 50% and greater.
For velocities greater than 15 fps, it is strongly recommended that treasures be
considered which will protect the sewers and manholes from erosion. For velocities
greater than 20 fps, erosion control measures must be specified_
For any excessive slopes or velocities that occur in any sewer line segment, what
measures have been taken to protect the sewer pipe and manholes?
N/A
_5. Maximum sewer reach length between manholes: 300-00' linear feet
6.. This sewer line segment occurs between manhole no. 10+50 and manhole no 13+50
---7. -- Does the ownerloperator have the ability to clean this length? X Yes No.
8. Sewer subject to existing or planned u-ic bearing loads? X Yes No.
If yes, what measures are bring taken to enable the sewers to -withstand the loads?
9. Outside drop manholes arc provided where in%,tn separations exceed: N/A feet.
10. Idenrify (by manhole number) those manholes that have drop connecrions: N/A

GRAVITY SEWER EX' SION & PUMP STATION
PAGE 4 (4/91)
11. Maximum allowable infiltration&xfiltra6on test rate: 100 GPD/ pipe dia_ in./mile.
Note: Must not exceed 200 GPD/ pipe dia. in./ mile.
12. Minimum separation distances as shown on the plans or addressed in the specifications:
a) 100 ft. horizontal separation from wells or other water supplies? x Yes _ No
b) 12 in. vertical separation from storm sewer or ferrous pipe
�- -- — sanitary sewer specified? x Yes _ No
c) 10 ft. horizontal separation from water mains or 18 in. vertical
separation (water over sewer) or ferrous pipe specified? x ' Yes —No
13. Are manholes 'subject to flooding? _Yes ) No
14. If yes, are manhole rim elevations 1 foot above 100-year flood level, . —Yes —No
-(100 year flood elevation should be indicated on plans)
1S..: Or are manholes watertight and vented 1 foot above the 100-year _
flood elevation ( should be shown on plans): _Yes. —No,
---16. - Identify (by manhole number) those manholes that are vented: N/A
.17. Does this project involve any stream crossings? _ yes 2L no. If yes, what precautions
or special features have been utilized to ensure protection of the sewer line and not
restrict stream flow? Identify the shect of the plans and station number where stream
-- - crossings are located:
4 of 10

GRAVITY SEWER EXTENSIONI.&PLEMP STATION
PAGE 5 of 10 (4/9 1)
V. PUMP STATION INFORMATION
1. Pump Station No.: i (A separate sheet Y-1 through V-15 should be
submitted for each pump station)
2. Name of closest downslope surface waters:
3. Classification of closest downslope surface waters: C' (as established
by the Environmental Management Commission & specified on page 6 of this applic.).
If a power failure at this pump station could impact waters classified as WS, SA, B, or
SB, describe which of the measures are being implemented to prevent such impact, as
required in 15A NCAC 2H.0200:
5. What size pumps are provided? 321 GPM
6.. How many pumps are provided?
2
7-.;.-,- What is the maximum capacity' of the pump station? 153,300 GPD
8.34
What -is the design total dynamic head?
feet,
9. How many pumping cycles will occur at the design flow rate? 6 cycles per hour
10. Check if provided at pump station:
Alternate Power Source
Wet Well Vented with Screen X
Fillets in Wet Well X
Check Valves and Gate Valves X
Security Fencing
Lockable Wu Well Cover X
Aim Licht
11 OV Electrical Convenience Outlet X
Flood/Buoyancy Protection
Hi gh Water Al�rAlarmX Audible and Visual
- Auto Dialer
Summary of force main (by diameter size and pipe material):
.—Diameter.Length Pipe High Low Minimum Maximum M�mum
. (Inches) (Linear Ft) Material Elevation Elevation 'Velociry(fps)' Vel-(fps) Cover (in)
6­ 425 DIP 2617.71 2595.0 3.2 3.8 36
12.
13.
14.
Are air release valves provided at all high points along the force main (must be, provided
where the elevation difference exceeds 10 feet)? — yes — no N/A
Is pump station subject to flooding? yes X no. If yes, what measures are
being taken to protect against flooding?
If subject to flooding, specify the 100-year flood elevation: Feet MSL

GRAVITY SEWER EXI
PAGE 6 (4/91)
SION & PUMP STATION
TO: REGIONAL WATER QUALITY SUPERVISOR
Please provide me with the classification of the surface waters identified in number 5
below and on the attached map segment:
- Name of surface waters:
Classification (as established by the Environmental Management Commission):
Proposed Classification, if applicable:
Signature of regional office personnel: Date:
INSTRUCTIONS TO ENGINEER
In order to determine whether provisions for dual or standby power may be required for the
iubjmt facility, the classification of the closest downslope surface waters (the surface wafers that
any overflow from the facility would flow toward) must be determined. You are required to
..-submit this form, with items 1 through 10 completed, to the appropriate Division of Environmental
Management Regional Water Quality Supervisor (see attached listing).' At a minimum, you must
L include an 8.5" by 11" copy of the portion of a 7.5 minute USGS Topographic Map which shows
the subject surface waters. You must identify the location of the facility and the closest do Amslope
surface waters (waters for which you are requesting the classification) on the submitted map copy.
.:The application may not be submitted until this form is completed and included with the submittal.
1. Applicant (corporation, indi"lzdual, or other): '>-xn cf canon
2. ?Name and Complete Address of Engineering Ftrm: McQ11 Amodates. P.A..
- 55 Bmad Street
City: Asheville State: rbrtr� C amlirr� Zip: 28801
Telephone No. (704) 252- 0575
4: Pump station design flow: 153,300 GPD; 321 GPM
5.
7.
9.
10.
Name of closest downslope surface waters:. U. T. 'to Pigeon River
County(s) where project and surface waters are located: Hwocd
Map name and date: MZpmd, 1960
North Carolina Professional Engineer's Registration No. 7293
Print Name of Engineer
Seal and Signature (spec

Asheville Regional WQ Super.
59 Woodfin Place
Asheville. NC 28802
704/251-6208
. Av�:Y
Macon
Buncombe
Madison
Burkc7
McDowell
6ldweU
Mitchell -.
- Cherokee
Polk
Clay
Ruthertord
Graham
Swain
Haywood
Transylvania
Hmderson
Yancy
_
Jackson
Fayetteville Regional WQ Super
Wachovia Building, Suite 714
Fayeutville, NC 28301
9191486-1541
-Anson Moa e
Bbdm Robeson
Cumberland Richmond
Hamen Sampson
Hoke Scotland
Montgomery
Washington Regional WQ Super.
P O Box 1507
Washington, NC 27889
919/946-6481
,Jones
Beaufort
Bove
Lenoir
Camden
Martin
Chou -an
Pamlico
Craven
Pasquotank
Cummck-
Perquimans
Da-c
Pitt
Gates
Tyrell
Gram
Washington
Hertford
Wayne
_ HY&
V.umon-Salem Regional WQ Super.
8025 North Point Boulevard, Suite 100
Winston-Salem. NC 27106.
- .919/761-2351
Alamance Rockingham
AUeghany Randolph
Ashe Stokes
Caswell Surry
Davidson Watauga
Davie Wilkes
Forsyth Yad3dn
Guilford
Mooresville Regional WQ Super.
919 North Main Street
Mooresville, NC 28115
704/663-1699
Alexander M=k enburg
Cabarnis
Rowan
Catawba
S tanl y
Gaston
Union
Iredcll
Cleveland
Lincoln
Raleigh Regional VS'Q Super.
3800 Barren Dr., Suitt 101
Raleigh, NC 27609
919/733-2314
Chatham
Nash
Durham
Northampton
Edgc ombe
Orange
Franklin
Person
Granville
Vanx
Halifax
wake
Johnston
War, a
U__
1
Wilson
Wilmington Region. WQ Super.
127 Cardinal Drive Extension
Wilmington, NC 28405-38 :5
919/395-3900
Brunswick New Hanover
Carteret Onslow
Columbus Pender
DupIin

GRAVITY SEWER EX �SION & PUMP STATION '
PAGE 8 (4/91)
THIS APPLICATION PACKAGE WILL NOT BE ACCEPTED BY THE
DIVISION OF ENVIRONMENTAL MANAGEMENT UNLESS ALL OF
THE APPLICABLE ITEMS ARE INCLUDED WITH THE SUBMITTAL
Required Items
a. One original and three copies of the completed and appropriately executed application form.
b. Three sets of detailed plans and specifications signed and sealed by a North Carolina
` Professional Engineer.- The plans must include a general location map, a plan view of the
sewer extension, a profile of the sewer extension; details on the pump station, and, must
show the proximity of the sewer extension to other utilities and natural features.
Specifications may be omitted for delegated authorities. Each sheet of the plans and the first
page of the specifications must be signed and scaled. Three copies of the existing permit if
a renewal'or modification. .
e _::, .-Three copies. of all calculations, including pump selection, friction calculations, cycle
F-= time, pump curves (including system curves applicable with one pump running, two
pumps running, three pumps running, etc.), and evaluation of downstream pump stations.
= These items must be submitted under the signature and seal of the Nlorth Carolina
'_Professional Engineer.
d. The appropriate permit processing fee; in accordance ,%zth 1SA NCAC 2H .0205(c)(5).
e. If the owner/authority of the wastewater treatment facility (V►'WTF) that will be accepting
the wastewater flow from this project is different from the applicant of the project, then a
letter must be provided from the owner/authority of the V WTF specifying the volume of
flow that will be accepted. The letter should be a recent letter and should refer to the project
by the same name as that identified on the application and the plans/specifications.
f. An Operational Agreement (original and two copies) must be submitted if the sewer
extension will be serving single family residences, condominiums, mobile homes, or town
houses and if the subject sewer extension is owned by the individual residents, a
homeowners association, or a developer.
8 of 10

Name and Complete Address of Engineering Firm: Mill Assxiaias, P.A.
55 Broad Street
City: Ashe�rille State • Nxffi Cahn Zip: 2.8801
Telephone No. [phone]
Professional Engineer's Certification:
I, Jckn T. Cey, P.E. , attest that this application for
. and Pm Station has been`reviewed by me and is -accurate
and complete to. the best of my knowledge. I further attest that to the best of my knowledge the.
proposed design has been prepared in accordanee.with the applicable regulations. Although certain
portions of this submittal package may have been developed by other -professionals, inclusion of
these materials under my signature and seal signifies that I have reviewed this material and have
judged it to be consistent with the proposed design.
North Carolina Professional Engineers Registration Into. 7293
Print Name of Engineer JoYm T. Claw, P.E.
•
Seal and Signature (specify date • ,�: —
7293
Applicant's Certification: 4, `y`^V'� - yyf•i•nQm^��—�`�
1,9..
I, ToLl]ian G. Stay , attest"ihat Ls`ipplication for Gray-ltY Sir
Fkf ansinn arr7 P= Station -
has been re-6ewed by me and is accurate and complete to the best of my knowledge. I understand
that if all required parts of this application are not completed and that if all required supporting
infortnatio and attachments arc not included, this application package will be returned as
incomple C
Si amre �JWJ� �
� Date
, INCLUDING ALL SUPPORTING
INFORMATION AND MATERIALS, SHOULD BE SENT TO THE FOLLOWING ADDRESS:
NORTH CAROLINA DIVISION OF ENVIRONMENTAL MANAGEMENT
WATER QUALITY SECTION
PERMITS AND ENGINEERING UNIT
POST OFFICE BOX 29535
512 NORTH SALISBURY STREET
RALEIGH, NORTH CAROLINA 27626-0535
TELEPHONE NUNIBER: 919/733-5083

GRAVITY SEWER EXTENSION & PUMP STATION
PAGE 10 (4/91)
PERMIT APPLICATION PROCESSING FEES
(effective October 1, 1990)
CATEGORY NEW APPLICATIONS/ RENEWALS WITHOUT
MODIFICATIONS MODIFICATIONS
- - > 1,000,000 GPD
Industrial $400 $300
Domestie/Cooling Water $460 $300
-:. 10.001 .- 1,000,000 GPD,
_
--3=:=- =-= Industrial:' _ -._ - $4pp` - _ -$250=
_ _ -_ -
_--1inQ Vt'atcr-�- = -- - �$400_� -- - _ _---_=_-• - _ - ' -- �$250-
,r Domcstic/Coo g -
- 1,001 - 10,000 GPD-`--:777- - Industrial - $400- _ - $200 .. - -
-- — Domestic/Cooling Water - $400 - $200
< or =1,000 GPD and _.... -
Single Family Dwelling. S240 S 120
Sludge < or = 300 Ades S400
Sludge > 300 Acres - - _ - S400
=° Sewer Extensions
(aondelegated) - $400
Sewer Extensions
— -- _ -(delegated) $200.
Closed -Loop Recycle
or Evaporative $400
$250
0
$200
NOTE: The Fees for Soil Remediation Projects are the same as for Sludges.
Under .the Sewer Extension Fee, "delegated to municipalities" applies
only to those governmental jurisdictions that have specific delegation
review authority, as granted by the Division of Environmental
Management.
10 of 10

State of North Carolir►__
Department of Environment,
Health and Natural Resources
Division of Environmental Management
James B. Hunt, Jr., Governor
Jonathan B. Howes, Secretary
A. Preston Howard, Jr., P.E., Director
June 17, 1996
BOB PHILLIPS MAYOR
TOWN OF CANTON
P O BOX 987
CANTON NC 28716
r -
JUN 2 0 1996
Subject: Rescission of NPDES Permit No. NCO055956
Canton WTP, Town of
Haywood County
Dear Mayor Phillips:
;U4
Reference is made to your request for rescission of the subject NPDES Permit. Staff of the
Asheville Regional Office has confirmed that this discharge permit is no longer needed.
Therefore, in accordance with your request, NPDES Permit No. NCO055956 is rescinded,
effective immediately.
If in the future you wish again to discharge wastewater to the State's surface waters, you
must first apply for and receive a new NPDES Permit. Discharging without a valid NPDES
Permit.will subject the discharger to a civil penalty of up to $10,000 per day.
If it would be helpful to discuss this matter further, I would suggest that you contact Forrest
Westall, Water Quality Regional Supervisor, Asheville Regional Office at [phone].
Sincerely,
0�, Y_"r
�w A. Preston Howard, Jr., P.E.
cc: Mr. Jim Patrick, EPA
Haywood County Health Department
Ashev-ll'e�Regon la .Off ee aw/attarent�
Permits & Engineering Unit - Dave Goodrich - w/attachments
Fran McPherson, DEM Budget Office
Operator Training and Certification
Facilities Assessment Unit - Robert Farmer - w/attachments
Central Files - w/attachments
P.O. Box 29535, Raleigh, North Carolina 27626-0535 Telephone [phone] FAX [phone]
An Equal Opportunity Affirmative Action Employer 50% recycled/ 10% post -consumer paper -

CERTIFICATION OF PERMIT INACTIVATION
FACILITY NAME
PERMIT NO.
REGIONAL OFFICE
COUNTY
� C �.-TP
G.n, o cam.
V�C_1:ny� ,36
N�D
G- oc�
I CERTIFY TPL-�T I HAVE CONFIRMED BY
{�(} PERSONAL KNOWLEDGE
{ I SITE VISIT
y996
ACILITIES ASSESSMENT UNIT
THAT THIS FACILITY NO LONGER NEEDS THE ABOVE
REFERENCED PERMIT BECAUSE THE FACILITY WAS
{ I NEVER CONSTRUCTED
{ X ABANDONED
{ I OTHER (PLEASE SPECIFY)
THIS PERMIT SHOULD BE DELETED FROM THE PERMIT
TRACKING SYSTEM AND THE DIVISION BILLING SYSTEM
AND IF NECESSARY INACTIVATED ON THE COMPLIANCE
MONITORING SYSTEM.
CERTIFIER'S NAME
I---
DATE -

State of North Carolina
Department of Environmeni,
Health and Natural Resources
Division of Environmental Management
James B. Hunt, Jr., Governor
Jonathan B. Howes, Secretary
A. Preston Howard, Jr., P.E., Director
May 16, 1996
BOB PHU-LIPS MAYOR
TOWN OF CANTON
P O BOX 987
CANTON NC 28716
Subject: Acknowledgment of Permit Rescission Request
Canton WTP, Town of
NPDES Permit No.'NCO055956
Haywood County
Dear Mayor Phillips:
This is to acknowledge receipt of your request that NPDES Permit No. NCO055956 be
rescinded. Your request indicated the facility is closed and this permit is no longer needed.
1.1
By copy of this letter, I am requesting confirmation from our Asheville Regional Office that
this permit is no longer needed. After verification by the regional office that this permit is no
longer needed, NPDES Permit No. NCO055956 will be rescinded.
If there is a need for any additional information or clarification, please do not hesitate to
contact Robert Farmer at [phone], ext. 531.
Sincerely,
Z'. ZYJ7"
Robert L. Sledge, Supervisor
Compliance Group
cc: Water Quality Regional Supervisor - w/attachments
Permits & Engineering Unit - Dave Goodrich - w/attachments
Compliance/Rescission Files - w/attachments -
Central Files- w/attachments
P.O. Box 29535, Raleigh, North Carolina 27626-0535 Telephone [phone] FAX [phone]
An Equal Opportunity Affirmative Action Employer 50% recycled/ 10% post -consumer paper

o IrbE Tobin of Canton, R. C.
Office of Mayor and Board of Alderman
BOB PHILLIPS, Mayor
BILL D. EDWARDS, Aldermen
TED WOODRUFF, Aldermen
C' G. CRAWFORD, Aldermen
RONALD P. SPRINKLE, Aldermen
May 3, 1996
Mr _ na Sri d A. Good -rich
Permits and Engineez•ing Unit
Division of Environmental Management/
WQ Section
Post Office Box 29535
Raleigh, North Carolina 27626-0535
Dear Mr. C;oodri ch,
r „ �✓5 sr, t
..s ,?
6; f
The facility covered by NPDES Permi t No. NC 0055956, the Route : ' -
Creek Water Treatment Plant., has been permanently closed- F&
request that the permit be rescinded. I ==.
Sincerely,
Bob Phillips
Mayor
Town of Canton
BP/smp

NPDES FACILITY AND PERMIT DATA 05/15/96 10:52:44
UPDATE OPTION TRXID ! KEY NC0055956
PERSONAd_ DATA FACILITY APPLYINu rOR PERMIT REGION
FACILITY NAME) CANTON WTP, TOWN OF *** COUNTY> HAYWOOD 01
R'DDRESS: MAILING (REQUIRED) LOCATION (REQUIRED)
STREET: P.O. BOY 987 STREET: NCSR 1617
CITY: CANTON ST NC ZIP 2871S CITY: CANTON ST NC ZIP 28716
TELEPHONE [phone] DATE FEE PAID: 11/04/93 AMOUNT: 200.00
STATE CONTACT> ROBSON PERSON IN CHARGE ROBERT PHILLIPS
1=PROPOSED,2=EXIST,3=CLOSED 2 1=MAJOR,2=MINOR 2 1=MUN,2=NON—MUN 2
LAT: 3535170 LONG: 08250350 N=NEW,M=MODIFICATION,R=REISSUE> R
DATE APP RCVD 11/04/93 WASTELOAD REQS 11/16l93
DATE STAFF REP REQS 11/16/93 WASTELOAD RCVD 11l16/93
DATE STAFF REP RCVD 12/22/93 SCH TO ISSUE 02/28/91
DATE TO P NOTICE 01/14/94 DATE DRAFT PREPARED 12/22/93
DATE OT AG CON REQS / DATE DENIED /
DATE OT AG CON RCVD / i DATE RETURNED
DATE TO EPA i / DATE ISSUED 02/28/94 ASSIGN/CHANGE PERMIT
DATE FROM EPA ! / EXPIRATION DATE 11/70/95
FEE CODE C 4 ) 1=(>10MGD),2=()1MGD),3=(>O.1MGD),4=C<O.1MGD),5=SF,6=(GP25,64,79),
7=CGP49,73)8=(GP76)9=(GP13,34,30,52)0=(NOFEE) DIS/C 22 21 CONBILL C )
COMMENTS: EFFECTIVE 04.01.94/PERMIT RESCISSION REQUESTED 960503—RF
MESSAGE: *** DATA MODIFIED SUCCESSFULLY ***

State of North Carolin,,
Department of Environment,
Health and Natural Resources
Division of Environmental Management
James B.
Jonathan
A. Presto
n
Hunt, Jr., Governor
B. Howes, Secretary
Howard, Jr., P.E., Director
BOB PHILLIPS MAYOR
TOWN OF CANTON
P0BOX 987
CANTON NC 28716
IE_= "F1
Subject: Acknowledgment of Permit Rescission Request
Canton WTP, Town of
NPDES P_em_ut No. NCO055956
1Ia od County_
Dear Mayor Phillips:
This is to acknowledge receipt of your request that NPDES Permit No. NCO055956 be
rescinded. Your request indicated the facility is closed and this permit is no longer needed.
By copy of this letter, I am requesting confirmation from our Asheville Regional Office that
this permit is no longer needed. After verification by the regional office that this permit is no
longer needed, NPDES Permit No. NCO055956 will be rescinded.
If there is a need for any additional information or clarification, please do not hesitate to
contact Robert Farmer at [phone], ext. 531.
Sincerely;
Robert L. Sledge, Supervisor
Compliance Group
cc: Water -Quality Regional -Supervisor --w/attachments -- -,
Permits & Engineering Unit --Dave Goodrich W/attachments
Compliance/Rescission Files - w/attachments
Central Files- w/attachments I
P.O. Box 29535, Raleigh, North Carolina 27626-0535 Telephone [phone] FAX [phone]
An Equal Opportunity Affirmative Action Employer 50% recycled/ 10% post -consumer paper

Tbr Town of Canton, .0. C.
Office of Mayor and Board of Alderman
BOB PHILLIPS, Mayor
BILL D. EDWARDS, Aldermen
TED WOODRUFF, Aldermen
C. O. CRAWFORD, Aldermen
RONALD P. SPRINKLE, Aldermen
May 3, 1996
Mr _ Pa iri d A-' Goodrich
Permits and Engineering Unit
Division of Environmental Management/
WQ Section
Post Office Box 29535
Raleigh, North Carolina 27626-0535
Dear Mx-- Goodrich,
The facility covered by NPDES Permi t No. NC 0055956, the Rough ='
Creek Water Treatment Plant, has been permanently closed. Wd-
request that the permit be rescinded. a
—Z7
Sincerely,
r-
c
C*
6Bogb�Ptllips -�
Mayor
Town of Canton
BP/smp

NPDES FACILITY AND PERMIT DATA 05/15/96 10:52:44
UPDATE OPTION TRXID KEY NCO055956
PE;SONR,I_ DATA FACILITY APPLYIN- OR PERMIT REGION
FACILITY NAME> CANTON WTP, TOWN OF COUNTY> HAYWOOD 01
ADDRESS: MAILING CREQUIRED) LOCATION (REQUIRED)
STREET: P.O. BOX 987 STREET: NCSR 1617
CITY: CANTON ST NC ZIP 28716 CITY: CANTON ST NC ZIP 28715
TELEPHONE 704 S48 3427 DATE FEE PAID: 11/01/93 AMOUNT: 200.00
STATE CONTACT> ROBSON PERSON IN CHARGE ROBERT PHILLIPS
1=PROPOSED,2=EXIST,3=CLOSED 2 1=MAJOR,2=MINOR 2 1=MUN,2=NON-NUN 2
LAT: 3535170 LONG: 08250350 N=NEW,M=MODIFICATION,R=REISSUE> R
DATE APP RCVD 11/04/93 WASTELOAD REQS 11/16/93
DATE STAFF REP REQS 11/16/93 WASTELOAD RCVD 11/16/93
DATE STAFF REP RCVD 12/22/93 SCH TO ISSUE 02/28/94
DATE TO P NOTICE 01/11/94 DATE DRAFT PREPARED 12/22/93
DATE OT AG CON REQS / i DATE DENIED
DATE OT AG CON RCVD / / DATE RETURNED
DATE TO EPA / / DATE ISSUED 02/28/94 ASSIGN/CHANGE PERMIT
DATE FROM EPA / / EXPIRATION DATE 11/30/96
FEE CODE C 4 ) 1=C>10MGD),2=C>lMGD),3=(>O.lMGD),4=C<O.iMGD),5=SF,6=(GP25,64,79),
7=CGP49,73)8=CGP76)9=CGP13,34,30,52)0=CNOFEE) DIS/C 22 21 CONBILL C )
COMMENTS: EFFECTIVE 04.01.94/PERMIT RESCISSION REQUESTED 960503-RF
MESSAGE: *** DATA MODIFIED SUCCESSFULLY ***

{ State of North Carolina
Department of Environ.... „nt.
Health and Natural Resources
Division of Environmental Management
James B. Hunt, Jr., Governor
Jon han B. Howes, Secretary
P eston Howard, Jr., P.E., Director
January 12, 1995
Mr. William G. Stamey,
Town of Canton
Post Office Box 987
Canton, North Carolina
Dear Mr. Stamey:
Town Manager
28716
A 4
E:)EHNF1
Subject: Permit No. WQ0010221
Town of Canton
Beaverdam Industrial Park
Sewer Extension
Haywood County
In accordance with your application received October 31, 1994, we are forwarding herewith Permit
No. WQ0010221 dated January 12, 1995, to the Town of Canton for the construction and operation of the
subject wastewater collection extension. Please note, to account for the unknown industrial wastewater
flows, this permit requires written approval from the Division for any industrial sewer connection. The
total wastewater flow for this project shall not exceed 85,000 GPD, unless a permit modification is applied
for and received.
This permit shall be effective from the date of issuance until rescinded and shall be subject to the
conditions and limitations as specified therein.
If any parts, requirements, or limitations contained in this permit are unacceptable, you have the
right to request an adjudicatory hearing upon written request within thirty (30) days following receipt of
this permit. This request must be in the form of a written petition, conforming to Chapter 150B of the
North Carolina General Statutes, and filed with the Office of Administrative Hearings, P.O. Drawer
27447, Raleigh, NC 27611-7447. Unless such demands are made this permit shall be final and binding.
One set of approved plans and specifications is being forwarded to you. If you need additional
'information concerning this matter, please contact Mr. John Seymour at [phone].
cc: Haywood County Health Department
r---Asheville Regional Office, Water Quality Section
McGill Associates, P.A.
P.O. Box 29535, Raleigh, North Carolina 27626-0535
An Equal Opportunity Affirmative Action Employer
Sincerely,
A. Pres o Howard, r., P.E.
Telephone [phone] FAX [phone]
50% recycled/ 10% post -consumer paper
=I

NORTH CAROLINA
ENVIRONMENTAL MANAGEMENT COMMISSION
DEPARTMENT OF ENVIRONMENT, HEALTH AND NATURAL RESOURCES
RALEIGH
WASTEWATER COLLECTION PERMIT
In accordance with the provisions of Article 21 of Chapter 143, General Statutes of North Carolina as
amended, and other applicable Laws, Rules, and Regulations
PERMISSION IS HEREBY GRANTED TO
Town of Canton
Haywood County
FOR THE
construction and operation of approximately 3,908 linear feet of 8 inch gravity sewer to serve 25 single
family houses and an industrial park (six to eight sites) and the discharge of 85,000 GPD of collected
domestic and industrial wastewater into the Town of Canton's existing sewerage system, pursuant to the
application received October 31, 1994, and in conformity with the project plan, specifications, and other
supporting data subsequently filed and approved by the Department of Environment, Health and Natural
Resources and considered a part of this permit.
This permit shall be effective from the date of issuance until rescinded and shall be subject to the
following specified conditions and limitations:
1. This permit shall become voidable unless the facilities are constructed in accordance with the
conditions of this permit, the approved plans and specifications, and other supporting data.
2. This permit is effective only with respect to the nature and volume of wastes described in the
application and other supporting data.
3. The facilities must be properly maintained and operated at all tunes.
4. The sewage and wastewater collected by this system shall be treated in the Champion International
Wastewater Treatment Facility prior to being discharged into the receiving" stream.
5. This permit is not transferable. In the event there is a desire for the facilities to change ownership,
or there is a name change of the Permittee, a formal permit request must be submitted to the
Division of Environmental Management accompanied by an application fee, documentation from
the parties involved, and other supporting materials as may be appropriate. The approval of this
request will be considered on its merits and may or may not be approved.
6. Construction of the sewers, pump station(s) and force main shall be scheduled so as not to
interrupt service by the existing utilities nor result in an overflow or bypass discharge of
wastewater to the surface waters of the State.
7. Upon completion of construction and prior to operation of this permitted facility, a certification
must be received from a professional engineer certifying that the permitted facility has been
installed in accordance with this permit, the approved plans and specifications, and other
supporting materials. Mail the Certification to the Water Quality Permits and Engineering Unit,
P.O. Box 29535, Raleigh, NC 27626-0535.

8. A copy of the approve _ . .ans and specifications shall be mains d on file by the Permittee for a
minimum of five years from the date of the completion of construction.
9. Failure to abide by the conditions and limitations contained in this permit may subject the Permittee
to an enforcement action by the Division of Environmental Management, in accordance with North
Carolina General Statute 143-215.6(a) to 143-215.6(c).
10. The issuance of this permit does not preclude the Permittee from complying with any and all
statutes, rules, regulations, or ordinances which may be imposed by other government agencies
(local, state, and federal) which have jurisdiction.
11. In the event that the facilities fail to perform satisfactorily, including the creation of nuisance
conditions, the Permittee shall take immediate corrective action, including those as may be required
by this Division, such as the construction of additional or .replacement wastewater collection
facilities.
12. Noncompliance Notification:
The Permittee shall report by telephone to the Asheville Regional Office, telephone number 704/
251-6208 as soon as possible, but in no case more than 24 hours or on the next working day,
following the occurrence or first knowledge of the occurrence of either of the following:
a. Any process unit failure, due to known or unknown reasons, that renders the facility incapable
of adequate wastewater transport, such as mechanical or electrical failures of pumps, line
blockage or breakage, etc.; or
b. Any failure of a pumping station or sewer line resulting in a by-pass directly to receiving
waters without treatment of all or any portion of the influent to such station or facility.
Persons reporting such occurrences by telephone shall also file a written report in letter form within
15 days following first knowledge of the occurrence. This report must outline the actions taken or
proposed to be taken to ensure that the problem does not recur.
13. This permit shall become voidable unless the agreement between Town of Canton and Champion
International for the collection and final treatment of wastewater is in full force and effect.
14. If, at any time, the project total wastewater flow volume made tributary to this wastewater
collection system is found or expected to exceed the value permitted herein, a modification shall be
requested for this permit from the Division of Environmental Management, to properly allocate the
wastewater flow.
1,5.. Written approval shall be obtained from the Division of Environmental Management's Asheville
Regional Office prior to any industrial sewer connection, to account for the unknown industrial
wastewater flows.
Permit issued this the 12th day of January, 1995
NORTH CAROLINA ENVIRONMENTAL MANAGEMENT COMMISSION
A. Preston oward, Jr., PIE., Director
Division of -Environmental Management
By Authority of the Environmental Management Commission
Permit Number WQ0010221
2

Permit No. WQ0010221
January 12, 1995
ENGINEER'S CERTIFICATION
I, , as a duly registered Professional Engineer in the State of North
Carolina, having been authorized to observe (periodically, weekly, full time) the construction of the
project,
Project Name
Location
for the
Permittee hereby state that, to the best of my abilities, due care and diligence was used in the observation
of the construction such that the construction was observed to be built within substantial compliance and
intent of this permit, the approved plans and specifications, and other supporting materials.
Signature
Date
_r
Registration No.

State of North Carolina
Department of Environment,
k Health and Natural Resources
Division of Environmental Management
James B. Hunt, Jr.; Governor
Jonathan B. Howes, Secretary
Preston Howard, Jr., P.E., Director
1�
Robert Phillips
P0Box 987
Canton, NC 28716
Dear Mr. Phillips:
�4 • •
�EHNF=1
February 28, 1994
Subject: Permit No. NCO055956
Rough Creek WTP
Haywood County
In accordance with your application for discharge permit received on November 4, 1993,
we are forwarding herewith the subject state - NPDES permit. This permit is issued pursuant
to the requirements of North Carolina General Statute 143-215 .1 and the Memorandum of
Agreement between North Carolina and the US Environmental Protection agency dated
December 6, 1983.
If any parts, measurement frequencies or sampling requirements contained in this permit
are unacceptable to you, you have the right to an adjudicatory hearing upon written request
within thirty (30) days following receipt of this letter. This request must be in the form of a
written petition, conforming to Chapter 150B of the North Carolina General Statutes, and filed
with the Office of Administrative Hearings, Post Office Drawer 27447, Raleigh, North
Carolina 27611 -7447. Unless such demand is made, this decision shall be final and binding.
Please take notice this permit is not transferable. Part H, EA. addresses the requirements
to be followed in case of change in ownership or control of this discharge.
This permit does not affect the legal requirements to obtain other permits which may be
required by the Division of Environmental Management or permits required by the Division of
Land Resources, Coastal Area Management Act or any other Federal or Local governmental
permit that may be required.
If you have any questions concerning this permit, please contact Ms. Susan Robson at
telephone number 9191733-5083.
Sincerely,
Original Signed By
Coleen H. Sullins
A. Preston Howard, Jr.
cc: Mr. Jim Patrick, EPA
e&i4e2R•e gi on. ai ` ce
P.O. Box 29535, Raleigh, North Carolina 27626-0535 Telephone [phone] FAX [phone]
An Equal Opportunity Affirmative Action Employer 50% recycled/ 10% post -consumer paper

Perm o. NCO055956
STATE OF NORTH CAROLINA
DEPARTMENT OF ENVIRONMENT, HEALTH, AND NATURAL RESOURCES
DIVISION OF ENVIRONMENTAL MANAGEMENT
PERMIT
TO DISCHARGE WASTEWATER UNDER THE
In compliance with the provision of North Carolina General Statute 143-215.1,
other lawful standards and regulations promulgated and adopted by the North Carolina Environmental
Management Commission, and the Federal Water Pollution Control Act, as amended,
Town of Canton
is hereby authorized to discharge wastewater from a facility located at
the Rough Creek Water Treatment facility
Beaverdam Road
near Canton
Haywood County
to receiving waters designated as Rough Creek in the French Broad River Basin
in accordance with effluent limitations, monitoring requirements, and other conditions set forth in
Parts I, II, and III hereof.
This permit shall become effective April 1, 1994
This permit and the authorization to discharge shall expire at midnight on November 30, 1996
Signed this day February 28, 1994
Original Signed By
Coleen H. Sullins
A. Preston Howard, Jr., P.E., Director
Division of Environmental Management
By Authority of the Environmental Management Commission

Permit No. NC0055956
SUPPLEMENT TO PERMIT COVER SHEET
Town of Canton
is hereby authorized to:
1. Continue to operate a water treatment plant filter backwash system located at the Rough Creek
Water Treatment facility, Beaverdam Road, near Canton, Haywood County (See Part III of
this Permit), and
2. Discharge from said treatment works at the location specified on the attached map into Rough
Creek which is classified Class C-HQW waters in the French Broad River Basin.

RIOR
1'32 I'33
I
a
3
r
b r
)l
� erm
i J
)\a „
VVVVV

A. (). EFFLUENT LIMITATIONS AND MONITORING REQUIREMENTS FINAL Permit No. NCO055956
During the period beginning on the effective date of the permit and lasting until expiration, the Permittee is authorized to discharge from
outfall(s) serial number 001. Such discharges shall be limited and monitored by the permittee as specified below:
Effluent Characteristics
Discharge Limitations
Monitoring Requirements
Lbs/dav Units (specify.)
Measurement
Sample
*Sample
Mon. Avg, Daily Max Mon. Avg.
Daily Max.
Frequency
Type
Location
Flow
Weekly
Instantaneous
E
Total Suspended Solids
30.0 mg/I
45.0 mg/I
2/Month
Grab
E
Settleable Solids
0.1 m I/ I
0.2 m I/ I
Weekly
Grab
E
Turbidity
*
Weekly
Grab
U,D
Iron
Weekly
Grab
E
Total Residual Chlorine
Weekly
Grab
E
Aluminum
Weekly
Grab
E
*Sample locations: E - Effluent, U - Upstream, D - Downstream
**The discharge shall not cause the turbidity of the receiving water to exceed 50 NTU. If the turbidity exceeds these levels due to natural
background conditions, the discharge level cannot cause any increase in the turbidity in the receiving water.
All samples collected should be of a representative discharge.
The pH shall not be less than 6.0 standard units nor greater than 9.0 standard units and shall be monitored weekly at the effluent by grab
sample.
There shall be no discharge of floating solids or visible foam in other than trace amounts.

PART
Section B. Schedule of Compliance
1. The permittee shall comply with Final Effluent Limitations specified for discharges in
accordance with the following schedule:
Permittee shall comply with Final Effluent Limitations by the effective date of the permit unless
specified below.
2. Permittee shall at all times provide the operation and maintenance necessary to operate the
existing facilities at optimum efficiency.
No later than 14 calendar days following a date identified in the above schedule of compliance,
the permittee shall submit either a report of progress or, in the case of specific actions being
required by identified dates. a written notice of compliance or 'noncompliance. -In the latter
case, the notice shall include the cause of noncompliance, any remedial actions taken, and the
probability of meeting the next schedule requirements.

Pan II
Page 1 of 14
PART H
STA'N-DARD CONDITIONS FOR NPDES PER -NUTS
SECTION A. DEFINITIONS
I. Permit Issuing Authority
The Director of the Division of Environmental Management.
2. DE or Division
Means the Division of Environmental Management, Department of Environment, Health and
Natural Resources.
3. F-%1C
Used herein means the North Carolina Ern- ronmental'Management Commission.
4. Act or "the Act"
The Federal Water Pollution Control Act, also known as the Clean ''Vater Act, as amended. 33
USC 1251, et. seq.
5. Mas�z'Dav '`Measurements
a. The "monthly average discharge" is defined as the total mass of all daily discharges
sampled anLL'or measured during a calendar month on which daily discharges are sampled
and measured, divided b%- the number of daily discharges sampled and/or measured during
such month. It is therefore, an arithmetic mean found by adding the weights of the
pollutant found each day of the month and then dividing this sum by the number of days
the tests were reported. The limitation is identified as "?Monthly Average" in Pan I of the
perrry t.
b. The "weekly average discharge" is defined as the total mass of all daily discharges sampled
and/or measured during the calendar week (Sunday - Saturday) on which daily discharges
are sampled and measured, divided by the number of daily discharges sampled and/or
measured during such week. It is, therefore, an arithmetic mean found by adding the
weights of pollutants found each day of the week and then dividing this sum by the
number of days the tests were reported. This limitation is identified as "Weekly Average"
in Part I of the permit.
c. The "maximum daily discharge" is the total mass (weight) of a pollutant discharged during
a calendar day. If only one sample is taken during any calendar day the weight of pollutant
calculated from it is the "maximum daily discharge." This limitation is identified as "Daily
Maximum," in Part I of the permit.
d. The "average annual discharge" is defined as the total mass of all daily discharges sampled
and/or measured during the calendar year on which daily discharges are sampled and
measured, divided by the number of daily discharges sampled and/or measured during such
year. It is. therefore, an arithmetic mean found by adding the weights of pollutants found
each day of the year and then dividing this sum by the number of days the tests were
reported. This limitation is defined as "Annual Average" in Part I of the permit.

� : t
AW
NCDENR
North Carolina Department of Environment and Natural Resources
Beverly Eaves Perdue
Governor
A. B. Matthews, Town Manager
Town of Canton
58 Park Street
Canton, N.C. 28716
Dear Mr. Matthews:
Division of Water Quality
Coleen H. Sullins
Director
August 22, 2011
Dee Freeman
Secretary
Subject: Permit No. WQ0035518
Town of Canton
Champion Drive Sewer Improvements
Pump Station #10
Haywood County
In accordance with your application received August 8, 2011, we are forwarding herewith
Permit No. WQ0035518, dated August 22, 2011, to the Town of Canton for the construction and
operation of the subject wastewater collection system extension. This permit shall be effective from the
date of issuance until rescinded, and shall be subject to the conditions and limitations as specified
therein. This cover letter shall be considered a part of this permit and is incorporated therein by
reference. Please send Jeff Menzel or Don Price a copv of the "notice to proceed" issued to vour
contractor for this collection system extension.
Please pay particular attention to Permit Condition 3 which requires that the wastewater
collection facilities be properly operated and maintained in accordance with 15A NCAC 2T .0403 or any
individual system -wide collection system permit issued to the Permittee.
Permitting of this project does not constitute an acceptance of any part of the project that does
not meet 15A NCAC 2T; the Division of Water Quality's (Division) Gravity Sewer Minimum Design
Criteria adopted February 12, 1996 as applicable; and the Division's Minimum Design Criteria for the
Fast -Track Permitting of Pump Stations and Force Mains adopted June 1, 2000 as applicable, unless
specifically mentioned herein. Division approval is based on acceptance of the certification provided by
the North Carolina -licensed Professional Engineer named in the application. It shall be the Permittee's
responsibility to ensure that the as -constructed project meets the appropriate design criteria and rules.
Failure to comply may result in penalties in accordance with North Carolina General Statute §143-
215.6A through §143-215.6C, construction of additional or replacement wastewater collection facilities,
and/or referral of the North Carolina -licensed Professional Engineer to the licensing board.
Asheville Regional Office
2090 US Highway 70, Swannanoa, NC 28778
Internet www.ncwaterquality.org
Telephone [phone] Fax [phone]
PENR Customer Service Center
An Equal Opportunity Action Employer
Telephone [phone]
50% recycled/10% post -consumer paper

�,:
Town of Canton August 22, 2011 Page 2
In accordance with the provisions of Article 21 of Chapter 143, General Statutes of North Carolina as
amended, and other applicable Laws, Rules, and Regulations, permission is hereby granted to the
Town of Canton for the construction and operation of approximately 150 linear feet of 8-inch gravity
sewer; a 300—gallon per minute pump station with duplex pumps, on -site audible and visual high water
alarms, a permanent generator with telemetry as well as approximately 875 linear feet of 6-inch force
main as part of the Champion Drive Sewer Improvements project. The discharge of collected domestic
wastewater will go into the Blue Ridge Paper Products (Evergreen Packaging) existing sewerage
system, pursuant to the application received August 8, 2011 and in conformity with 15A NCAC 2T; the
Division's Gravity Sewer Minimum Design Criteria adopted February 12, 1996 as applicable; the
Division's Minimum Design Criteria for the Fast -Track Permitting of Pump Stations and Force Mains
adopted June 1, 2000 as applicable; and other supporting data subsequently filed and approved by the
Department of Environment and Natural Resources and considered a part of this permit;
The sewage and wastewater collected by this system shall be treated in the Blue Ridge Paper
Products Wastewater Treatment Facility (Permit No. NC0000272) prior to being discharged into the
receiving stream.
If any parts, requirements, or limitations contained in this permit are unacceptable, you have the
right to request an adjudicatory hearing upon written request within 30 days following receipt of this
permit. This request must be in the form of a written petition, conforming to Chapter 150E of North
Carolina General Statutes, and filed with the Office of Administrative Hearings, 6714 Mail Service
Center, Raleigh, NC 27699-6714. Unless such demands are made, this permit shall be final and
binding.
If you need additional information concerning this matter, please contact Jeff Menzel or Don
Price at [phone].
Sincerely,
for Coleen H. Sullins, Director
Division of Water Quality
cc: Haywood County Building Inspector
ARO. Surface -Later I3cotectiorla,M,lAN,
`i`' ilZ'e W` resaIZ P.E./McGill Associates, P.A.
Surface Water Protection Section Central Files
PERCS Files .
SASWP1HaywoodlCollection Systems\Canton Collection System1WQ0035518 Champion Drive Sewer Improvements Pump Station
#10 08-22-2011.doc

NORTH CAROLINA
ENVIRONMENTAL MANAGEMENT COMMISSION
DEPARTMENT OF ENVIRONMENT AND NATURAL RESOURCES
RALEIGH
WASTEWATER COLLECTION SYSTEM EXTENSION PERMIT
This permit shall be effective from the date of issuance until rescinded and shall be subject to the
following specified conditions and limitations:
This permit shall become voidable unless the wastewater collection facilities are constructed in
accordance with the conditions of this permit; 15A NCAC .0200; the Division of Water Quality's
(Division) Gravity Sewer Minimum Design Criteria adopted February 12, 1996 as applicable; the
Division's Minimum Design Criteria for the Fast -Track Permitting of Pump Stations and Force
Mains adopted June 1, 2000 as applicable; and other supporting materials unless specifically
mentioned herein.
2. This permit shall be effective only with respect to the nature and volume of wastes described in the
application and other supporting data.
3. The wastewater collection facilities shall be properly maintained and operated at all times. The
Permittee shall maintain compliance with an individual system -wide collection system permit for the
operation and maintenance of these facilities as required by 15A NCAC 2T .0403. If an individual
permit is not required, the following performance criteria shall be met as provided in 15A NCAC 2T
.0403:
a. The sewer system shall be effectively maintained and operated at all times to prevent
discharge to land or surface waters, and any contravention of the groundwater standards in
15A NCAC 2L .0200 or the surface water standards in 15A NCAC 2B .0200.
b. A map of the sewer system shall be developed and shall be actively maintained.
c. An operation and maintenance plan shall be developed and implemented.
d. Pump stations that are not connected to a telemetry system shall be inspected every day (i.e.
365 days per year). Pump stations that. are connected to a telemetry system shall be
inspected at least once per week..
e. High -priority sewer lines shall be inspected at least once per every six-month period of time.
f. A general observation of the entire sewer system shall be conducted at least once per year.
g. Inspection and maintenance records shall be maintained for a period of at least three years.
h. Overflows and bypasses shall be reported to the appropriate Division regional office in
accordance with 15A NCAC 2B .0506(a), and public notice shall be provided as required by
North Carolina General Statute §143-215.1 C.

4. This permit shall not be transferable. In th
facilities to change ownership, or there is a n;
shall be submitted to the Division accompan
other supporting materials as may be ap
considered on its merits and may or may not I
5. Construction of the gravity sewers, pump s
interrupt service by the existing utilities nor
to the surface waters of the State.
L
7
0
Upon completion of construction and prior to c
copy of the construction record drawings, as
stations permitted as part of this project
Professional Engineer certifying that the fai
permit; 15A NCAC 2T; the Division's Gravity
applicable; the Division's Minimum Design C
and Force Main adopted June 1, 2000 as app
is to be completed in phases and partially
further construction approved under the se
completion once the entire project has bei
drawings, indicating the facilities constructed
each partial certification. Mail the Engineer',
Drawings," and one copy of the supporting
Unit, 1617 Mail Service Center, Raleigh, NC 2
A copy of the construction record drawings
of the wastewater collection facilities.
Failure to abide by the conditions and lim
Division's Gravity Sewer Design Criteria ad
Minimum Design Criteria for the Fast -Track
June 1, 2000 as applicable; and other sL
enforcement action by the Division, in acc
215.6A through §143-215.6C.
9. In the event that the wastewater collection
creation of nuisance conditions, the Permits
those as may be required by this Division,
facilities.
10. The issuance of this permit shall not exe
statutes, rules, regulations, or ordinances 1
(local, state and federal) which have jurisdic
rules in 15A NCAC 2B .0200, erosion and s
and under the Division's General Permit NCI
under 15A NCAC 213.0200 and 15A NCAC
11. Noncompliance Notification:
event there is a desire for the wastewater collection
ie change of the Permittee, a formal permit request
d by documentation from the parties involved, and
opriate. The approval of this request shall be
approved.
)ns, and force mains shall be scheduled so as not to
ult in an overflow or bypass discharge of wastewater
erp ation of these permitted facilities, a certification, a
well as supporting design calculations for any pump
;hall be received from a North Carolina -licensed
ilities have been installed in accordance with this
'ewer Design Criteria adopted February 12, 1996 as
iteria for the Fast -Track Permitting of Pump Station
icable; and other supporting materials. If this project
;ertified, you shall retain the responsibility to track
ne permit, and shall provide a final certificate of
!n completed. A copy of the construction record
in the phase being certified, shall be submitted with
Certification, one copy of the "Construction Record
lesign calculations to the Non -Discharge Permitting
7699-1617.
II be maintained on file by the Permittee for the life
itions contained in this permit; 15A NCAC 2T.; the
)ted February 12, 1996 as applicable; the Division's
'ermitting of Pump Station and Force Mains adopted
porting materials may subject the Permittee to an
dance with North Carolina General Statutes §143-
facilities fail to perform satisfactorily, including the
:e shall take immediate corrective action, including
ich as the construction of additional or replacement
pt the Permittee from complying with any and all
at may be imposed by other government agencies
m, including but not limited to applicable river buffer
limentation control requirements in 15A NCAC Ch. 4
)10000, and any requirements pertaining to wetlands
1.0500.
The Permittee shall report by telephone to a'water quality staff member at the Asheville Regional
Office, telephone number [phone], as soon as possible, but in no case more than 24 hours
or on the next working day, following the occurrence or first knowledge of the occurrence of either
of the following:
2

PERMIT W00035518. Town of Canton. Champion Drive Sewer Pump Station #10. Haywood County August 22. 2011
a. Any process unit failure, due to known or unknown reasons, that renders the facility incapable
of adequate wastewater transport, such as mechanical or electrical failures 'of pumps, line
blockage or breakage, etc.; or
b. Any failure of a pumping station or sewer line resulting in a by-pass directly to receiving waters
without treatment of all or any portion of the influent to such station or facility.
Voice mail messages or faxed information is permissible but this shall not be considered as the
initial verbal report. Overflows and spills occurringoutside normal business hours may also be
reported to the Division of Emergency Management at telephone number [phone] or (919)
733-330.0. Persons reporting any of the above occurrences shall file a spill report by completing
Part I of Form CS-SSO (or the most current Division approved form), within five days following first
knowledge of the occurrence. This report shall outline the actions taken or proposed to ensure that
the problem does not recur. Per Condition 1(2), Part II of Form CS-SSO (or the most current
Division approved form) can also be completed to show that the SSO was beyond control.
Permit issued this the 22"d day of August, 2011
NORTH CAROLINA ENVIRONMENTAL MANAGEMENT COMMISSION
for Coleen H. ullins, Director
Division of Water Quality
By Authority of the Environmental Management Commission
Permit Number WQ0035518

PERMIT W00035518. Town of Canton. Champion Drive Sewer Pump Station #10. Haywood County August 22 2011
ENGINEERING CERTIFICATION - POST CONSTRUCTION
System Description:
permission is hereby granted to the Town of Canton for the construction and operation of approximately
150 linear feet of 8-inch gravity sewer; a 300—gallon per minute pump station with duplex pumps, on -
site audible and visual high water alarms, a permanent generator with telemetry as well as
approximately 875 linear feet of 6-inch force main as part of the Champion Drive Sewer Improvements
project. The discharge of collected domestic wastewater will go into the Blue Ridge Paper Products
(Evergreen Packaging)
Complete and submit this form to the Asheville regional office with the following:
• One copy of the project record drawings (plan & profile views of sewer lines) of the wastewater collection
system extension
• supporting design calculations (selected pumps, system curve, operating point, available storage if portable
generator(s) or storage greater than longest past three year outage reliability option selected) for any pump
stations permitted as part of this project
• Changes to the project should be clearly identified on the record drawings or in written summary form. Permit
modifications are required for any changes resulting in non-compliance with this permit, regulations or
minimum design criteria.
This project shall not be considered complete nor allowed to operate until this Engineer's Certification and all
required supporting documentation have been received by the Division. Therefore, it is highly recommended
that this certification be sent in a manner that provides proof of receipt by the Division.
ENGINEER'S CERTIFICATION
❑ Partial ❑ Final
, as a duly registered Professional Engineer in the State of North Carolina, having
been authorized to observe (❑ periodically, ❑ weekly, ❑ full time) the construction of the above referenced
project for the Permittee hereby state that, to the best of my abilities, due care and diligence was used in the
observation of the construction such that the construction was observed to be built within substantial compliance
of this permit; 15A NCAC 2T; the Division of Water Quality's (Division) Gravity Sewer Minimum Design Criteria
adopted February 12, 1996 as applicable; the Division's Minimum Design Criteria for the Fast -Track Permitting of
Pump Stations and Force Mains adopted June 1, 2000 as applicable; and other supporting materials.
North Carolina Professional Engineer's
seal, signature, and date:
SEND THIS FORM & SUPPORTING DOCUMENTATION
WITH REQUIRED ATTACHMENTS TO THE FOLLOWING ADDRESS
ROGER C. EDWARDS
SURFACE WATER PROTECTION SUPERVISOR
ASHEVILLE REGIONAL OFFICE
2090 US HIGHWAY 70
SWANNANOA, NC 28778
The Permittee is responsible for tracking all partial certifications up until a final certification is received. Any wastewater flow
made tributary to the wastewater collection system extension prior to completion of this Engineer's Certification shall be
considered a violation of the permit and shall subject the Permittee to appropriate enforcement actions.

O�',�NATF r-r %29vv%J_aU 10
,Q State of North Carolina
' O� QG "if MR' t- of'EinviMi iy►ent and Natural Resources
r y t it
Division of Water Quality
rj 0 AUG 8 2011 LM u? RACK APPLICATION
(FTA 12/07 ver5)
(` l £3 �j _ fo GRAYLFY-SE EkS, PUMP STATIONS, AND FORCE MAINS
Pump c�rflrlON i: J WATER G1(15.8sis�ire4 Cab^�ium se er s stems are not to be included as part of this application package)
ci-a vl I F-� ,I!�I�AL r
ICE
INSTRUCTIONS: Indicate Pat you —have: inclu.de.dladdressed-.;#he:folywing list of required application package items by
checking the space provid ext to each Ppy.licablQ item.. �%Iuf �t4 submit all required items will lead to your application
ff�i•. e.'.�4:w6'!u-':�L�.' hvU_. 1f
being returned as incomplete. Forms are available from the web site or by calling the Regional Office serving your county:
http://h2o. enr. state. nc. us/peres/Collection%20Systems/CollectionSystemApplications. html
® A. Application Form - Submit one original and one copy of the completed and appropriately executed application
form. The application should include a project narrative describing the final build -out design (i.e. system and/or
pump station to ultimately serve 500 homes, but flow for only 100 homes being requested now). For modifications,
clearly explain the reason for the modification (i.e. adding another phase, changing line size/length, etc.). Only
include the modified information in this permit application - do not duplicate project information that has already
been included in the original permit.
Any changes to this form will result in the application being returned. The Division of Water Quality (Division) will
only accept application packages that have been fully completed with all applicable items addressed. You do not
need to submit detailed plans and specifications unless you respond NO to Item B(13).
Separate aDDlications should be made for non-contiauous sewer systems.
® B. Application Fee - Submit a check in the amount of $480 made payable to: North Carolina Department of
Environment and Natural Resources (NCDENR). Checks shall be dated within 90 days of application submittal.
❑ C. Certificates of Public Convenience and Necessity — If the application is being submitted in the name of a
privately -owned public utility, submit two copies of the Certificate of Public Convenience and Necessity (CPCN)
which demonstrates that the public utility is authorized to hold the utility franchise for the area to be served by the
sewer extension. If a CPCN has not been issued, provide two copies of a letter from the North Carolina Utilities
Commission's Public Staff that states that an application for a franchise has been received, that the service area
is contiguous to an existing franchised area, and/or that franchise approval is expected. The project name in the
CPCN or letter must match that provided in Item A(2)a of this application.
❑ D. Operational Agreements — Submit one original and two copies of a properly executed operational agreement, as
per 15A NCAC 02T .0115, if the application is submitted by a private applicant and will be serving residential or
commercial lots (e.g., houses, condominiums, townhomes, outparcels, etc.) that will be sold to another entity. If
the applicant is a home or property owner's association, use Form HOA 02/03. If the applicant is a developer,
use Form DEV 02/03. EVEN IF THE PROJECT MAY BE TURNED OVER TO A MUNICIPALITY UPON
COMPLETION, FORM DEV 02/03 IS REQUIRED.
® E. Downstream Sewer, WWTF Capacity and Flow Tracking/Acceptance — FORM FTSE 10/07 (Flow
Tracking/Acceptance for Sewer Extension Permit Applications) is required with every application. The applicant
(and owners of downstream sewers, pump stations and/or treatment facilities submitting FORM FTSE-10/07)
certifies that the addition of the volume of wastewater to be permitted in this project has been evaluated along the
route to the receiving treatment plant, and that the flow from this project will not cause capacity related sanitary
sewer overflows or overburden any downstream pump station en route to the receiving wastewater treatment
plant. Where the applicant is not the owner of the downstream sewer, submit two copies of FORM FTSE 10/07
from the owner of the downstream sewer and owner of the WWTF, if different. The flow acceptance indicated in
FORM FTSE-10/07 must not expire prior to permit issuance and must be dated less than one year prior to the
application date. Submittal of this application and FORM FTSE-10/07 indicates that owner has adequate
capacity and will not violate G.S. 143-215.67(a). Intergovernmental agreements or other contracts will not be
accepted in lieu of project -specific FTSE 10/07.
® F Map — Submit an 8.5-inch by 11-inch COLOR copy of a USGS Topographic Map of sufficient scale to identify the
entire project area and the closest surface waters. Each map or maps must show the location of the sewer line
and pump stations and be of reproducible quality. Include a street level map showing the downstream connection
point, and the permit number for the downstream sewer, if known.
FTA 12/07

1
'I
USE THE TAB KEY TO MOVE FROM FIELD TO FIELD! Application Number:
(to be completed by DWQ) WQ0035518 !I
Owner/Permlttee: -
la.
Town of Canton
Full Legal Name (company, municipality, HOA, utility, etc.)
1 b.
- ...- - --- - -- .-.-.----- ---- ------ -._..- - - - -.... --- ---------------- - - - - --- -- - -- -- - - - --- -- -- -
Al Matthews, Town Manager
®
Signing Official Name and Title (Please review 15A NCAC 2T .0106 (b) for authorized signing officials!)
11 c.
The legal entity who will own this system is.
__
❑ Individual ❑ Federal ® Municipality ❑ State/County❑ Private_ Partnership ❑ Corporation ElOther (specify _
.. ._. ._.-._. .
O
il d.
58 Park Street '1 e.
LL
1f.
Mailing Address
North Carolina 1g.
Z
ry
State I
- --- --- r-jj
Q�r
1 h.
[phone] Ili. [phone] 11j. , m ll
Telephone Facsimile j {-
�2
Project (Facility) Information - 8 2011-
_AUG
_I
2a.
Champion Drive Sewer Improvements - Pump Station #10 2b. ood
CL
�-
Brief Project Name (permit will refer to this name) Q my hefe-PfejJest-is-Located "{
I L
a
r A EP CrLALIT-Y ScPTIOId-- a
13 Contact Person: ASHEVILL B-Eaicllp.l_cFF1cE--.... ..... ..... ... _
13a.
Mike Waresak PE, McGill Associates, P.A.
Name and Affiliation of Someone Who Can Answer Questions Abo ligajiprt
13b.
,
[phone] 13c. [e-mail]
I!
Phone Number I E-mail
11.
Project is ® New ❑ Modification (of an existing permit) If Modification, Permit No.:
2.
Owner is ® Public (skip to Item B(3)) ElPrivate (go to Item 2(a))
12a.
If private, applicant will be:
I 2b. If sold, facilities owned by a (must choose one)
❑ Retaining Ownership (i.e. store, church, single office, etc.) or
! ❑ Public Utility (Instruction C)
❑ Leasing units (lots, townhomes, etc. - skip to Item B(3))
i ❑ Homeowner Assoc./Developer (Instruction D)
❑ Selling units (lots, townhomes, etc. - go to Item B(2b))
3.
Blue Ridge Paper Products, Inc (Evergreen Packaging)
Z
Owner of Wastewater Treatment Facility (WWTF) Treating Wastewater From This Project
O
4a.
Canton Mill
, b. NC0000272
~Q
)
Name of WWTF
WWTF Permit No.
5a.
Town of Canton
5b. 8-in(
Gravity
5c.
Owner of Downstream Sewer
Receiving Sewer Size
❑ Force Main
Permit # of Downstream Sewer (Instruction E)
LL
6. The origin of this wastewater is (check all that apply)�� - -- ---- -- -- - - - - -- - - -
Zi
® Residential Subdivision ® Retail (Stores, shopping centers) 100 % Domestic/Commercial
''
❑ Apartments/Condominiums ❑ Institution
I
❑ Mobile Home Park ® Hospital 0 % Industrial (attach description.)
El School El Church (RO: contact your Regional Office
W
® Restaurant ❑ Nursing Home Pretreatment staff)
�
!
® Office ® Other (specify): Hotel
%Other (specify):
k-....-_..
7.
__....__..-.-..._. ......_.. _.........-........._._..-.. .. .._....... _......--....-.. .__.....-- --------
Volume of wastewater to be allocated or permitted for this particular project: zero (0) gallons per day
*Do not include future flows or previously permitted allocations
!8.
If the permitted flow is zero, indicate why:
i
® Pump Station, Outfall or Interceptor Line where flow will be permitted in subsequent permits that connect to this line
j
❑ Flow has already been allocated in Permit No.
❑ Rehabilitation or replacement of existing sewer with no new flow expected (see 15A NCAC 02T .0303 to determine if a
permit is required)
FTA 12/07

State of North Carolina
Department of Environment and Natural Resources
Division of Water Quality
vwv�
< Flow Tracking/Acceptance for Sewer Extension Permit Applications
(FTSE—10/07)
Project Applicant Name: Town of Canton
Project Name for which flow is being requested: Champion Drive Sewer Improvements — Pump Station #10
More than one FTSE-10/07 may be required for a single project if the owner of the WWTP is not responsible for all
pump stations along the route of the proposed wastewater flow.
I. Complete this section only if you are the owner of the wastewater treatment plant.
a. WWTP Facility Name: Canton Mill
b. WWTP Facility Permit #: NC0000272
c. WWTP facility's permitted flow
d. Estimated obligated flow not yet tributary to the WWTP
e. WWTP facility's actual avg. flow
f. Total flow for this specific request
g. Total actual and obligated flows to the facility
h. Percent of permitted flow used
All flows are in MGD
29.90
O.00S
Z&-O
0 (zero)
Z&. 065
?7%
II. Complete this section for each pump station you are responsible for along the route of this
proposed wastewater flow.
List pump stations located between the project connection point and the WWTP
Pump Station Name Approx. Capacity, MGD Approx. Current, Avg.
(Finn/Design) Daily Flow, MGD
Pump Station # 9
Sewer Improvements project
WATER QUALITY SECTION
III. Certification Statement: r"
,� , t. r ti I Al /)jq�igh)S ,certify that, to the�shn k�inwedgc?e addition of the
volume of wastewater to be permitted in this project has been evaluated along the route to the receiving
wastewater treatment facility and that the flow from this project is not anticipated to cause any capacity
related sanitary sewer overflows or overburden any downstream pump station en route to the receiving
treatment plant under normal circumstances. This analysis has been performed in accordance with local
established policies and procedures using the best available data. This certification applies to those items
listed above in Sections I and II for which I am the responsible party. Signature of this form indicates
acceptance of this wastewater flow.
Signing
Date

° • D V j v._. % J, . —-- CHAMPION DRIVE SEWER IMPROVEMENTS
&9 o
" • • ' • `� �� �r'� ��-' TOWN OF CANTON
■ _ ° �. * • %� „ j� HAYWOOD COUNTY, NORTH CAROLINA
■ •// CANTON QUADRANGLE MAP
■ 35082-E7-TF-024
a + —,
No
w• ■ if � ! / /!J J � � *�lr a
a EXISTING EXISTING ///lllJJJ ♦ • I /r {
8" GRAVITY SEWER PUMP STATION #10
w J (TO BE ABANDONED)
PROPOSED 610 • • 1 �!
_ ia
INSTALL 150 LF OF • �`
8" GRAVITY SEWER �� �+ •+ ``�� r,P �11 �.
9 - -
• No ` PROPOSED ti 0
REPLACE PUMP STATION #10
J PROPOSED
J ti • tr i • • T REPLACE EXISTING 3" FORCE MAIN
♦ •�� WITH 875 LF OF 6 FORCE MAIN
Ir
•�17
_ i a
EXISTING • y ■
8" GRAVITY SEWER I -1�w •
rt
•j •
* f r
• c) :.
SCALE: 1"= 1000'— N
McG
AS S 0 C I A T E S etkli
ENGINEERING•PLANNING-FIN ANC E `
tank' y. >
55 BROAD STREET ASHEVILLE, NC PH. [phone] • : xJ{ `i: i4�'+M1' vs' ;^h �y

Office of The Town Manager
WILLIAM G. STAMEY
TOWN MANAGER
November 1, 2005
Mr. Keith Haynes
NCDENR
290 US HWI' 70
Swannanoa, NC 28778
Dear Keith:
On behalf of the Mayor, Board of Aldennen, and the citizens of Town of Canton I want to
personally thank you for your efforts in helping us to avoid a potentially disastrous situation. The
potential of a contaminated water supply with the related health and safety issues is truly a
municipality's nightmare. The immediate and efficient response by you made coping with this
situation much easier.
In times of emergency we look to our friends and neighbors for assistance. Your rapid and
effective aid went above normal expectations. We are deeply in your debt for acts of kindness
and professionalism.
It will be difficult to repay such a debt; however, we stand ready to assist you in any way that we
can in the future. Please do not hesitate to call on the Town of Canton or me personally if the
need ever arises.
Sincerely,
William tamey
Town Manager
WGS/ls

Michael F. Easley, Governor
William G. Ross Jr., Secretary
North Carolina Department of Environment and Natural Resources
Alan W. Klimek, P.E. Director
Division of Water Quality
April 12, 2005
Mr. William G. Stamey, Town Manager
Town of Canton
58 Park Street
Canton, North Carolina 28716
Subject: Return of Permit Application
Haywood County EDC
Haywood County
Dear Mr.. Stamey:
A preliminary review of the Fast -Track Permit Application submitted on April 7, 2005 for the
construction of the Haywood County EDC sewer revealed the following omissions:
(1) Item number 6 was not checked to indicate the origin of the wastewater.
(2) The application form was not sealed, signed and dated by the consulting engineer.
The completed application, including the check in the amount of $400.00 is being returned. The
application may be resubmitted when the noted omissions are corrected. Please do not hesitate to
call me at 1-828-296-4659 should you need to discuss this matter in detail.
Sincerely,
V
Roy M. D vis
Environmental Engineer
Xc: Dale E. Pennell, P.E., McGill Associates,P.A.
%Leith,
CANTONLETTER.05
Nose Carolina
Atulvill,J
North Carolina Division of Water Quality 2090 U.S. Highway 70 Swannanoa, NC 28778 Phone [phone] Customer Service
Internet: h2o.enr.state.no.us FAX [phone]
An Equal Opportunity/Affirmative Action Employer— 50% Recycled/10% Post Consumer Paper

ElBradshaw P.O Box 1011 — Waynesville, NC 28786
Engineering Telephone: [phone] — Fax: [phone]
www.bradshawengineering.com
CIVIL ENGINEERING - LAND PLANNING
May 11, 2005
NCDENR
Attn: Mr. Keith Haynes
2090 US Highway 70
Swannanoa, NC 28778
RE: Fast Track Sewer Application
Overlook Village Subdivision
Clyde, NC
Dear Keith:
As we discussed, please find enclosed the following items for the project noted above:
• One revised original and one copy of the Fast Track Application
Should you have any questions or need additional information please do not hesitate to contact
me.
Sincerely,
I
Patrick Bra aw, PE
enc.
cc: File,;:.
;a
MAY 1 6 2005
WATER QUALITY SECTION
fit" ASHEVILLE REGIONAL OFFICE

NCDENR
®CE WE
MARS
WATER QUALITY SECTION
ASHEVILLE REGIONAL OFFICE
NORTH CAROLINA DEPARTMENT OF ENVIRONMENT AND NATURAL RESOURCES
Michael F. Easley, Governor William G. Ross, Secretary
Division of Land Resources, Land Quality Section
James D. Simons, P.G., P.E. Director Mike Goodson, Acting Regional Engineer
NOTICE OF VIOLATIONS OF THE
SEDIMENTATION POLLUTION CONTROL ACT
February 28, 2005
CERTIFIED MAIL - 7004-1350-0001-6624-8340
RETURN RECEIPT REQUESTED
West Canton Water 81 Sewer District
C/O: Rick Honeycutt, Assistant County Manager
215 North Main Stree, Courthouse Annex
Waynesville, NC 28786
RE: West Canton Water at Sewer System Improvements - Haywood County
On February 24, 2005, personnel of this office inspected West Canton Water 81 Sewer District Sewer System
improvements. This inspection was performed to determine compliance with the North Carolina Sedimentation
Pollution Control Act of 1973. The inspection revealed a land -disturbing activity of approximately 4 acres being
conducted.
It is our understanding that you and/or your firm are responsible for this land -disturbing activity. The purpose
of this letter is to inform you that this activity was found to be in violation of the Act, NCGS § 1 13A-50 to 66,
and Title 15A, North Carolina Administrative Code, Chapter 4. If you feel that you are not responsible for the
following violations, please notify this office immediately.
The violations that were found are:
Failure to conduct a land -disturbing activity in accordance with the provisions of an acceptable erosion and
sedimentation control plan. NCGS § 1 13A-61.1. The erosion and sedimentation control plan�approved by this
office on April 12, 2004, must be immediately implemented on the site sufficient to prevent offsite
sedimentation. Specifically, have not been installed or provided as contained in the plan.
Failure on a tract of more than one acre, when more than one acre is uncovered, to install sedimentation and
erosion control devices sufficient to retain the sediment generated by the land -disturbing activity within the
boundaries of the tract during construction upon and development of the tract. NCGS § 1 13A-57(3).
Insufficient sedimentation and erosion control devices or structures have been installed to retain sediment within
the boundaries of the tract under development.
NorthCarolina
Naturallff
2090 U.S. Hwy 70; Swannanoa, NC 28778
Telephone [phone] Fax [phone] Internet: www.enr.state.nc.us/ENR
An Equal Opportunity/Affirmative Action Employer - 50% recycled/10% post -consumer paper

Failure to take all reasonable measures to protect all public and private property from damage by such; -land- .
disturbing activities. 15A NCAC 4B.0105. Offsite damage has occurred due to sediment washing into an
unnamed tributary to Patton Branch creek class "C" water and onto property owned by others.
Failure to retain along a lake or natural watercourse a buffer zone of sufficient width to confine visible siltation
by natural or artificial means within the 25 percent of that portion of the buffer zone nearest the land -disturbing
activity. NCGS § 1 13A-57(1). Sediment from the site has entered a unnamed tributary to Patton Branch Creek
(Class "C") adjoining the site.
Failure to maintain satisfactorily all temporary and permanent erosion and sedimentation control measures during
the development of a site. 15A NCAC 4B.01 13. Temporary erosion control measures and facilities have not
been adequately maintained and are not functioning as intended.
To correct these violations, you must implement the erosion control plan as approved immediately and install
additional measures if required to retain sediment on site.
Please note that merely planting grass seed does not satisfy the requirements of "vegetative cover" or of "ground
cover sufficient to restrain erosion." These requirements are not satisfied until a standing cover of grass or other
ground cover (such as properly applied and secured mulched seeding or appropriate rip -rap) is established which
is, in fact, sufficient to restrain accelerated or man-made erosion.
After installation, all erosion control measures must be maintained in proper working order until development
is complete and the site is completely stabilized.
If the violations described in this Notice are not corrected on or before March 18, 2005, the Division of Land
Resources may take additional appropriate legal action against you pursuant to NCGS § 1 13A-64. That action
could be the assessment of additional civil penalties and may result in the initiation of other remedies as
prescribed by the Act. If additional civil penalties are assessed for the violations, the amount may be up to
$5,000.00 per day for each day of the violation pursuant to NCGS § 1 13A-64(a)(1). If all violations are
corrected within the time period specified for compliance, additional civil penalties or legal remedies will not be
pursued.
Any new land -disturbing activity associated with this project should not begin until the area presently disturbed
is brought into compliance with the Act. When corrective actions are complete, you should notify this office
so that the work can be inspected. You should not assume that the site is in compliance with the Act until we
have so notified you. In addition, once compliance has been achieved, all installed measures must be satisfactorily
maintained until development is complete and the site is fully stabilized to avoid further violations of the Act.
We solicit your cooperation, and would like to avoid taking further enforcement action. At the same time, it
is your responsibility to understand and comply with the requirements of the Act. Copies of the relevant statute
and administrative regulations may be examined at this office or will be sent to you upon request. Should you
have questions concerning this Notice or the requirements of the Act, please contact either Mr. Charles Koontz
or myself at 828-296-4500.
Sincerely,
lhl� Awe -
Mike Goodson, CPESC
Acting Regional Engineer
NorthCarolina
Naturally
2090 U.S. Hwy 70, Swannanoa, NC 28778
Telephone [phone] Fax [phone] Internet: www.enr.state.nc.us/ENR
An Equal Opportunity/Affirmative Action Employer- 50% recycled/10% post -consumer paper

MG/jt
Enclosures: Sedimentation Inspection Report
CC: Gray Hauser, P.E., CPESC
Roy Davis, ARO Water Quality

Case #
Im
NORTH CAROLINA DEPARTMENT OFENVIRONMENTAND NATURAL RESOURCES
LARD QUALITY SECTTON.• 2090 U.S. Hwy. 70, Swannanoa/,, NC28778 [phone]
County "/4 Gv 0 U Project: F=5 % C6fiF-!%cJ ? Q C'/�' °� r�"1 /� River Basin
Person FinanciallyResponsible: UN s' `P- �- g r !:3 "Lr c Project #_ �DG
Address: / :� AidR'ry awl,-i -4Te Et T —
f
1. Project Location C� h ���'rL- 014 Pictures: N Yes ❑
2. Weather and Soil Conditions too .- - , ic-j�!7 +� )a /'A.?
3. Is site currently under notice of violation? Yes ❑ No
4. Is the site in compliance with the S.P.C.A. and the rules? Yes ❑
5. Violations:
❑ a. No approved plan, G.S.113A-57(4) and 15A NCAC 4B.0107(c) ,fig.
db. Failure to follow approved plan, G.S.113A-61.1 ❑ h.
Ll c. Failure to submit revised plan, G.S. 113A-54.1(b) and
15A NCAC 4B.0118(a) ❑;
❑ d. Failure to provide adequate groundcover, G.S. 113A-57(3) and
15A NCAC 4B.0107(b) or 15A NCAC 4B.0124(e)
e. Insufficient measures to retain sediment on site, G.S. 113A-57(3) ❑ k.
i f. Failure to take all reasonable measures, 15A NCAC 4B.0105
6. NPDES Permit Violation? Yes ❑ No ❑ Describe
Prints ❑ Slides ❑ Digital ❑ Video ❑
No>U If no, check violations below:
Inadequate buffer zone, G.S. 113A-57(1)
Graded slopes and fills too steep, G.S. 113A-57(2)
or 15A NCAC 4B.0124(d)
Unprotected exposed slopes, G.S. 113A-57(2)
Failure to maintain erosion control measures,
15A NCAC 4B.0113
Other (describe)
7. Has sedimentation damage occurred since last i spection? Yes P� If yes, where? (check all that apply): No ❑
Lake/natural watercourse on the trac Lake/natural watercourse off the tract. Other property i
Description:
Degree of damage: Slight Moderate ❑ Severe ❑
8. Contact made with (Name) I S 1 Title
Inspection Report given ❑ or sent, to Person Financially Responsible Date given/sent Ij
9. Corrective actions needed:
r / �� �✓ C-� T.s�� C� l/ 1 �^ '�� (-�
I�'r jt;�t �y J'ii':t / r U j/C. "B/j �1,•t3 �� �� f%7f /i:j '� f!7 �/ !!( ��
r
10. Comments: C. tQ K 12 t. F : 1 / i' _ �'• IJ `�/t`Z�
/� . ':'•1 1'L-r� / /� •1-� e �, ` / f y_ Zo :--> � h�- �� � f;7 •?�� �✓ % �:+' C! /'t1-� � .. ��i � /-' �y`" (�L .. `;
cfi !°J� / ti l ��r% f? C/•t S l�! %n.t t "T c� G'7 ; ,r .v I < 7 i
�% �+) f- G '"f L�..s � ✓.,�1.�� / � � (�',�'-•c°• �C � � 7� :.O .�J �Gt.:__,:� �-.{' . ��c r �-r-. ,.�
Report by: G'G►'—(rt" /lU0/ rT Z Others present
Date of Inspection: 7��f . `�©S Time arriving at site: 4�- Time leaving site: Z •d P�^
cc:
White Copy to File
Yellow Copy to Owner
Pink Copy to Environmental Technician
7/04

Michael F. Easley, Governor
William G. Ross Jr., Secretary
North Carolina Department of Environment and Natural Resources
April 28, 2005
William G. Stamey, Manager
Town of Canton
58 Park Street
Canton, North Carolina 28716
Alan W. Klimek, P.E., Director
Division of Water Quality
Asheville
Subject: Permit No. WQ0028731
Haywood Courity EDC
Plus Cleaners
Wastewater Collection System Extension
Haywood County
Dear Mr. Stamey:
In accordance with your application received April 19, 2005, we are forwarding herewith Permit
No. WQ0028731, dated April 28, 2005, to the Town of Canton for the construction and operation of the
subject wastewater collection system extension. This permit shall be effective from the date of
issuance until rescinded, and shall be subject to the conditions and limitations as specified therein.
This cover letter shall be considered a part of this permit and is therefore incorporated therein by
reference.
Please pay particular attention to Permit Condition 3, which requires that the wastewater
collection facilities be properly operated and maintained in accordance with 15A NCAC 2H .0227 or any
individual system -wide collection system permit issued to the Permittee.
Permitting of this project does not constitute an acceptance of any part of the project that does
not meet 15A NCAC 2H .0200; the Division of Water Quality's (Division) Gravity Sewer Minimum
Design Criteria adopted February 12, 1996 as applicable; and the Division's Minimum Design Criteria
for the Fast -Track Permitting of Pump Stations and Force Mains adopted June 1, 2000 as applicable,
unless specifically mentioned herein. Division approval is based on acceptance of the certification
provided by the North Carolina -licensed Professional Engineer named in the application. It shall be the
Permittee's responsibility to ensure that the as -constructed project meets the appropriate design criteria
and rules. Failure to comply may result in penalties in accordance with North Carolina General Statute
§143-215.6A through §143-215.6C, construction of additional or replacement wastewater collection
facilities, and/or referral of the North Carolina -licensed Professional Engineer to the licensing board.
Asheville Regional Office
2090 US Highway 70, Swannanoa, NC 28778
Internet http://h2o.enr.state.nc.us/
Telephone [phone] Fax [phone]
NorthCarolina
Natarally
DENR Customer Service Center
An Equal Opportunity Action Employer
Telephone [phone]
50% recycled/10% post -consumer paper

I q.
Town of Canton April 28. 2005 Page 2
In accordance with the provisions of Article 21 of Chapter 143, General Statutes of North Carolina as
amended, and other applicable Laws, Rules, and Regulations, permission is hereby granted to the
PERMITTEE for the construction and operation of approximately 1415 linear feet of 8-inch gravity"''
sewer; to serve a commercial laundry as part of the Haywood County EDC Plus Cleaners project, and
the discharge of 6000 gallons per day of collected domestic/commercial wastewater into Canton's
existing sewerage system, pursuant to the application received April 19, 2005 and in conformity with
15A NCAC 2H .0200; the Division's Gravity Sewer Minimum Design Criteria adopted February 12, 1996
as applicable; the Division's Minimum Design Criteria for the Fast -Track Permitting of Pump Stations
and Force Mains adopted June 1, 2000 as applicable; and other supporting data subsequently filed and
approved by the Department of Environment and Natural Resources and considered a part of this
permit.
The sewage and wastewater collected by this system shall be treated in the Blue Ridge Paper
Products Wastewater Treatment Facility (Permit No. NC0000272) prior to being discharged into the
receiving stream.
If any parts, requirements, or limitations contained in this permit are unacceptable, you have the
right to request an adjudicatory hearing upon written request within 30 days following receipt of this
permit. This request must be in the form of a written petition, conforming to Chapter 150E of North
Carolina General Statutes, and filed with the Office of Administrative Hearings, 6714 Mail Service
Center, Raleigh, NC 27699-6714. Unless such demands are made, this permit shall be final and
binding.
If you need additional information concerning this matter, please contact Mr. Keith Haynes at
296-4500.
Sincerely,
6 ), ULC-G
.fAlan
or AlaL n W. Klimek, P.E.
cc: Havwood Countv Health Department
Blue Ridge Paper Products
Water Quality Central Files
PERCS Files

NORTH CAROLINA
ENVIRONMENTAL MANAGEMENT COMMISSION
DEPARTMENT OF ENVIRONMENT AND NATURAL RESOURCES
RALEIGH
WASTEWATER COLLECTION SYSTEM EXTENSION PERMIT
HAYWOOD COUNTY EDC PLUS CLEANERS
This permit shall be effective from the date of issuance until rescinded and shall be subject to the
following specified conditions and limitations:
1. This permit shall become voidable unless the wastewater collection facilities are constructed in
accordance with the conditions of this permit; 15A NCAC 2H ,0200; the Division of Water Quality's
(Division) Gravity Sewer Minimum Design Criteria adopted February 12, 1996 as applicable; the
Division's Minimum Design Criteria for the Fast -Track Permitting of Pump Stations and Force
Mains adopted June 1, 2000 as applicable; and other supporting materials unless specifically
mentioned herein.
2. This permit shall be effective only with respect to the nature and volume of wastes described in the
application and other supporting data.
3. The wastewater collection facilities shall be properly maintained and operated at all times. The
Permittee shall maintain compliance with an individual system -wide collection system permit for the
operation and maintenance of these facilities as required by 15A NCAC 2H .0227. If an individual
permit is not required, the following performance criteria shall be met as provided in 15A NCAC 2H
.0227:
a. The sewer system shall be effectively maintained and operated at all times to prevent
discharge to land or surface waters, and any contravention of the groundwater standards in
15A NCAC 2L .0200 or the surface water standards in 15A NCAC 2B .0200.
b. A map of the sewer system shall be developed and shall be actively maintained.
c. An operation and maintenance plan shall be developed and implemented.
d. Pump stations that are not connected to a telemetry system shall be inspected every day (i.e.
365 days per year). Pump stations that are connected to a telemetry system shall be
inspected at least once per week.
e. High -priority sewer lines shall be inspected at least once per every six-month period of time.
f. A general observation of the entire sewer system shall be conducted at least once per year.
g. Inspection and maintenance records shall be maintained for a period of at least three years.
h. Overflows and bypasses shall be reported to the appropriate Division regional office in
accordance with 15A NCAC 2B .0506(a), and public notice shall be provided as required by
North Carolina General Statute §143-215.1 C.

0
PERMIT NO. W00028731 Town of Canton Haywood County EDC Haywood County April 28 2005
4. This permit shall not be transferable. In the event there is a desire for the wastewater collection _
facilities to change ownership, or there is a name change of the Permittee, a formal permit request
shall be submitted to the Division accompanied by documentation from the parties involved, and
other supporting materials as may be appropriate. The approval of this request shall be
considered on its merits and may or may not be approved.
5. Construction of the gravity sewers, pump stations, and force mains shall be scheduled so as not to
interrupt service by the existing utilities nor result in an overflow or bypass discharge of wastewater
to the surface waters of the State.
6. Upon completion of construction and prior to operation of these permitted facilities, a certification, a
copy of the construction record drawings, as well as supporting design calculations for any pump
stations permitted as part of this project shall be received from a North Carolina -licensed
Professional Engineer certifying that the facilities have been installed in accordance with this
permit; 15A NCAC 2H .0200; the Division's Gravity Sewer Design Criteria adopted February 12,
1996 as applicable; the Division's Minimum Design Criteria for the Fast -Track Permitting of Pump
Station and Force Main adopted June 1, 2000 as applicable; and other supporting materials. If this
project is to be completed in phases and partially certified, you shall retain the responsibility to
track further construction approved under the same permit, and shall provide a final certificate of
completion once the entire project has been completed. A copy of the construction record
drawings, indicating the facilities constructed in the phase being certified, shall be submitted with
each partial certification. Mail the Engineer's Certification, one copy of the "Construction Record
Drawings," and one copy of the supporting design calculations to the Non -Discharge Permitting
Unit, 1617 Mail Service Center, Raleigh, NC 27699-1617.
7. A copy of the construction record drawings shall be maintained on file by the Permittee for the life
of the wastewater collection facilities.
8. Failure to abide by the conditions and limitations contained in this permit; 15A NCAC 2H .0200; the
Division's Gravity Sewer Design Criteria adopted February 12, 1996 as applicable; the Division's
Minimum Design Criteria for the Fast -Track Permitting of Pump Station and Force Mains adopted
June 1, 2000 as applicable; and other supporting materials may subject the Permittee to an
enforcement action by the Division, in accordance with North Carolina General Statutes §143-
215.6A through §143-215.6C.
9. In the event that the wastewater collection facilities fail to perform satisfactorily, including the
creation of nuisance conditions, the Permittee shall take immediate corrective action, including
those as may be required by this Division, such as the construction of additional or replacement
facilities.
10. The issuance of this permit shall not exempt the Permittee from complying with any and all
statutes, rules, regulations, or ordinances that may be imposed by other government agencies
(local, state and federal) which have jurisdiction, including but not limited to applicable river buffer
rules in 15A NCAC 2B .0200, erosion and sedimentation control requirements in 1.5A NCAC Ch. 4
and under the Division's General Permit NCG010000, and any requirements pertaining to wetlands
under 15A NCAC 2B .0200 and 15A NCAC 2H .0500.
11. Noncompliance Notification:
The Permittee shall report by telephone to a water quality staff member at the Asheville Regional
Office, telephone number [phone], as soon as possible, but in no case more than 24 hours
or on the next working day, following the occurrence or first knowledge of the occurrence of either
of the following:

7
PERMIT NO. W00028731 Town of Canton Haywood County EDC Haywood County April 28 2005
a. Any process unit failure, due to known or unknown reasons, that renders the facility incapable
of adequate wastewater transport, such as mechanical or electrical failures of pumps, line
blockage or breakage, etc.; or
b. Any failure of a pumping station or sewer line resulting in a by-pass directly to receiving waters
without treatment of all or any portion of the influent to such station or facility.
Voice mail messages or faxed information is permissible but this shall not be considered as the
initial verbal report. Overflows and spills occurring outside normal business hours may also be
reported to the Division of Emergency Management at telephone number [phone] or (919)
733-3300. Persons reporting any of the above occurrences shall file a spill report by completing
Part I of Form CS-SSO (or the most current Division approved form), within five days following first
knowledge of the occurrence. This report shall outline the actions taken or proposed to ensure that
the problem does not recur. Per Condition 1(2), Part II of Form CS-SSO (or the most current
Division approved form) can also be completed to show that the SSO was beyond control.
Permit issued this the TWENTY-EIGHTH OF APRIL, 2005
NORTH CAROLINA ENVIRONMENTAL MANAGEMENT COMMISSION
forf�lanjjW. Klimek, P.E., Director
Division of Water Quality
By Authority of the Environmental Management Commission
Permit Number WQ0028731

0
PERMIT NO. W00028731 Town of Canton Haywood County EDC Haywood County April 28 2005
ENGINEERING CERTIFICATION — POST CONSTRUCTION
System Description:
1415 linear feet of 8-inch gravity sewer; to serve a commercial laundry as part of the Haywood County
EDC Plus Cleaners project
Complete and submit this form to the Asheville regional office with the following:
• One copy of the project record drawings (plan & profile views of sewer lines) of the wastewater collection
system extension
• supporting design calculations (selected pumps, system curve, operating point, available storage if portable
generator(s) or storage greater than longest past three year outage reliability option selected) for any pump
stations permitted as part of this project
• Changes to the project should be clearly identified on the record drawings or in written summary form. Permit
modifications are required for any changes resulting in non-compliance with this permit regulations or
minimum design criteria.
This project shall not be considered complete nor allowed to operate until this Engineer's Certification and all
required supporting documentation have been received by the Division. Therefore, it is highly recommended
that this certification be sent in a manner that provides proof of receipt by the Division.
ENGINEER'S CERTIFICATION
❑ Partial ❑ Final
I, , as a duly registered Professional Engineer in the State of North Carolina, having
been authorized to observe (❑ periodically, ❑ weekly, ❑ full time) the construction of the above referenced
project for the Permittee hereby state that, to the best of my abilities, due care and diligence was used in the
observation of the construction such that the construction was observed to be built within substantial compliance
of this permit; 15A NCAC 2H .0200; the Division of Water Quality's (Division) Gravity Sewer Minimum Design
Criteria adopted February 12, 1996 as applicable; the Division's Minimum Design Criteria for the Fast -Track
Permitting of Pump Stations and Force Mains adopted June 1, 2000 as applicable; and other supporting
materials.
North Carolina Professional Engineer's
seal, signature, and date:
SEND THIS FORM & SUPPORTING DOCUMENTATION
WITH REQUIRED ATTACHMENTS TO THE FOLLOWING ADDRESS
ROGER C. EDWARDS
SURFACE WATER PROTECTION SUPERVISOR
ASHEVILLE REGIONAL OFFICE
2090 US HIGHWAY 70
SWANNANOA, NC 28778
The Permittee is responsible for tracking all partial certifications up until a final certification is received. Any wastewater flow
made tributary to the wastewater collection system extension prior to completion of this Engineer's Certification shall be
considered a violation of the permit and shall subject the Permittee to appropriate enforcement actions.

April 18, 2005
Mr. Keith Haynes
N. C. Department of Environment
& Natural Resources
2090 U.S. Highway 70
Swannanoa, North Carolina 28778
Dear Mr. Haynes:
E C E U E,
APR 1 9 2005
VV,,TER QUALITY SECTIpN
ASHEVILLE REGIONIAL OFFICE
Re: Haywood County E.D.0
Plus Cleaners Sewer Extension
Haywood County
Per the review letter signed by Roy Davis dated April 12, 2005, please find enclosed
the completed Fast -Track application form (FTA 02/03), and a check in the amount of $400
for the application fee. Also enclosed is a portion of a color quad map with the project area
noted.
Please review the enclosed information and contact our office if you have any questions
on the project. If you require additional information, please contact Dale Pennell P.E. or
myself at any time.
Sincerely,
McGILL ASSOCIAT , P.A.
PZC4 a I
MICHAEL CLARK
Enclosures
cc: Mark Clasby
William G. Stamey
Dale E. Pennell
03187kh18apri105.doc
E n g i n e e r i n g • P l a n n i n g • F i n a n c e
McGill Associates, P.A. • P.O. Box 2259, Asheville, NC 28802 • 55 Broad Sheet, Asheville, NC 28801
828-252-0575 • Fax: [phone]

Michael F. Easley, Governor
William G. Ross Jr., Secretary
North Carolina Department of Environment and Natural Resources
Alan W. Klimek, P.E. Director
Division of Water Quality
April 12, 2005
Mr. William G. Stamey, Town Manager
Town of Canton
58 Park Street
Canton, North Carolina 28716
Subject: Return of Permit Application
Haywood County EDC
Haywood County
Dear Mr. Stamey:
A preliminary review of the Fast -Track Permit Application submitted on April 7, 2005 for the
construction of the Haywood County EDC sewer revealed the following omissions:
(1) Item number 6 was not checked to indicate the origin of the wastewater.
(2) The application form was not sealed, signed and dated by the consulting engineer.
The completed application, including the check in the amount of $400.00 is being returned. The
application may be resubmitted when the noted omissions are corrected. Please do not hesitate to
call me at 1-828-296-4659 should you need to discuss this matter in detail.
Sincerely,
VRo_y%. D vis
Environmental Engineer
Xc: Dale E. Pennell, P.E., McGill Associates,P.A.
Keith Haynes
CANTONLETTER.05
e
NCarolina
oNaturally
North Carolina Division of Water Quality 2090 U.S. Highway 70 Swannanoa, NC 28778 Phone [phone] Customer Service
Internet: h2o.enr.state.nc.us FAX [phone]
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FAST -TRACK APPLICATION REVIEW PROCEDURES
Project Name AY L(, (7-M �, v_0-rj_7,p
Application received Dated ���� Basic Review Date 4Z O kS
Application Returned Date
Application to County Person 4 Z ® r
Application entered BIM's Date
Permit Issued Date Li
All fast -track projects should be submitted on the application entitled "Fast -Track Application for
Gravity Sewers, Pump Stations, and Force Mains" (FORM: FTA 02/03 currently) unless otherwise
directed by the NDPU. Any pump station/force main projects that require an Environmental
Assessment (EA) are excluded from the Fast -Track review process, and should be submitted for
full review to the Central Office (NDPU) on FORM: PSFMGSA 10/99. Additionally, any projects
involving a flow reduction request must receive approval for the flow reduction from the central
office.
P REVIEW
Does the a lication package appear to be generally complete i.e. all attachments check k
pP P 9 PP 9 Y P ( eY
questions answered)? If any portion of the application is not complete, or if any required
instruction items have been omitted, RETURN the application package and supporting
documents to the applicant using the Project Return Letter template. Send the package and
letter via certified mail to the applicant, and a copy of the letter to the engineering consultant.
Any projects that are to be returned shall be returned prior to accepting the application (i.e.,
before logging in the application and depositing the check). After a project has been accepted,
any information that is found to be incorrect and/or lacking must be requested via an Additional
Information Request in accordance with 15A NCAC 2H .0208(e).
Ensure that a check for $400 is submitted and made out to NCDENR. All new projects and major
modifications to existing projects require an application fee. A major modification includes any
changes to permitted flow volumes, changes in pipe diameter, changes in pipe length greater that
10% of the originally permitted length, changes in the operating points of a pump station, etc.
SECTION A — Application Information
MA —if the applicant is private (Item B(2)) and listed as a corporation, check the NC Department of the
Secretary of State's web site at http://www.secretary.state.nc.us/Corporations/ to ensure that the
Applicant is registered with the Secretary of State to conduct business as a corporation in the
State of NC. Developer's and HOA's should be listed.
Ensure that the signing official meets the requirements of 15A NCAC 2H .0206(b). If they do not,
request a revised application that has been completed by an appropriate official or a letter from
an appropriate official that indicates the person in question is delegated to sign the application on
the applicant's behalf. A current list of Delegated Signing Officials can be obtained from the
DWQ Intranet. If a new delegated signing official letter is presented with the application, forward
a copy to the central office so that the person may be added to the Delegated Signing Official list. .
The central office will send E-mails to the appropriate region if a new signing official has been
added so that the most current list can be used. The Non -Discharge Permitting Unit has an
example delegated signing official letter from
http://h2o.enr.state.nc.us/ndpu/spraypol.html#DELEG.
SECTION B — Permit Information
FAST -TRACK Application Review Procedures 2003

Project <2e edification? If the project is a modification to an existing permit, be sure to
enter the application into BIMS as a permit modification (i.e. "renew/modify application" and not
"create new project") .
Applicant a public entity (e.g. county, town, sanitary district)?
r v App 'cant a private entity?
Own (i.e. lease) units, lots, parcels, etc?
Sell units, lots, parcels, etc?
Certificate of Public Convenience and Necessity? .2H .0205(d)(2)
♦ Required if the applicant is a public utility. In lieu.of a Certificate of Public
Convenience and Necessity, they may submit written approval from the
North Carolina Utilities Commission's Public Staff that states that the utility is
allowed to provide utility service in the subject project area. Note that the
project name on the application and on the CPCN must match. Contact the
NCUC Public Staff if questions arise.
Operational Agreement? 2H .0205(d)(2)
♦ Operational Agreements are only required if the applicant is not a public
entity (i.e. Town, County, etc.) or public utility as designated by the North
Carolina Utilities Commission AND the lots being served by the collection
system are to be sold to individual owners.
If the applicant is a developer, they must fill out the DEVELOPER
Operational Agreement (FORM: DEV 02/03). A developer may be
responsible for the system for an interim period until the homeowners
association is formed, at which time a Permit Name/Ownership Change
equest (FORM: PNOCF 06/00) will be needed to transfer the permit to the
OA.
♦ If he applicant is a homeowners' association (HOA), they must fill out the
A OCIATION Operational Agreement (FORM: HOA 02/03 The HOA must
be egistered with the Secretary of State's office and must provide a copy of
the ssociations' Bylaws and Articles of Incorporation. These documents
shou d be reviewed to ensure that all applicable language regarding the
collec on
system is included as is required by the Operational Agreement.
♦ The O erational Agreement should be attached to the permit and
incorpo ated into the language of the permit. Please note that Operational
Agreem nt language should not be altered without approval from the
Attorney eneral's Office. Operational Agreements are available at
http://h2o._ nr.state.nc.us/ndpu/ndpuapps.htm1.
Approval of flow to reeiving sewers and WWTF? (i.e. P4 procedure, but now in-house!)
♦ Ensure that the receiving sewers and WWTF have adequate capacity available to accept the
flow volume that is being requested, and that the WWTF has been in compliance with their
treatment and disposal permit. - --
Flow acceptance letter(s) from the owner of the WWTF and owner of any intermediate sewers (if
different from WWTF owner and applicant)? 2H .0205(d)(3)(C)
♦ Required only if the. applicant and the owner of the WWTF/intermediate sewers are not the
same entity.
♦ Project specific flow acceptance letters are required.
♦ Ensure that the following items appear in the flow acceptance letter: applicant's name,
project name, amount of wastewater flow accepted, date that the flow acceptance was
granted, expiration date of the acceptance, and name/permit number of the receiving WWTF.
Do not accept a flow acceptance letter that was issued more than one year prior to the
Zeceipt of..the package.
Ensure that the owner accepted the entire volume of flow listed in application.
_ Wastewater industria r domestic i 'nature?
♦ Most projects will be for wastewater that is domestic in nature, however, if Item B.6 indicates
that the wastewater is industrial in nature, notify the Regional Office Pretreatment
2
FAST -TRACK Application Review Procedures 2003

Coordinator or the WQ Pretreatment Unit Central Office to determine if a pretreatment permit
�is needed or if a program already in place and compliant.
Flow volume calculated correctly? 2H .0219(l)
♦ Ensure that the daily design flow in the application is based on the guidance provided in the
regulations or existing flow, and that the explanation as to how this volume was determined is
very specific (i.e., 22 three -bedroom homes, 50,000 s.f. of retail space, 18 employees, etc).
This information will be included in the description of the system in the permit. Our regs say
120 gpd/bedroom for residential. Note that for one -bedroom the minimum they'can use is
240 gpd.
♦ If daily design flow is not based on regulations,. ensure that the applicant has an approved
flow reduction of daily design flow rate on file with the Division. A list of approved flow
reductions may be obtained from the DWQ Intranet or by contacting the NDPU. Flow
reduction requests are to be reviewed by the central office, and must be reviewed and
approved before the application is accepted by the regional office for review.
♦ Ensure that the flows shown on the application match up to what is shown on the plans (if
available for review). For example, if the application states that 100 lots are to be developed,
ensure that there are 100 lots, and not 150 lots, shown on the plans. Plans are only required
for review if the applicant is requesting a variance to the MDC or the .0200's.
♦ Do not approve "future" wastewater flows (i.e., that based on speculative development).
These would be permitted in future wastewater collection system extensions.
Adequate information provided regarding the proposed gravity sewer and/or force main (if
applicable)?
Note: An Environmental Assessment may be required if there are 3 miles of gravity sewer and
the design capacity is 1 MGD or greater (15A NCAC I .0100). Note that this criteria is currently
under revision. Environmental Assessment projects can NOT go Fast -Track!
Adequate information provided regarding the proposed pump station(s) (if applicable)?
Note: An Environmental Assessment may be required if the pump station(s) have a design
capacity greater than 1 MGD or greater (15A NCAC 1 C .0100). If there are any questions about
whether an EA may be required, discuss with your supervisor or contact Todd Kennedy of the
Planning Branch's Local Government Assistance Unit.
♦ Power reliability at the pump station provided in accordance with Section 5.04 of the
Minimum Design Criteria for the Fast -Track Permitting of Pump Stations and Force Mains
document (i.e dual line feed, portable generator w/telemetry, permanent generator with
automatic transfer switch, wet well storage if near Class C waters)?
Project designed in accordance with 15A NCAC 2H .0200, the Gravity Sewer Minimum Design
Criteria and the Minimum Design Criteria for the Fast -Track Permitting of Pump Stations and
Force Mains document (as applicable)? If NO, forward one copy of the supporting documents to
the Central Office for review, indicating the permit number, owner and project name. The Central
Office will review the variance request, and if approvable, specific language regarding the
variance will be forwarded to the Regional Office reviewer to incorporate into the permit. A copy
of the variance letter provided by the central office should be kept with the application file.
SECTION C — Watershed Classification
Topographic map submitted? IL-0
Watershed classification required? "If YES, you are advised to "spot-check" the classification(s).
If NO, ensure the applicant/engineer has indicated why one is not required.
SECTION ' —Certifications
Signing Official's signature? 2H .0206(b)
' 3
FAST -TRACK Application Review Procedures 2003

• �l
J 1
♦ Ensure that the applicant's signature is the same person as that listed as the applicant's
signing official on Page 1 of the application form.
PE stamped, signed, and dated application, plans, specifications, and calculations (if applicable)?
2H .0205(d)(1)(A iii
♦ Ensure that the same engineer has signed, sealed, and dated the application and all the
items, with the exception of items designed by specialty disciplines (i.e., architectural,
structural, plumbing, and electrical plans). If not, an explanation and/or authorization is
required.
Adequate information provided for the engineer/engineering firm?
L� PE with active license in.North Carolina? 2H .0205(d)(1)(A)(iii) or 2H .0203(28)
♦ Ensure that ALL pertinent P.E.s have active licenses by checking the NC Professional
Engineer's Board web site (www.ncbels.org - the PE number must be six digits, use leading 0
when needed).
♦ If the PE seal number does not show up on the web site database, call the PE Board for
verification [phone] .
Drafting a Permit
♦ In order to be consistent, use the most current version of the Fast -Track permit shell (see DWQ
Intranet). This permit shell contains specific language with respect to the Minimum Design Criteria,
regulations, and collection system permitting. The NDPU will notify you of any changes to this permit
shell.
♦ Be specific with respect the system description and information. Indicate the flow, what the project
will be serving, length and size of gravity sewer lines and force mains, etc. For projects involving
pump stations, the size of the pump stations, as well as the reliability option and any additional info
(telemetry, odor control system, etc) should be included. A sample permit is on the DWQ Intranet.
♦ Add or remove any special conditions as necessary. Please call attention to any non-standard permit
conditions in the cover letter of the permit and include the permit condition where necessary. See the
Example Special Conditions document.
♦ If the project is a modification, don't forget to include the system description from the previous permit
and void the previous permit in the language!
Denying a Project
♦ If the Reviewer/Supervisor determines that an application package should be denied because it can
not meet NC Statutes, rules or regulations, then a denial letter should be drafted. Special attention
should be paid to the statutory deadline for permitting. If it is thought that a project might be
denied, it is important to review it and draft the denial letter as soon as possible. There must
be time allowed for the denial letter to be sent up to the Director and signed prior to the
statutory date.
♦ The Reviewer should use the Application Denial Letter template to prepare a denial package for the
Supervisor's review and submittal to the Director for signature. The letter should not be dated, but
instead will be dated after the Director signs it. A memo to the Director should be attached to the top
of the denial package summarizing the reasons for denial. This package must be singed off on by the
reviewer, supervisor, Section Chief, and Director. Distribute the letter as directed in "Issuing a
Permit" below.
Issuing a Permit
♦ Permits should be signed only by those delegated to sign for the Director.
♦ Permits should be distributed as follows (include the signed Operational Agreement if applicable):
✓ Original to the Permittee
✓ Copy to the consulting engineer
4
FAST -TRACK Application Review Procedures 2003

__ Michael F. Easley, Governor
William G. Ross Jr., -Secretary
North Carolina Department of Environment and Natural Resources
Alan W. Klimek, P.E. Director
Division of Water Quality
April 12, 2005
Mr. William G. Stamey, Town Manager
Town of Canton
58 Park Street
Canton, North Carolina 28716
Subject: Return of Permit Application
Haywood County EDC
Haywood County
Dear Mr.. Stamey:
A preliminary review of the Fast -Track Permit Application submitted on April 7, 2005 for the
construction of the Haywood County EDC sewer revealed the following omissions:
(1) Item number 6 was not checked to indicate the origin of the wastewater.
(2) The application form was not sealed, signed and dated by the consulting engineer.
The completed application, including the check in the amount of $400.00 is being returned. The
application may be resubmitted when the noted omissions are corrected. Please do not hesitate to
call me at 1-828-296-4659 should you need to discuss this matter in detail.
Sincerely,
RRoy-&M. D vis
Environmental Engineer
Xc: Dale E. Pennell, P.E., McGill Associates,P.A.
Keith Haynes
CANTONLETTER.05
Noe Carolina
Nturall1l
North Carolina Division of Water Quality 2090 U.S. Highway 70 Swannanoa, NC 28778 Phone [phone] Customer Service
Internet: h2o.enr.state.no.us FAX [phone]
An Equal Opportunity/Affirmative Action Employer— 50% Recycled110% Post Consumer Paper

r ,
r
WGILL ASSOCIATES, P.A.
N.O. DENR
Date: 4/6/2005
Tran # Invoice Type Date Reference Balance
35875 040605 Invoice 04/06/05 $400.00
Check- Number:
.4 6.306..6
Check Amt:
$400.00'�
Discount
Pay Amount
$0.00
$460.00.
6 ..
BB&T
WGILL ASSOCIATES; P:A
P.O. BOX 2259
Ftrauch Bauldag and Trust Company
..
ASHEVILLE, NC 28802
66.1121531
PH: [phone]
Exactly
Four hundred and no / 100 Dollars
DATE
AMOUNT
4/6/2005
$400.00
PAY
TO THE
N.C. DENR
ORDER
1614 Mail Service Center
OPERATING ACCOUNT
OF
Raleigh NC 27699-1617
n
j APTHORIZED SIG

State of North Carolina
Department of Environment
and Natural Resources
Division of Water Quality
James B. Hunt, Jr., Governor
Bill Holman, Secretary
Kerr T. Stevens, Director
MR. WILLIAM G. STAMEY
TOWN OF CANTON -
PO BOX 987
CANTON NC 28716
11q1qP01KW
� •
NCDEiTR
NORTH CAROLINA DEPARTMENT OF
ENVIRONMENT AND NATURAL RESOURCES
June 13, 2000
CERTIFIED MAIL
RETURN RECEIPT REQUESTED
SUBJECT: Request for Remission of Civil Penalty
Pursuant to N.C.G.S. 143-215.6A(f)
Town of Canton
Haywood County
Case Number DV 00-001
Dear Mr. Stamey:
Your request for remission has been placed on the agenda for the July 13, 2000 meeting of
the Environmental Management Commission's Committee on Civil Penalty Remissions. The
Committee will convene immediately following the close of the regularly scheduled business
meeting of the Environmental Management Commission in the Ground Floor Conference Room of
the Archdale Building, 512 N. Salisbury St., Raleigh, North Carolina (see enclosed directions). You
should arrive no later than 11:30 a.m.
The factors to be considered by the Committee on Civil Penalty Remissions are whether:
(a) one or more of the civil penalty assessment factors in G.S. 143B-282. 1 (b) were
wrongly applied to the detriment of the petitioner;
(b) the violator promptly abated continuing environmental damage resulting from the
violation;
(c) the violation was inadvertent or the result of an accident;
Mailing Address: Telephone [phone] Location:
1617 Mail Service Center Fax [phone] N. Salisbury St.
Raleigh, North Carolina 27699-1617 State Courier #52-01-01 Raleigh, NC 27699-1617
An Equal Opportunity /Affirmative Action Employer
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(d) the violator had been assessed civil penalties for any previous violations;
(e) payment of the civil penalty will prevent payment for the remaining necessary
remedial actions.
The Committee on Civil Penalty Remissions may remit none of the penalty, a part of the
civil penalty, or the entire penalty. The entire amount of the penalty can only be remitted when
the violator has not been assessed civil penalties for previous violations, and when payment of
the civil penalty will prevent payment for the remaining necessary remedial actions.
You or your representative should be available to make your presentation to the
Committee on Civil Penalty Remissions at the above mentioned time and location. You are
allowed approximately fifteen minutes for your presentation.
If you have any questions concerning this matter, please call Steve Lewis at (919) 733-
5083, extension 539, or Joe Albiston at extension 581. If you are unable to attend on this
date, please notify us at least 10 working days in advance and your hearing will be
rescheduled. Exceptions to the 10-day notice will be made in the event of emergency situations.
Sincerely,
Kerr T. Stevens, Dir ctor
Division of Water Quality
cc: Forest R..-Westall, ARO -Regional Office
File # DV 00-001
Central Files

State of North Carolina
Department of Envirom
and Natural Resources
Division of Water Quality
James B. Hunt, Jr., Governor
Bill Holman, Secretary
Kerr T. Stevens, Director
MR. WILLIAM G. STAMEY
TOWN OF CANTON
PO BOX 987
CANTON NC 28716
Dear Mr. Stamey:
pf
fi
CDENR
mw%IORTH CAROLINA DEPARTMENT OF
ENVIRONMENT AND NATURAL RESOURCES
June 1, 2000
CERTIFIED MAIL
RETURN RECEIPT REQUESTED
RE: Request for Remission of Civil Penalty
Town of Canton
Haywood County
File No. DV 00-001
In accordance with North Carolina General Statute 143-215.6A(f), I considered the
information you submitted in support of your request for remission and did not find grounds to
modify the civil penalty assessment of $21,742.00.
There are two options available to you. You may pay the civil penalty assessment or you may
present your request for remission to the Committee on Civil Penalty Remissions of the
Environmental Management Commission. If you choose to pay the penalty, please make your check
payable to the Department of Environment and Natural Resources and reference the case number.
Send payment within 30 days of your receipt of this letter to the attention of.
Mr. Joe Albiston
NCDENR
DWQ _
1617 Mail Service Center
Raleigh, North Carolina 27699-1617
Mailing Address: Telephone [phone]
1617 Mail Service Center Fax [phone]
Raleigh, North Carolina 27699-1617 State Courier #52-01-01
An Equal Opportunity /Affirmative Action Employer
50% recycled / 10% post -consumer paper
http: //h2o. en r. state. nc. its
Location:
512 N. Salisbury St.
Raleigh, NC 27699-1617

X
You also have the option of presenting your request to the Committee on Civil Penalty
Remissions, which is comprised of members of the Environmental Management Commission. You
may present your request for remission to the committee and a representative from the Division of
Water Quality will present the case against remission. The Committee on Civil Penalty Remissions
will render a final and binding decision in accordance with NCGS 14313-282.1(c).
If you would like to present your request for remission to the Committee on Civil Penalty
Remissions, please notify Joe Albiston at the above address within 30 calendar days. The next
scheduled committee meeting is in Raleigh on July 13, 2000. If you are unable to attend on this
date, your request will be scheduled for a meeting at a future date.
Thank you for your attention to this matter. If you would like a receipt that your check or
request for remission was received, please send it via certified mail. Please feel free to contact Joe
Albiston at [phone], extension 581, if you have any questions.
Sincerely,
��%Z:�
Kerr T. Stevens
cc: Forrest=R: Westall. ARO Regional-S.upervis.or
D. Keith Haynes, ARO
File # DV 00-001
Central Files
Mailing Address: Telephone [phone]
1617 Mail Service Center Fax [phone]
Raleigh, North Carolina 27699-1617 State Courier #52-01-01
An Equal Opportunity /Afftnnative Action Employer
50% recycled / 10% post -consumer paper
http: //h2o. enr. state. tic. its
Location:
512 N. Salisbury St.
Raleigh, NC 27699-1617

State of North Carolina
Department of Environment
and Natural Resources
Division of Water Quality
James B. Hunt, Jr., Governor
Bill Holman, Secretary
Kerr T. Stevens, Director
MR. WILLIAM G. STAMEY
TOWN OF CANTON
PO BOX 987
CANTON NC 28716
L; i► �a
e?*
NCDENR
NORTH CAROLINA DEPARTMENT OF
ENVIRONMENT AND NATURAL RESOURCES
April 24, 2000
RE: Request for Remission of Civil Penalty
Town of Canton
File No. DV 00-001
Haywood County
Dear Mr. Stamey:
MAY
The Division of Water Quality has received your request for remission of civil penalty
dated April 14, 2000, with accompanying support information. Your request will be placed on
the agenda of the Director's next scheduled enforcement conference and you will be notified of
the results.
526.
Should you have any questions, please feel free to call me at [phone], extension
Sincerely,
Linda Fitzpatrick
Non -discharge Compliance/Enforcement Unit
cc: Atsheivill�le�R ai�per�vis/�A=tt tints
Enforcement File w/ Attachments
Linda Fitzpatrick w/ 3 Attachments
1617 Mail Service Center, Raleigh, NC 27699-1617 Telephone [phone] Fax [phone]
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CIVIL,% LNVIRON,IENT.-\L / \ ATER / WASTEWATER
JOHN T. COXEY D oo 4D0
CONSULTING ENGINEERING. PA.
April 17, 2000
Ms. Linda Forehand
North Carolina Department of Environment
And Natural Resources
Division of Water Quality
1617 Mail Service Center
Raleigh, North Carolina 27699-1617
Re: Assessment of CiN111 Penalties
Town of Canton
Havwood County
File No. DV00-001
Dear Ms. Forehand:
REC-SVED
APP 1 9 1UUu
VI. TER QUALITY SECTION
! .,,_Each=r-1 (:nrnl7li? 1Ce F
nt.
On behalf of the Town of Canton, I wish to respond to your letter of March 27,
2000 regarding Civil Penalty action against the Town of Canton concerning sewage
overflo-%vs which occurred between September 1 and November 22, 1999.
All of the subject spills were results of accidental discharge due to gravity lines
being clogged, or in the case of the pump station, a rag hindering operation of one of the
pump station float controls. These spillages were not due to negligence on the part of the
Town of Canton, and all spills were immediately reported to the Division of Water
Quality and promptly abated, avoiding further environmental damage.
I have spoken with Mr. Keith Haynes of the Asheville Regional Office who stated
that the Town has not submitted a Spill Response Plan or and Operation and Maintenance
Plan as previously required by the Division of Water Quality. The Town initiated both of
these plans, however they were not completed due to the uncertainty and confusion as to
whether Champion International (now Blue Ridge Paper) or the Town was responsible
for preparing these Plans. Blue Ridge Paper owns and operates the wastewater treatment
facility, which treats all flows from the Town of Canton.
The Town fully intends to comply with the requirements for providing the above
referenced documents and will provide them as soon as possible.
_IOHN T. COXEY. P E.
PRESIDENT
53 FOX CI -LASE RD. WEST

CIVIL/ LN\'IRON�IENT,•\L / W.-VFER / WASTEWATER
JOHN T COXEY D 00— OL
CONSL'LT1NG ENGINEERING. P.A.
April 17, 2000
Ms- Linda Forehand
North Carolina Department of Environment
And Natural Resources
Division of Water Quality
1617 Mail Service Center
Raleigh, North Carolina 27699-1617
Re: Assessment of Civil Penalties
Town of Canton
Haywood County
File No. DV00-001
Dear Ms. Forehand:
REC3EfVEL3
OR 1 9 2UUU
'11,' 1 ER QUALITY SECTIpjq
-� �CflcfC_e C0M10Ce S mr.
On behalf of the Town of Canton, I wish to respond to your letter of March 27,
2000 regarding Civil Penalty action against the Town of Canton concerning sewage
overflows which occurred between September 1 and November 22, 1999.
All of the subject spills were results of accidental discharge due to gravity lines
being clogged, or in the case of the pump station, a rag hindering operation of one of the
pump station float controls. These spillages were not due to negligence on the part of the
Town of Canton, and all spills were immediately reported to the Division of Water
Quality and promptly abated, avoiding further environmental damage.
I have spoken with Mr. Keith Haynes of the Asheville Regional Office who stated
that the Town has not submitted a Spill Response Plan or and Operation and Maintenance
Plan as previously required by the Division of Water Quality. The Town initiated both of
these plans, however they were not completed due to the uncertainty and confusion as to
whether Champion International (now Blue Ridge Paper) or the Town was responsible
for preparing these Plans. Blue Ridge Paper owns and operates the wastewater treatment
facility, which treats all flows from the Town of Canton.
The Town fully intends to comply with the requirements for providing the above
referenced documents and Will provide them as soon as possible.
JOHN T COXEY P.E.
PRESIDENT
53 PDX CHASE RD. WEST
PHONE (8-18)FAX (5")81 (;.-„S- I "tt

Page Two
Ms. Linda Forehand
The Town of Canton has not been assessed civil penalties for any previous
violations and has an excellent record for maintenance and operation of its sewage
collection system.
The Town of Canton respectfully requests remission of these civil penalties based
on the facts presented above. As required, attached is the Waiver of Right to an
Administrative Hearing and Stipulation of Facts.
Sincerely,
John T. Coxey Consulting Engineering, P. A.
tl John T. Coxey, P. E.
cc: Bill Stamev
Nan Guthrie
Enclosure

STATE OF NORTH CARGLINA ENVIRONMENTAL MANAGEMENT
COMMISSION
COUNTY OF HAYWOOD
IN THE MATTER OF ASSESSMENT ) WAIVER OF RIGHT TO AN
OF CIVIL PENALTIES AGAINST ) ADMINISTRATIVE HEARING AND
PERMIT NO. ) STIPULATION OF FACTS
FILE NO. DV 00-001
Having been assessed civil penalties totalling $21 , 742.00 for violation(s) as
set forth in the assessment document of the Director of the Division of Water Quality dated, March 27,
2000 , the undersigned, desiring to seek remission of the civil penalties, does hereby waive
the right to an administrative hearing in the above -stated matter and does stipulate that the facts are as alleged
in the assessment document.
This the 14 day of April , 192000
SIGNATURE
TOWN OF CANTON
P.O. Box 987, 58 Park Street
Canton, North Carolina 28716
[phone] or
TELEPHONE
(828) 648— 2364

MEMORANDUM
TO:
h
tityl'
NORT__ yAROLINA DEPARTMEN OF
ENVIRONMENT AND NATURAL RESOURCES
DIVISION OF WATER QUALITY
Asl-IEVILLE REGIONAL OFFICE
WATER QUALITY SECTION
December 17, 1999
Coleen Sullins, Chief
Water Quality Sectinn
THROUGH: Forrest R. W
Water Qualitfi
FROM: D. Keith Hay
Environment
SUBJECT Enforcement Action
Town of Canton
Haywood County
Please find attached an enforcement action for unpermitted discharges from the Town
of Canton's sewage collection system The Town does very well as far as reporting
the violations; however, they have never submitted the Spill Response Plan nor the
Operations and Maintenance Plan. Thus, they have not accumulated enough points to
avoid an enforcement action.
It is recommended the appropriate enforcement action be taken against the Town of
Canton, for the unpermitted discharges. .
Enclosure
INTERCHANGE BUILDING, 59 WOODFIN PLACE, ASHEVILLE, NC 28801-2414
PHONE [phone] FAX [phone]
AN EQUAL OPPORTUNITY / AFFIRMATIVE ACTION EMPLOYER - SOq RECYCLED/10% POST -CONSUMER PAPER
IF'�, i 9fv 'G�3

STATE OF NORTH CAROLINA
COUNTY OF HAYWOOD
IN THE MATTER OF
TOWN OF CANTON
FOR MAKING AN OUTLET TO THE
WATERS OF THE STATE OF
NORTH CAROLINA
WITHOUT A PERMIT
NORTH CAROLINA
ENVIRONMENTAL MANAGEMENT COMMISSION
File No. DV
FINDINGS AND DECISION
AND ASSESSMENT OF
CIVIL PENALTIES
Acting pursuant to North Carolina General Statute (G.S.) 143-
215.6A, I, Kerr T. Stevens, Director of the Division of Water
Quality (DWQ), make the following:
I. FINDINGS OF FACT:
A. Canton is a Town organized and existing under the laws
of the State of North Carolina.
B. The Town operates a sewer collection system in Canton,
Haywood County, North Carolina.
C. On September 1, 1999, the Town submitted an overflow
report form for the discharge of 1000 gallons of
wastewater from a manhole located at 41 Glenn Street.
It was estimated that 500 gallons entered an unnamed
tributary to Beaverdam Creek which is Class C Waters.
The discharge occurred on August 31, 1999.
D. On September 1, 1999, the Town submitted an overflow
form for the discharge of 2000 gallons of wastewater
from a pump station located at 90 Park Street/Plus
Laundry, into the Pigeon River which is Class C Waters.
The discharge occurred on August 31, 1999.
E. On September 9, 1999, the Town submitted an overflow
report form for a discharge of 4000 gallons of
wastewater from a manhole located on Thompson's Street
into Campground Branch which is Class C Waters.

F. On November 16, 1999, the Town submitted an overflow
report form for a discharge of 500 gallons of
wastewater, from a manhole at Short Street and North
Main into a storm drain and into nearby Class C waters.
The discharge occurred on November 16, 1999.
G. On November 22, 1999, the Town submitted an overflow
report form for a discharge of 200 gallons of
wastewater, from a manhole off of Frank Street into
Campground Branch which is Class C Waters. The
discharge occurred on November 20, 1999.
H. The Town had no valid permits for the above described
discharges.
I. There have been no previous enforcement actions against
the Town.
J. The cost to the State of the enforcement procedures in
this matter totaled $242.00.
II. CONCLUSIONS OF LAW:
A. The Town of Canton is a "person" within the meaning of
G.S.143-215.6A pursuant to G.S. 143-212(4).
B. The above cited streams constitutes waters of the State
within the meaning of G.S. 143-215.1(a)(1) pursuant to
G.S. 143-212 (6) .
C. The above -cited discharges constituted making an outlet
to waters of the State for purposes of G.S. 143-
215.1(a)(1), for which a permit is required by G.S. 143-
215._1
D. The Town of Canton may be assessed civil penalties in
this matter pursuant to'G.S. 143-215.6A(a)(2),'which
provides that a civil penalty of not more than ten
thousand dollars per violation may be assessed against a
person who is.required but fails to apply for or to
secure a permit required by G.S. 143-215.1.

E. The State's enforcement costs in this matter may be
assessed against the Town of Canton pursuant to G.S.
143-215.3 (a) (9) and G.S. 143B-282.1 (b) (8) .
F. The Director, Division of Water Quality, pursuant to
delegation provided for by G.S. 143-215.6A(h), has the
authority to assess civil penalties in this matter.
Based upon the above Findings of Fact and Conclusions of Law,
I make the following:
III. DECISION:
Accordingly, the Town of Canton is hereby assessed a civil
penalty of:
$ for making an outlet to the waters
of the State on August 31, 1999,
without a permit as required by G.S.
143-215.1.
$ for making an outlet to the waters
of the State on August 31, 1999,
without a permit as required by G.S.
143-215.1.
$ for making an outlet to the waters
of the State on September 9, 1999
without a permit as required by G.S.
143-215.1.
$ for making an outlet to the waters
of the State on November 16, 1999
without a permit as required by G.S.
143-215.1.
$ for making an outlet to the waters
of the State on November 20, 1999
without a permit as required by G.S.
143-215.1.
$
TOTAL CIVIL PENALTY, which is .
percent of the maximum penalty
authorized by G.S. 143-215.6A.
$ 242.00 Enforcement costs
TOTAL AMOUNT DUE

(4) The cost of rectifying the damage;
(5) The amount of money saved by non-compliance;
(6) Whether the violation was committed willfully or
intentionally;
(7) The prior record of the violator in complying or failing
to comply with programs over which the Environmental
Management Commission has regulatory authority; and
(8) The cost to the State of the enforcement procedures.
(Date) Kerr T. Stevens, Director
Division of Water Quality

CERTIFICATION PAGE
I certify that the information in this report.is
true to the best of my knowledge. All violations of self -
monitoring data have been verified by hard copy review of the
monthly reports (if applicable) and the appropriate permit (if
applicable).
Signat,'e ofj,Pr,�ipal ,��estigator (s) :
DATE: /07 �,o - qq

1'canittec: � �.�✓' �,,� Auachmna if Needed
P�etmit N )
weber C =Lty:
MAP
Dwid= Seomd: Dace 'l'ittye 7sacid t Fod: Date TMr. m7-= ..
Source of Spilwaypass (Check One): sewer 0 Pump 3taaon axe
Level Of Tmlt== (Check OW: azaurxat 0 SCCMdary
UstWumd Vubmw of SpMMyp m: (A vohmm mm be given even Hit is a xwgh esdn area
Did she SpiiliBypm the Sudwe Waters? es 4I If yes, please list the ibllawbv
Volume Ra=hing5=fi=Waw= Smt = WwwName~
Did she SpiMypass result is a Fish Kill? p es a
lAcatim of the SteiD/Banasa-
-ell e7A�0.6.0 IS;Ot—
a ,ter_ of � fiR 1j 1f!' awe•
ale
UM Skc^
4,,w e
�477'74,Z`^
*- . -- / l
For DDIi Q Um Only
f
Qral Itcpw I'almn by; R,ep= Taiaan: Dace
DWQ RAquesWd an Addidwal Wxiu= Pcppst: 10 a 0 rjo If Yea. What Addid*wd Infarraadon is Needed:
OI Bypen )tepuning F== .W7

E S 2 P -
tarTnm - Use Auachmwas if Nbcded)
Pern2it Numbw. COLMt9r.
PennittEe.
Incidcnt Started: Datc. A - TA iff T1= 1ncWOWEndcd.]pax
Sources of SpiUffiypm (Cher* One): 12 SnLbUgi-w—cr UFGFP3Wn--OWaMwMrT=4M=Fleet —1
Level of Tmmmt (Check One): 10WO& ONGWYNMMIM MMM= 00flcd�MY-7
EsWnatedVb1u=*fSPWMYPA= (A Yalu= be given even if it is a mugh esdnuft)
Ow the somaypass nacb the Stzrface Wan=? IfirTes 0 NO 1 If yes. PIMM list the following:
Volume RawAung SmffAM WMM nW49d Surface WaterNam: �
Did the Spill/Bypaw result in a Fish 1017
Action Takeg- to in Spill. Cj= Up War ad Baum= ft shen
Phom Number.
w =ature-'e��� Date:
For DWQ Use Ov1y:
Oral Report Taken by: --- FmpwtT&k=.- Data rMw
DWQ Requested an Addidwal Ww= Report: VO Yet 0 No
If Yes, What AdAtkmil Information is NeedeOL
SP11Y8ypM Repotting FaMP97
20:2RHE1 2917EIT929m1 r1'Ew-Cbq-$:PA hniwi-n -ri tier i !ix-w4 cc: -)La rr- to--r-=

SEP-10 99 07:34 FROM:TOWN Of NTON 828-646-3419 TO: 16452 PAGE:01
OrType - We At4whm eits if
P'erWt Numba%- C�uncy:
01 or
Jncidr t,St : bate l/,✓ .v T •f-+�' I=idetu.F.t%ded: Dec ' �Y rum
Source of SpjIYBypasa (Cbc* One): RLaw war t] tataoR t }
I.•evel of Trent (Check One): Owe �a MwM 0 SeRMURY THatmint on pay
Estimated Volume of SpflMypan: (A volum most he given w= if it is a tough estfinam)
Did tla: Sp&Bypass teach ft Sure Waters? es C3 ED xf yes. Pumw Iist that & t wmg:
Volum Reaching Surfm WMeas: � � SurbMwaterNUM.
Did the SpiWBypaw .result in a Hsh ICII?
Rmwim Haft
FMT574 0 r,�'- .• ►. _M'.. S 7_ _� i- ::w1 i. % 1! ti��lf_-'. '.4" ��. �. _ - �aar:vcca�
A if
For DWQ Use Only:
Oral Riepott Taken by: Report Taken: DateTs�
DWQ Requemd an Additional Written! iteptart FO s O
if Yes. What Additional infor ndCn is Needy:
+rf.
;rrY $�i11l6Ypaa 11 ItsFatty ?
n F..

11/17/1999 12:35 5463409
GEA
PAGE 01
Permittee:
Incident Stared. Date
Sourer of SpiIlBypass (Check One):
Ype - Use Attachments if N
Permit Number. County; r
'� Incident Ended: Date ! T
Level of Treatment (Check One): ne Q p6mag Tit on z atwt Q C oranatton
Estimated Volume of Spsli/Sypass: . /U�0,,/ • (A volume must be given even if it is a rnngh estuaate.)
Did the SlrillBypass reach the Surface Waters? es0 No I If yes, please list the following:
Volume Reaching Surface Waters_ ,,y r Surface Water Name:
Did the Spill/Bypass result in a Fish Kill? 10 Yes o
L.godan of the Spit
Cause of the SVil ByME
Dewnbc the RMiM Ma-&. Cleolfl-�--/ I.:�l?"-.- el-<-- —
t..
124AO /;v / . ereee
Odzr Agencies Notified. -
Person Reporting S i �� ..� Phone Plumber:
Si Date: & > J"
For DW+Q Use Only: - - --_---
Oral Report Taken by: _ -- Report Taken: Date Time
DWQ Requested an Additional Written Rep= O es O o
If Yes, What Additional Inform don is Needed:
Sp11l/Bypass Repartir S Form.

NOV-22 99 09:41 FROM: e2e*646*3419 TO:S 6452 PRGE:01
triewexnnt or Type -Use Attpat�meaer ii Nexded �
l'er32tettCC: 0rrrtit Nur;
County: o
Incident Started Date —/ZZ2 Tunic _I t ' 3r incident Ended: Date 7 0 Tune � U
Source of Spill/Bypass {Check One): 'suit ewer O tat O astewaw tmetit lent
Level of Treatment (Check One). oue Q �
e�eata�aet o icon arat�ne rmat<on
Estimated Volume of SpilyBypass: J Q p Q A (A volume mm u be given even if it is a rough estimate.)
Did the Spill/Bypass reach the Surfed Wagers? es Q o If yes, please list the following:
Volume Reaching Surface Watras: SoLa S Starfaex Water Name:���� .�
Did the SpMypass result in a Fish Kill?
rt'pt4 f4t;, /-i/'x ST.
CMW oft °+g llas',
g 415 S A td �-�`�� S%c/Cn/
DUMILAN C
4 b
CA t C IC Ala .r f
Other Agencies Noted:
Person Reporting Spill/Bypass: a o on Phone Number:
late:
For DWQ Use Only:
Oral Report Taken by: Report.Taken: Date Tiaras
DWQ Requested an Additional Written Report: O . es O o
If Yts, What Additional Information i$ Needed:
.3pi1YSyp= Reporting Form 8197

SPILL RESPONSE EVALUATION FACTORS
Total
Criteria
Requirement
Evaivation
Points
24-hour con c is w is inc u es phone
-C-o`ffi-pTeTe-[ist = 1 u porn
numbers for:
• Personnel / staff to address the situation
No list = 0 points
• Contractors / staff for mechanical repair
Equipment is w is includes*
omp e e List = 10 points
• Required functional emergency equipment
• Location of functional equipment
No list = 0 points
On -site assessment of spill as soon as
possible (ASAP), or at least within 120
Tnitial assessment time ASA an no
more than 120 min. = 10 points
minutes' of notification of spill. Documentation
Initial assessment time not ASAP or
and explanation required on length of
more than 120 min. = 0 points
response time.
o Ea on o necessary response after
initial assessment.
eqi a mobilization = 10 points
Inadequate mobilization = 0 points
contacted imme is a y, or at leastwi in
Contact within 24 hours = points
24 hours of notification of spill.
Contact after 24 hours = 0 points
TOTAL SPILL RESPONSE SCORE
3 --M-,kQk G* �1ZICM,*% <:: �k -
Revision #1 6/11/99 Page 3

SPILL RESPONSE EVALUATION FACTORS
Total
Criteria
Requirement
Evaluation
Points
24-hour contact listwhich inciudes p one
GompleFe CRT= 10 points
numbers for:
• Personnel / staff to address the situation
No list = 0 points
• Contractors /staff for mechanical repair
quipmen is w icn includes:
• Required functional emergency equipment
omp e e is = points
• Location of functional equipment
No list = 0 points y
on -site assessment of spi as soon as
possible (ASAP), or at least within 120
initial assessment time As and no
more than 120 min. = 10 points
minutes' of notification of spill. Documentation
explanation required on length of
Initial assessment time not ASAP or.
and
response time.
more than 120 min. = 0 points
-Mobilization o necessary response a er
equa a mobilization = 10 points,
initial assessment.
Inadequate mobilization = 0 points
t
5Owu
contacted immediate y, or at leastwithin
Contact within 24 hours = poin s
24 hours of notification of spill
Contact after 24 hours = 0 points
SCOREQ
TOTAL SPILL RESPONSE
Revision #1 611 1/99 Page 3

SPILL RESPONSE EVALUATION FACTORS
Total
Criteria
Requirement
Evaluation
Points
24-hour conta 1 w is -includes phone
omp e e s = porn
numbers for
- Personnel / staff to address the situation
No list = 0 points
0,
- Contractors / staff for mechanical repair
Equipmentinist whicninc u es:
- Required functional emergency equipment
Complete Litt=10 points
0
- Location of functional equipment
No list = 0 points
n-sia assessmen of 1:7."pifilFas soon as
possible (ASAP), or at least within 120
Th-iffai assessment me ASAF and no
more than 120 min. = 10 points
minutes of notification of spill. Documentation
And explanation required on length of
Initial assessment time not ASAP or
response time.
more than 120 min. = 0 points
o i nation o necessary response after
equate mo i iza on = porn ts
initial assessment.
Inadequate mobilization = 0 points
—Po
contactedUWQ immediate y, or a east within
in ours = in
Contact wits
24 hours of notification of spill.
Contact after 24 hours = 0 points
TOTAL SPILL RESPONSE SCORE
Qk - Qk I Qkc� .
Page 3
Revision # 1 b/ 11 /99

SPILL RESPONSE EVALUATION FACTORS
Criteria
Requirement
Evaluation
TOM
Points
our con i is includes phone
�s = porn
numbers for:
• Personnel-/ staff to address the situation
No list = 0 points
• Contractors / staff for mechanical repair
gwpmen is Which includes:
• Required functional emergency equipment
omp e e = poin
• Location of functional equipment
No list = 0 points
On -site assessment of spill as soon as
possible (ASAP), or at least within 120
ni a assessment me ASAF and no
more than 120 min. = 10 points
minutest of notification of spill. Documentation
and explanation required on length of
Initial assessment time not ASAP or
`
\
response time.
more than 120 min. = 0 points
o i iza ono necessary response a er equate mo i iza on = poin
initial assessment.
Inadequate mobilization = 0 points5
u
OM contaded imme is I tely, or at leastwithin -Contact w in ours = Wpoints
1
24 hours of notification of spill. Contact after 24 hours '= 0 points.
TOTAL SPILL RESPONSE SCORE
A=AZ �_
sk< u NNaV^
Page 3
Revision #1 6/11199

SPILL RESPONSE EVALUATION FACTORS
Criteria
Requirement
Evaluation
Total
Points
- our con i w is inc u es p one
omp e e Is = pom
numbers for:
• Personnel / staff to address the situation
No list = 0 points
• Contractors / staff for mechanical repair
quipmeff TRFW—hich includes:
-Complete s = 10 points
• Required functional emergency equipment
- Location of functional equipment
No fist = 0 points
on -site assessment o spill as soon as
possible (ASAP), or at least within 120
initial assessment me ASAF and no
more than 120 min.- = 10 points
minutes' of notification of spill. Documentation
Initial assessment time not ASAP or
i\
and explanation required on length of
more than 120 min. = 0 points
response time.
o i iza on of necessary response a e_r
Adequatemobilization = points
lam'
initial assessment.
Inadequate mobilization = 0 points
contacted immediately, or aleast w in—
contact within 24 hours = points
24 hours of notification of spill.
Contact after 24 hours = 0 points
TOTAL SPILL RESPONSE SCORE
1\ qu . (\q
Revision #1 6/11/99 Page 3

DIVISION OF WATER QUALITY
ENFORCEMENT CASE ASSESSMENT FACTORS
TYPE: DV
VIOLATOR: Town of Canton
ADDRESS: Post Office Box 987
Canton, North Carolina 28716
(1) The degree and extent of harm to the natural resources
of the State, to the public health, or to private property
resulting from the violation; Minor or unknown. Spillage
onto private property would have been a temporary nuisance.
(2) The duration and gravity of the violation; The duration
and gravity varied from incident to incident.
(3) The effect on ground or surface water quantity or quality
or on air quality; Unknown. No fish kills were reported.
(4) The cost of rectifying the damage; Not applicable.
(5) The amount of money saved by non-compliance; Money saved
would have been the cost of routine maintenance and
replacement/repair of any applicable sewer lines.
(6) Whether the violation was committed willfully or
intentionally; Unknown. However, it is unlikely that the
overflows were committed willfully or intentionally.
(7) The prior record of the violator in complying or failing to
comply with programs over which the Environmental
Management Commission has regulatory authority; None
(8) The cost to the State of the enforcement procedures;
Enforcement costs were: $242.00
(9) Type of violator and general nature of business;
The violator is a small town.
(10) Violators degree of cooperation or recalcitrance;
Had the Town submitted the Spill Response Plan and the
Operation and Maintenance Plan, as required, the
enforcement action would not have been necessary. The
public works director was reminded about the Spill
Response Plan, but it still was not submitted.
(11) Mitigating Circumstances; None
1

06/29/00 07:26 ' 8286581304 COXEY ENGINEERIN Q 001
CIVIL/ ENVIRONMENTAL / WATER / WASTEINAI ER
JOHN T. COXEY
CONSULTING ENGINEERING, pit.
FAX TRANSMITTAL
To: Keith Haynes
NCDENR
Fax
Number: 251-6452
From: John T. Coxey, P. El.pZ-#
Date: June 29, 2000
Number of Pages
Including
Cover: 10
Comments:
Please see attached letter and documents.
JOHN T. COXEY, P E.
PRESIDENT
53 FOX CHASE RD. WEST PHONE [phone]
ASHEVILLE, N.C. 28804 FAX [phone]

06i29i00 07 : 27 L 8286581304 COXEY ENG I NEER I N IM 002
CIVIL/ ENVIRONMENTAL / WATER/ WASTEWATER
JOHN T. COXEY
CONSULTING ENGINEERING, P.A.
June 29, 2000
Mr. Keith Haynes
North Carolina Department of Environment
And Natural Resources
Division of Water Quality
59 Woodfin Place
Asheville, North Carolina 28801
Re: Town of Canton
Spill Response Plan
Operation & Maintenance Plan
Project No. 20007
Dear Keith:
Attached is one (1) copy each of the above referenced documents we have
developed for the Town of Canton.
I would like to know your comments on. these documents and any suggestions you
might have for revision, additions, etc.
I will be in Raleigh on July 13 for the Environmental Management Commission's
Committee on Civil Penalty Remissions, so your comments would be helpful:
Please cal I me at ,your earliest convenience to discuss these documents. I
certainly appreciate your help in this matter.
Sincerely,
John T. Coxey Coilsulting Engineering, P. A.
<0T,
. Coxey . E.
JTC/pc
cc: BiI1 Stamey
Enclosure
JOHN T COXEY. PE -
PRESIDENT
53 FOX CHASE RD, WEST
ASHEVILLE, N.C. 28804
PHONE [phone]
FAX [phone]

06/29/00 07 : 27 ^n 8286581304 COXEY ENG I NEER I N 121003
Sewage Spill Response Plan
For
Town of Canton
Haywood County, North Carolina
The following procedures and guidelines are established by the Town of Canton
for reporting, assessing, and actions to be taken in the event of a sewage spill from its
wastewater collection system and pumping stations. This plan is made readily available
to all essential personnel involved in spill response.
1. Reporting Requirements
A. Any sewage spill, regardless of volume, that reaches any
surface water, conveyance, ditch, stream, etc. and/or any spill greater
than 1,000 gallons on the ground must be reported within 24 hours of
first knowledge of the spill. Spills should be reported to the Division
of Water Quality, Asheville Regional Office (828-251-6208) during
business hours and to the Emergency Operations Center (1-800-858-
0368) after normal business hours.
B. The 1,000-gallon threshold applies only to spills on the ground that are
captured, fully contained and removed quickly, ensuring that no
wastewater reaches surface waters. All measures should be taken to
decontaminate and neutralize the area, including the removal of solids
and addition of time.
C. The Sewage pill Response Evaluation (SSRE) form attached should
be completed and mailed or faxed to the Division of Water Quality,
Asheville Regional Office within 5 days from knowledge of the spill.
The address of the Asheville Regional Office is:
North Carolina Department of Environment and Natural Resources
Division of Water Quality
59 Woodfin Place
Asheville, North Carolina 28801
Phone- [phone]
Fax (828-) 251-6452

06i29i00 07:28 ' 8286581304 COXEY ENGINEERIN
191004
II. Record Keeping
A. Records of all spills, whether reportable or not, must be kept for a
period of three years'and those records must be available for review by
DWQ staff upon request. Volume estimations shall be approximated.
The records should include applicable calculations.
M. Spill Assessment
A. An on -site assessment of all spills should be made as soon as possible
but in no case, no longer than 120 minutes.
Assessment should be made to determine the vdIume of the spill,
whether the spill reached surface waters, if a fish kill took place and
the approximate number of fish, the cause of the spill, actions
necessary for containment of the spill, personnel and equipment
necessary to clean up spill and remediate the site. If vandalism is
reported to have caused the spill, it must be reported to the police
department and a copy of the report provided to Division of Water
Quality. In addition, photographs showing the vandalism are
recommended.

2
06/29/00 07:28 '&8286581304
Updated Collection System Guidance
COXEY ENGINEERIN 1I005
June 14,1999 ..
Sewage Spill Response Evaluation:
(page 1 of 2)
Permittee Permit Number _ ... County
Incident Ended: (Datefrime) / Estimated Duration (Time)
First knowledge of incident: (Daterrime)
Estimated volume of spilllbypass
gallons. Show rational for volume.
If spill is ongoing, please notify Regional ice on a daily basis until spill can be
stoPP6
Reported to: (Dateitime)
Name of person
Weather conditions:
Source of spill/bypass (check one): Sanitary Sewer Pump Station WWTP
Level of treatment (check one): None Primary Treatment
Secondary Treatment Chlorination Only
Did spill/bypass reach surface waters? Yes No (If Yes, please list the following)
Volume reaching surface waters?
Name of surface water
Did spill/bypass result in a fish kill? Yes , No
If Yes, what is the estimated number of fish killed?
1. Location of spill/bypass:
2. Cause of spill/bypass:
gallons
3. Did you have personnel available to perform initial assessment 24 hours/day (including weekends and
holidays)?
Yes - No
4. How long did it take to make an initial assessment of the spillloverflow after first knowledge?
Hours Minutes
How long did it take to get a repair crew onsite?
Hours Minutes
Please explain the time taken to make initial assessment:

06/29/00 07:29 [ 8286581304 COXEY ENGINEERIN
June 14,1099
M 44.
Updated Collection System Guidance
Permittee
Sewage Spill Response Evaluation:
(Page 2 of 2)
Permit Number County.
5. Action taken to contain spill, clean up waste, and/or remediate the site:
6. Were the equipment and parts needed to make repairs readily available?
Yes No If no, please explain why:
7. If the spill/overflow occurred at a pump station, or was the result of a pump station failure,
was the alarm system functional at the time of the spill? Yes No If the alarm
system did not function, please explain why:
B. Repairs made are: Permanent Temporary
Please describe what repairs were made, if the repairs are temporary, please indicate a date by
which permanent repairs will be completed, and notify the Regional Office within 7 days of the
permanent repair:
9. What actions have been made to prevent this discharge from occurring again in the future?
10. Comments:
Other agencies notifed:
Person reporting spill/bypass: Phone Number.
Signature Date:
For DWQ Use Only:
DWQ requested additional written report? Yes No
If vac what oefAfinnol infnrmalinn is nmcAarl7

06/29/00 07:30 [ 8286581304 COXEY ENGINEERIN
007
Town of Canton
Water and Sewer Department
24 hour on call
Dale Inman
Richard Hodge
Roger Lyda
David Gunter
David Matteson
Jeff Hill
Paul Burgess
On call Pager Numbers
648-1154
454-1761
667-0782
298-4085
456-0490
648-0315
648-7971
648-7512
456-6104
456-0492
456-0493

06/29/00 07:30 '&8286581304 COXEY ENGINEERIN Cj008
TOWN VEHICLE
14
15
16
17
18
1030
1 O4 D
104T(D)
105 (D)
105 (D)
106 (D)
106A
1068
108C
108H
108 (D)
109(A)
110
112A (D)
112 (D)
120 (D)
121
168 (D)
171T'
181
20
21
22 (D)
23
25
26
29 (D)
203
205
207 (A)
221
223 (0)
227 (D)
227T
229 (D)
38 (D)
39 A
89
75 (D)
83 (D)
WATgR A SEWER VEHICLE LIST
YEAR MAKE
1989 1TON CHEW TRUCK
1990 1TON CHEVY TRUCK
1999 1 TON DUMP TRUCK F375 04
iggg 1 TON FORD F350/4X4
1990 1 TON CHEV TRUCK
1985 GMC DUMP TRUCK
1991 FORD DUMP TRUCK
1993 VERMEER BRUSH CHIPPER
1984 JCS SACKHOE
1899 JOHN DEERE BACKHOE
1974 PETE TRACTOR
1955 ROGERS TRAILER
30FT MILLER SEMI TRAILER
1981 LOWBOY TRAILER
1968 LOWBOY TRAILER
1991 FORD
MOWER -PULLED
1985 2 112 TON FORD TRUCK
1969 CATERPILLAR (WHEEL LOADER)
CASE RUBBER TIRED LOADER
1991 AIR COMPRESSOR
1996 SMITH UTILITY TRAILER
1983 5/4 TON CHEW TRUCK
1992 SURERIDE UTILITY TRAILER
1982 1/2 TON FORD
1994 1/2 TON F150 FORD
1995 F350 FORD PICKUP
1979 FORD BACKHOE
1989 1/2 TON CHEVY
1997 FORD CAB 4X2
1999 FORD F353 4X4
1982 AIR COMPRESSOR
1972 DODGE PUMP TRUCK
1979 CHEVY VAN
1968 TANK TRAILER
1986 SCRECO SEWER CLEANER
TD7E BULLDOZER
1992 DITCH WITCH TRENCHER
1982 TRAILER
1999 310D JON DEERE BACKHOE
1994 STREET FLUSHER
1965 PUMP TRAILER
1980 UTILITY PUMP TRAILER
1984 KUBOTA TRACTOR
1989 5/4 TON CHEW TRUCK

06/29/00 07:30 `''ty8286581304 COXEY ENGINEERIN U 009
Operation and Maintenance flan
For
Sewage Collection System
Town of Canton
Haywood County, North Carolina
This Operation and Maintenance Plan is provided as a guideline for the Town of
Canton for scheduling and performing necessary maintenance to its collection system and
sewage pumping stations to assure that adequate measures have been taken for preventing
sewage spills in its system.
L System Visual Inspection Frequencies
A. High Priority Gravity Lines and Force Mains -Inspect once per six
months.
High priority lines include aerial lines, aerial crossings, stream
crossings, siphons and stream bank lines, etc.
B. All other lines — inspect annually.
C. Pump Stations without telemetry -Inspect daily including weekends
and legal holidays.
Note: Beginning July 1, 2001 these inspections shall be provided
once per 24 hours.
D. Pump Stations with telemetry — Inspect once per week.
II. Riebt-of-Way Maintenance
As gravity lines, pump stations, and force mains are inspected, note right-
of-way conditions and provide grass cutting, brush clearing, access road
repair, etc. as required to maintain ease of access to lines and pump
stations.
III. Line Cleanin
During visual inspections at frequencies required above, lamp gravity lines
between manholes to determine blockages and obstructions and clean as
necessary.

06/29/00 07 : 31 ^p 8286581304 COXEY ENG I NEER I N a 010
IN% Collection System Man
Update eisting system map immediately upon addition of new collection
lines or pump stations and force mains. Additionally, note location where
lines or pump stations are taken out of service or off line.
V. Maintenance Records
Keep written maintenance logs documenting all inspections, repairs, line
cleanings, locations of maintenance performed and personnel who
performed work.

3ewal?e Spill Response Evaluation:
(page 1 of 2)
Permit Number Coun 1114 1V g Od
Incident Ended: (Date/Time) li o I �I/r Estimated Duration (Time)11&,r lfna ,-uh-j
5irst knowledge of incident: (Date/Time) J /d OD 1 ,3 Q glm,
Estimated volume of spill/bypass gallons. Show rational for volume.
If spill i.s ongoing, please notify Regional Office on a orally basis until spill can. be stopped. .
Reported to: r ' A IJli(Date/time)
Name of person
Weather conditions:
source of spill/bypass (check one): _j /.Sanitary Sewer Pump Station WWTP
Level of treatment (check one): ✓None _Primary Treatment
Secondary Treatment Chlorination Only
Did spill/bypass reach surface waters? tYes � No (if Yes, please fist the following)
Volume reaching surface waters? ' R _ _ gallons
Name of surface water i
Did sp'illlbypass result in a fish kill? Yes ✓ No a
If Yes, what is the estimated number of fish killed? 5+ i
i
Please provide the foillowing information: Q3
t location of spill/bypass:c rc..,, •� �r4 uyr f},�+� ,d
2. Cause of spiWtoypass: zt e-k A esj to I -A S E -
3. aid you have personnel available to perform -initial assessment 24 hours/day (including weekends and
holidays)
Yes No
4. How long ld it take to make an initial assessment of the spill/overflow after first knowledge?
Hours IS- Minutes
How Ion did it take to get a repair crew onsite?
Hours J;C Minutes
Please explain the time taken to make initial
Revision 41 6/1 1/99
TO:39Ud 2Sb9TS26:Ol 6Ti72*9b9*82e .:WONJ b0:80 00 TT-d3S

828*646*3419 TO:92516452
,3ewa e 5 I Response ]Evaluation:
(Page 2 of 2)
Permit Number County 00,l
S. Action taken to contain spill, clean up waste, and/or remediate the site:
- °---- _,
6. Were th!e puipment and parts needed to make repairs readily available?
Yes, No If no, please explain why:
7. If the spill/overflow occurred at a pump station, or was the result of a pump S51tion failure,
was the alarm system functional at the time of the spill? Ye No V If the alarm
system did not function, please explain why:
8. Repairs made are: Permanent _ Temporary -_--_
Please describe what repairs were made, If the repairs are temporary, please indicate a date by
which permanent repairs will be completed, and notify the Regional Office within 7 days of the
permanent repair:_,_ _ I e j f r el C c-..,r L, tie
9. Wh t-actions have been rna a to prevent this discharge from occurring again in the future?
.. z r'a _C A�Cz rt �, C e. S r A r d t.l c ('1 f_d ,n 1 A�0
10. Comments:
Other agencies notifed:
Person reporting spill/bypass:M,,,,,c...►v,dl�nkliis�.+ PhoneNumber,
Signature 7->!a r_,-�- Date: llo o U
For DWq Use Only:
DWO requested additional written report? Yes No
If yes, what additional information is needed?
Requested by ------.--_-
Revision,11 &1499

State of North Carolina
Department of Environment
and Natural Resources
Division of Water Quality
James B. Hunt, Jr., Governor
Bill Holman, Secretary
Kerr T. Stevens, Director
CERTIFIED MAIL
RETURN RECEIPT REQUESTED
Mr. William G. Stamey
Town of Canton
PO Box 987
Canton NC 28716
Dear Mr. Stamey:
IT4
Now
D E N R`
March 27, 2000
00
Aid
SUBJECT: Assessment of Civil Penalties for Violation(s) of
N.C. General Statute(s) 143-215.1
Town of Canton
Haywood County
File No. DV 00-001
This letter transmits notice of a civil penalty assessed against Town of Canton in the amount of
$21,742.00, including $242.00 in enforcement costs.
Attached is a copy of the assessment document explaining this penalty. This action was taken under the
authority vested in me by delegation pursuant to N.C.G.S. 143-215.6A(h). Any continuing violation(s) may be
the subject of a new enforcement action, including an additional penalty.
Within thirty days of receipt of this notice, you must do one of the following:
1. Submit payment of the penalty:
Payment should be made directly to the order of the Department of Environment and Natural
Resources (do not include waiver form). Payment of the penalty will not foreclose further
enforcement action for any continuing or new violation(s).
Please submit payment to the attention of:
Ms. Linda Forehand
Water Quality Section
1617 Mail Service Center, Raleigh,
North Carolina 27699-1617
OR
1617 Mail Service Center, Raleigh, North Carolina 27699-1617 Telephone [phone] FAX [phone]
An Equal Opportunity Affirmative Action Employer 50% recycled/ 10% post -consumer paper

2. Submit a written request for remission or mitigation including a detailed justification for such
request:
A request for remission or mitigation is limited to consideration of the reasonableness of the amount
of the penalty and is not the proper procedure for contesting the accuracy of any of the statements
contained in the assessment letter. Because a remission request forecloses the option of an
administrative hearing, such a request must be accompanied by a waiver of your right to an
administrative hearing and a stipulation that there are no factual or legal issues in dispute. You must
execute and return to this office the attached waiver and stipulation form and a detailed statement
which you believe establishes whether:
(a) one or more of the civil penalty assessment factors in G.S. 143B-282.1(b) were wrongfully
applied to the detriment of the petitioner;
(b) the violator promptly abated continuing environmental damage resulting from the violation;
(c) the violation was inadvertent or a result of an accident;
(d) the violator had been assessed civil penalties for any previous violations;
(e) payment of the civil penalty will prevent payment for the remaining necessary remedial
actions.
Please submit this information to the attention of:
Linda Forehand
DENR
DWQ
1617 Mail Service Center
Raleigh NC 27699-1617
K'
3. Submit a written request for an administrative hearing:
If you wish to contest any statement in this assessment letter, you must request an administrative
hearing. This request must be in the form of a written petition to the Office of Administrative
Hearings and must conform to Chapter 150B of the North Carolina General Statutes. You must
File your original petition with the
Office of Administrative Hearings
P.O. Drawer 27447
Raleigh, North Carolina 27611-7447
and
Mail or hand -deliver a copy of the petition to
Mr. Dan McLawhorn
Registered Agent
Dept. of Environment and Natural Resources
P.O. Box 27687
Raleigh, North Carolina 27611-7687

Failure to exercise one of the options above within thirty days, as evidenced by a date stamp (not a
postmark) indicating when we received your response, will result in this matter being referred to the ,
Attorney General's Office with a request to initiate a civil action to collect the penalty. Please be advised
that additional assessments may be levied for future violations which occur after the review period of this
assessment.
If you have any questions, please contact Linda Forehand at [phone], extension 526.
Sincerely,
Kerr T. Stevens
ATTACHMENTS
CC: I Pg 0n1I=Sll��r�iSOr Wy adniant-s
Compliance/Enforcement File w/ attachments
Central Files w/ attachments
Public Information Office w/ attachments

STATE OF NORTH CAROLINA
COUNTY OF HAYWOOD
IN THE MATTER OF
TOWN OF CANTON
FOR MAKING AN OUTLET TO THE
WATERS OF THE STATE OF
NORTH CAROLINA
WITHOUT A PERMIT
NORTH CAROLINA
a
ENVIRONMENTAL MANAGEMENT COMMISSION
File No. DV 00-001
FINDINGS AND DECISION
AND ASSESSMENT OF
CIVIL PENALTIES
Acting pursuant to North Carolina General Statute (G.S.) 143-
215.6A, I, Kerr T. Stevens, Director of the Division of Water
Quality (DWQ), make the following:
I. FINDINGS OF FACT
A. Canton is a Town organized and existing under the laws
of the State of North Carolina.
B. The Town operates a sewer collection system in Canton,
Haywood County, North Carolina.
C. On September 1, 1999, the Town submitted an overflow
report form for the discharge of 1000 gallons of
wastewater from a manhole located at 41 Glenn Street.
It was estimated that 500 gallons entered an unnamed
tributary to Beaverdam Creek which is Class C Waters.
The discharge occurred on August 31, 1999.
D. On -September 1, 1999, the Town submitted an overflow
form for the discharge of 2000 gallons of wastewater
from a pump station located at 90 Park Street/Plus
Laundry, into the Pigeon River which is Class C Waters.
The discharge occurred on August 31, 1999.
E. On September 9, 1999, the Town submitted an overflow
report form for a discharge of 4000 gallons of
wastewater from a manhole located on Thompson's Street
into Campground Branch which is Class C Waters.

F. On November 16, 1999, the Town submitted an overflow
report form for a discharge of 500 gallons of `
wastewater, from a manhole at Short Street and North
Main into a storm drain and into nearby Class C waters.
The discharge occurred on November 16, 1999.
G. On November 22, 1999, the Town submitted an overflow
report form for a discharge of 200 gallons of
wastewater, from a manhole off of Frank Street into
Campground Branch which is Class C Waters. The
discharge occurred on November 20, 1999.
H. The Town had no valid permits for the above described
discharges.
I. There have been no previous enforcement actions against
the Town.
J. The cost to the State of the enforcement procedures in
this matter totaled $242.00.
II. CONCLUSIONS OF LAW:
A. The Town of Canton is a "person" within the meaning of
G.S.143-215.6A pursuant to G.S. 143-212(4).
B. The above cited streams constitutes waters of the State
within the meaning of G.S. 143-215.1(a)(1) pursuant to
G.S. 143-212(6).
C. The above -cited discharges constituted making an outlet
to waters of the State for purposes of G.S. 143-
215.1(a)(1), for which a permit is required by G.S. 143-
215.1
D. The Town of Canton may be assessed civil penalties in
this matter pursuant to G.S. 143-215.6A(a)(2), which
provides that a civil penalty of not more than ten
thousand dollars per violation may be assessed against a
person who is required but fails to apply for or to
secure a permit required by G.S. 143-215.1.

E. The State's enforcement costs in this matter may be
assessed against the Town of Canton pursuant to G.S.
143-215.3(a)(9) and G.S. 143B-282.1(b)(8).
F. The Director, Division of Water Quality, pursuant to
delegation provided for by G.S. 143-215.6A(h), has the
authority to assess civil penalties in this matter.
Based upon the above Findings of Fact and Conclusions of Law,
I make the following:
III. DECISION:
Accordingly, the Town of Canton is hereby assessed a civil
penalty of:
$ 4.®O O
for making an outlet to the waters
of the State on August 31, 1999,
without a permit as required by G.S.
143-215.1.
$ 800
for making an outlet to the waters
of the State on August 31, 1999,
without a permit as required by G.S.
143-215.1.
$ 4. ®O ®
for making an outlet to the waters
of the State on September 9, 1999
without a permit as required by G.S.
143-215.1.
$ �'.5®O
for making an outlet to the waters
of the State on November 16, 1999
without a permit as required by G.S.
143-215.1.
$ S. ®O O for making an outlet to the waters
of the State on November 20, 1999
without a permit as required by G.S.
143-215.1.
$5D0 TOTAL CIVIL PENALTY, which is 43
percent of the maximum penalty
authorized by G.S. 143-215.6A.
$ 242.00 Enforcement costs
TOTAL AMOUNT DUE

As required by G.S. 143-215.6A(c), in determining the amount
of the penalty I have considered the factors listed in
G.S.143B-282.1(b), which are:
(1) The degree and extent of harm to the natural resources
of the State, to the public health, or to private
property resulting from the violation;
(2) The duration and gravity of the violation;
(3) The effect on ground or surface water quantity or
quality or on air quality;
(4) The cost of rectifying the damage;
(5) The amount of money saved by non-compliance;
(6) Whether the violation was committed willfully or
intentionally;
(7) The prior record of the violator in complying or failing
to comply with programs over which the Environmental
Management Commission has regulatory authority; and
(8) The cost to the State of the enforcement procedures.
06 Y, ,
(Date) Kerr T. Stevens, Director
Division of Water Quality

STATE OF NORTH CAROLINA ENVIRONMENTAL MANAGEMENT
COMMISSION
COUNTY OF - -- - -
IN THE MATTER OF ASSESSMENT ) WAIVER OF RIGHT TO AN
OF CIVIL PENALTIES AGAINST ) ADMINISTRATIVE HEARING AND
PERMIT NO. 1 STIPULATION OF FACTS
FILE NO.
Having been assessed civil penalties totalling for violation(s) as
set forth in the assessment document of the Director of the Division of Water Quality dated,
the undersigned, desiring to seek remission of the civil penalties, does hereby waive
the right to an administrative hearing in the above -stated matter and does stipulate that the facts are as alleged
in the assessment document.
This the
day of
ADDRESS
TELEPHONE
19
SIGNATURE

State of North Carolina
Department of Environment
and Natural Resources
Division of Water Quality
James B. Hunt, Jr., Governor
Bill Holman, Secretary.. --'�R-�q
Kerr T. Stevens, Dire{gtor Y.� 1
1 I� JUN - 8 2000 I
MR. WILLIAM G. ST
TOWN OF CANTON
PO BOX 987
CANTON NC 28716
Dear Mr. Stamey:
7
1,LA�
NCDENR
NORTH CAROLINA DEPARTMENT OF
ENVIRONMENT AND NATURAL RESOURCES
June 1, 2000
CERTIFIED MAIL
RETURN RECEIPT REQUESTED
Request for Remission of Civil Penalty
Town of Canton
Haywood County
File No. DV 00-001
In accordance with North Carolina General Statute 143-215.6A(f), I considered the
information you submitted in support of your request for remission and did not find grounds to
modify the civil penalty assessment of $21,742.00.
There are two options available to you. You may pay the civil penalty assessment or you may
present your request for remission to the Committee on Civil Penalty Remissions of the
Environmental Management Commission. If you choose to pay the penalty, please make your check
payable to the Department of Environment and Natural Resources and reference the case number.
Send payment within 30 days of your receipt of this letter to the attention of:
Mr. Joe Albiston
NCDENR
DWQ
1617 Mail Service Center
Raleigh, North Carolina 27699-1617
Mailing Address: Telephone [phone]
1617 Mail Service Center Fax [phone]
Raleigh, North Carolina 27699-1617 State Courier #52-01-01
An Equal Opportunity /Affirmative Action Employer
50% recycled / 10% post-constimer paper
http://h2o. etir. state. n c. its
Location:
512 N. Salisbury St.
Raleigh, NC 27699-1617

You also have the option of presenting your request to the Committee on Civil Penalty
Remissions, which is comprised of members of the Environmental Management Commission. You
may present your request for remission to the committee and a representative from the Division of
Water Quality will present the case against remission. The Committee on Civil Penalty Remissions
will render a final and binding decision in accordance with NCGS 14313-282.1(c).
If you would like to present your request for remission to the Committee on Civil Penalty
Remissions, please notify Joe Albiston at the above address within 30 calendar days. The next
scheduled committee meeting is in Raleigh on July 13, 2000. If you are unable to attend on this
date, your request will be scheduled for a meeting at a future date.
Thank you for your attention to this matter. If you would like a receipt that your check or
request for remission was received, please send it via certified mail. Please feel free to contact Joe
Albiston at [phone], extension 581, if you have any questions.
Sincerely,
��%�
Kerr T. Stevens
cc: Forrest R. Westall, ARO Regional Supervisor
f-D�Ke ,th:Hayj:_ A -
File # DV 00-001
Central Files
Mailing Address: Telephone [phone]
1617 Mail Service Center Fax [phone]
Raleigh, North Carolina 27699-1617 State Courier #52-01-01
An Equal Opportunity/Affinnative Action Employer
50% recycled / 10% post -consumer paper
http://h2o.enr.state.nc. us
Location:
512 N. Salisbury St.
Raleigh, NC 27699-1617

MAY-24 00 14:26 FROM:
r
�a
828*646*3419 TO:92516452
PAGE:01
PATH CK U. 9MATHER9, Mayor
MICHAEL B, RAKAIderman
G.G. GAAWFORO, AldmTYm
TED WOODRUFF, Alderman
BILL 7. SOWARDS, Aldermen
FAX#:
FROM:
FAX#:
DATE: �',� - --) —
TO Town of Canton, .C.
Office of bigyor and Board of Aldermen
NUMBER OF PAGES:
(Including Cover SFeet
NOTE:
EMAY241
WATER OUALITV SECT60Al

MAY-24 00 14:26 FROM: 828*646*3419 TO:92516452 PAGE:02
Notification of Waste Spill in Haywood County
House Hill 1160, which the General Assembly enacted in July 1999, requires
that municipalities, animal operations, industries and others who operate waste
handling systems issue news releases when a waste spill of 1,000 gallons or more
reaches surface waters.
In accordance with that regulation, the following new release has been
prepared and issued to media in the affected county:
The Town of Canton had a wastewater spill May 24, 2000 of an estimated
7,000 gallons at the intersection of Champion Drive and Blackwell Drive. The
untreated wastewater spilled into Pigeon River in the French Broad River Basin.
The Division of Water Quality was notified of the event on May 24, 2000 and
is reviewing the matter. For information contact the Town of Canton at (828) 648-
2363.

11
State of North Carolina KEPLY TO: Francis W. Crawley
MICHAEL F. EASLEY Department of JUStICC Environmental Division
ATTORNEY (;HNRRnL 11. 0. 13OX G29 [phone]
RAl _EIGH [phone]
2760. -0629
September 29, 2000
Mr. William G. Stamey
Town of Canton
P.O. Box 987
Canton, North Carolina 28716
RE: Assessment of Civil Penalties Against
The Town of Canton, DV 00-001
Dear Mr. Stamey:
OCT _ 2 it
20pp
You will find enclosed the _ Final Agency Decision of the Environmental M"a 'e—t
Commission assessing civil penalties and investigative costs as set forth in the decision
document.
Accordingly, the Town of Canton must submit payment of the civil penalty assessment
and investigative costs to the Department of Environment and Natural Resources within 30 days
of receipt of this final agency decision by mailing a bank or certified check. The check should be
made payable to the Department of Environment and Natural Resources and the mailing
envelope addressed as follows:
Mr. Shannon Langley
Water Quality Section
1617 Mail Service Center
Raleigh, North Carolina 27699-1617
If the town fails to pay the penalty within 30 days of receipt of the final decision
document, the Department will seek to collect the amount due through a civil action commenced
in Superior Court.
Enclosure
cc: . Shannon Langley
Jennie Odette
Very truly yours,
ra cis W. Crawley
Special Deputy Attorney General
Commission Counsel
Fror

STATE OF NORTH CAROLIN rRE THE
MISSIONBEFOCOMMITTEE OF THE
COUNTY OF HAYWOOD V Q ENVIRONMENTAL MANAGEMENT
SEP Z 200 COMMISSION
ERONM�EpjjP c, GEM04S DV 00-001 :
IN THE MATTER OF:
Assessment of Civil Penalties
Against
THE TOWN OF CANTON
FINAL DECISION
THIS MATTER came before the Committee on Civil Penalty Remissions of the
Environmental Management Commission, pursuant to N.C.G.S. § 143-215.6A and
§ 143B-282.1, on September 14, 2000, upon recommendation of the Director of the Division of
Water Quality for entry of a final decision on the assessment of civil penalties and investigation
costs against the Town of Canton in the amount of $21,742.00 ($21,500.00 plus $242.00
investigative costs). The Town of Canton's request for remission was presented to the
Committee on Civil Penalty Remissions for consideration. The Division of Water Quality was
represented by Mr. Forrest Westall, Regional Supervisor in the Asheville Regional Office, and
the Town of Canton was represented by Assistant Town Manager Alan Matthews and consulting
engineer John Coxey.
Having considered the record, arguments of the parties, and the factors set forth in
N.C.G.S. § 143B-282.1(b) and (c), the Committee on Civil Penalty Remissions finds the facts
contained in the Director's Findings and Decision and Assessment of Civil Penalties as stipulated
by the Town of Canton, that the Findings of Fact support the Conclusions of Law, and that the
Director properly applied the criteria set forth in N.C.G.S. § 143B-282.1 in determining the
amount of the civil penalties. The Committee further finds that there are no grounds for

CERTIFICATE OF SERVICE
This is to certify that I have this day served a copy of the foregoing FINAL DECISION
on the parties listed below by the methods indicated:
Mr. William G. Stamey
Town of Canton
P.O. Box 987
Canton, North Carolina 28716
Mr. Alan Matthews
Assistant Town Manager
P. O. Box 987
Canton, North Carolina 28716
,--Mr. Forrest Westall
Regional Supervisor
Asheville Regional Office
Department of Environment
and Natural Resources
59 Woodfin Place
Asheville, North Carolina 28801
This the �� day of September, 2000.
wp-43 515
CERTIFIED MAIL
RETURN RECEIPT
U.S. MAIL
U.S. MAIL
MICHAEL F. EASLEY
Attorney General
Francis W. Crawley
Special Deputy Attorney General
N.C. Department of Justice
P. O. Box 629
Raleigh, N.C. 27602-0629
919/716-6600

SEP-28 00 13:38 FROM: 828*646*3419 TO:92516452 PAGE:01
Sewage Spill Response Evaluation:
(page 1 of 2)
P2rmittee y%rc�s✓fr��' Permit Number / _ County
Incid+rnt Ended: (OatelYime)_ - r' y1 stimated Duration (Time) Ale:'104Lr
First knowledge of incident: (Datemme) v �
Estimated volume of spill/bypass - 0 gallons. Show rational for volume.
If spill is ongoing, please notify Regional Office on daily basis until spill can be stopped.
Reported to: D
Namd of person
Weather conditions: ' '
Source of spillibypass (check one)' L-,'i§anitary sewer Pump Station WWip
Level of treatment (check one): done _Primary Treatment
Secondary Treatment Chlorination Only
Did spilUbypass reach surface waters? _ �s _No (If Yes, please list the following)
Volume reaching surface waters? 0[i 00 gallons
Name of surface water
Did spililbypass result in a fish kill? _. _—Yes No SEP 2 8
If Yes, what is the estimated number of fish killed?
Iy�TER
please provide the following information: ASIq Vi�tPSECf10�5
_ t1AClTYREGio L 01 f;E .
1, Location of spilUl�yns- ��
/!v w / ey ,[',p
2_ Cause of spill/bypass:
3. Did you have personnel avaiiabte to perform 'Initial assessment 24 hourslday (including weekends and
holidays)?
Yes
4. How long did it take to make an initial assessment of the spiiUoverfiow after first knowledge?
Hours --..— Minutes
How long did it take to get a repair crew onsite?
Hours /2"J — Minutes
Please explain the time taken to Ike initial
Revision »1 6/11/99

SEP-28 00 13:33 FROM: 828*646*3419 TO:92516452
Sewage Spill Response Evaluation:
(Page 2 of 2)
PAGE:02
w y� f�
Permittee �� &Zj/ d T 6AA0 ,Permit Number - Countyh�a�O—Iztel
5. Action taken to contain spin, clean up waste, and/or reLfT1 ate the site:
. -.L ,^7 _- - . /1 d.0r+ P .4O.o.rl ,,)A f -R:d !ry . u 1. i'Q �/"
6. Were the equipment and parts needed to make repairs readily available?
Yes j== 16 _ If no, please explain why:
7. if the spill/overflow occurred at a pump station, or was the result of a pump stati n failure,
was the alarm system functional at the time of the spill? Yes No If the alarm
system did not function, please explain why:_:__-
8, Repairs made are: Permanent - -_ _ Temporary
Please describe what repairs were made, if the repairs are temporary, please indicate a Mate by
which permanent repairs will be comple ed, and notify the Region I Offi a within 7 days of the
peLn'lanent repair_��� "1da'�
9. What actions have been made to prevent this discharge from occurring again in the future?
10. Comments:
other ,agencies notifed
Person reporting
Sig
For DWQ Use Only:
DWQ requested additional written report? Yes _.No
If yes, what additional information is needed?
Requested by
f,evisioo 9 1 6/1 1/99
? XA
I

State of North Carolina
Department of Environment
and Natural Resources
Division of Water Quality
James B. Hunt, Jr., Governor
Bill Holman, Secretary
Kerr T. Stevens, Director
Mr. William G. Stamey
Town of Canton
P. O. Box 987
Canton, N.C. 28716
Dear Mr. Stamey:
A&4
D -E N R
October 18, 2000
Le
i. OCT 2 5 2000
sE'T1, •J
hQ'•`i-1- I.:GI ,s�AL GFF{G'� c
SUBJECT:. Acknowledgment Receipt Letter
The Town of Canton
Case No. DV 00-001
Haywood County
This letter is to acknowledge receipt of your check No. 021085 in the amount of
$21,742.00 received from The Town of Canton on October 10, 2000.
This payment satisfies in full the civil assessment in the amount of $21,742.00
including $242.00 in investigative costs, levied against The Town of Canton and this
enforcement case has been closed. Payment of these penalties in no way precludes
further action by this Division for future violations.
If you have any questions please call Linda Forehand at [phone] ext. 526.
Sincerely,
+ Jeff Poupart, Supervisor
(/ Non Discharge Compliance & Enforcement
JP/te
cc: AshvH('e R bin VC. ce
1✓nforcement/Compliance Files #DV 00-001
Central Files
P.O. Box 29535, Raleigh, North Carolina 27626-0535 Telephone [phone] FAX [phone]
An Equal Opportunity Affirmative Action Employer 50% recycled/ 10% post -consumer paper

STATE OF NORTH CAROLINA � � � � E [ BEFORE REMISSION COMMITTEE OF
COUNTY OF HAYWOOD ,� a �QQ� ENVIRONMENTAL MANAG
Y
IN THE MATTER OF:
Assessment of Civil Penalties
Against
THE TOWN OF CANTON
B
THIS MATTER came 1'
i
Environmental Management G
§ 143B-282.1, on September 14; 2000, upon
_ -ion of
Water Quality for -entry of a final decision on the assessment of civil penalties and investigation
costs against the Town of Canton in the amount of $21,742.00 ($21,500; 00 plus $242.00
investigative costs). The Town of Canton's request for remission was presented to the
Committee on Civil Penalty Remissions for consideration. The Division of Water Quality was
represented by Mr. Forrest Westall, Regional Supervisor in the Asheville Regional Office, and
the Town of Canton was represented by Assistant Town Manager Alan Matthews and consulting
engineer John Coxey.
Having considered the record, arguments of the parties, and the factors set forth in
N.C.G.S. § 143B-282.1(b) and (c), the Committee on Civil Penalty Remissions finds the facts
contained in the Director's Findings and Decision and Assessment of Civil Penalties as stipulated
by the Town of Canton, that the Findings of Fact support the Conclusions of Law, and that the
Director properly applied the criteria set forth in N.C.G.S. § 143B-282.1 in determining the
amount of the civil penalties. The Committee further finds that there are no grounds for

-2-
remission or reduction of the penalties assessed by the Director for violations of N.C.G.S
§ 143-215.1 by failing to follow proper reporting procedures for five sewage overflows that
occurred between August 21, 1999 and November 20, 1999 and which were unpermitted outlets
of waste to the waters of the State.
Upon duly made motion and vote, the Committee finds that the assessment of civil
penalties and costs in the amount of $21,742.00 (civil penalty $21,500 plus $242.00 investigation
costs) should be upheld.
THEREFORE, IT IS ORDERED:
That the assessment of civil penalties and costs in the amount of $21,742.00
against the Town of Canton is AFFIRMED.
2. That this Final Decision and Order be served upon the Town of Canton and upon
receipt hereof, the amount of $21,742.00 be paid to the Department of Environment and Natural
Resources within thirty days.
This the f50day of September, 2000.
J
David H. Moreau, Chairman
Environmental Management Commission

CERTIFICATE OF SERVICE
This is to certify that I have this day served a copy of the foregoing FINAL DECISION
on the parties listed below by the methods indicated:
Mr. William G. Stamey
Town of Canton
P.O. Box 987
Canton, North Carolina 28716
Mr. Alan Matthews
Assistant Town Manager
P. O. Box 987
Canton, North Carolina 28716
Mr. Forrest Westall
Regional Supervisor
Asheville Regional Office
Department of Environment
and Natural Resources
59 Woodfin Place
Asheville, North Carolina 28801
This the c�)-9L day of September, 2000.
wp-43515
CERTIFIED MAIL
RETURN RECEIPT
U.S. MAIL
U.S. MAIL
MICHAEL F. EASLEY
Attorney General
(�
Francis W. Crawley
Special Deputy Attorney General
N.C. Department of Justice
P. O. Box 629
Raleigh, N.C. 27602-0629
919/716-6600

•, j r
STATE OF NORTH CAROLINA S�F Z Zd®4 BEFORE THE
ISSION COMMITTEE OF THE
COUNTY OF McDOWELL EZ,�IIRONM pp��r�S�'�. ENVIRONMENTAL MANAGEMENT
COMMISSION
LV 99-487
IN THE MATTER OF: )
Assessment of Civil Penalties ) FINAL DECISION
Against )
MARION TRAVEL PLAZA, INC. )
THIS MATTER came before the Committee on Civil Penalty Remissions of the
Environmental Management Commission, pursuant to N.C.G.S. § 143-215.6A and
§ 143B-282.1, on September 14, 2000, upon recommendation of the Director of the Division of
Water Quality for entry of a final decision on the assessment of civil penalties and investigation
costs against Marion Travel Plaza, Inc. in the amount of $1,043.20 ($1,000.00 plus $43.20
investigative costs). Marion Travel Plaza, Inc.'s request for remission was presented to the
Committee on Civil Penalty Remissions for consideration. The Division of Water Quality was
represented by Mr. Forrest Westall, Regional Supervisor in the Asheville Regional Office, and
Marion Travel Plaza, Inc. was represented by its contract treatment plant operator, Harry James.
Having considered the record, arguments of the parties, and the factors set forth in
N.C.G.S. § 143B-282.1(b) and (c), the Committee on Civil Penalty Remissions finds the facts
contained in the Director's Findings and Decision and Assessment of Civil Penalties as stipulated
by Marion Travel Plaza, Inc., that the Findings of Fact support the Conclusions of Law, and that
the Director properly applied the criteria set forth in N.C.G.S. § 143B-282.1 in determining the

-2-
amount of the civil penalties. The Committee further finds that there are no grounds for
remission or reduction of the penalties assessed by the Director for violation of N.C.G.S
§ 143-215.1 and NPDES Permit No. NC0086428 in August 1999 by discharging waste to the
waters of the State that exceed the permit monthly effluent limit for Ammonia.
Upon duly made motion and vote, the Committee finds that the assessment of civil
penalties and costs in the amount of $1,043.20 (civil penalty $1,000.00 plus $43.20 investigation
costs) should be upheld.
THEREFORE, IT IS ORDERED:
That the assessment of civil penalties and costs in the amount of $1,043.20 against
Marion Travel Plaza, Inc. is AFFIRMED.
2. That this Final Decision and Order be served upon Marion Travel Plaza, Inc. and
upon receipt hereof, the amount of $1,043.20 be paid to the Department of Environment and
Natural Resources within thirty days.
This the may of September, 2000.
David H. Moreau, Chairman
Environmental Management Commission

CERTIFICATE OF SERVICE
This is to certify that I have this day served a copy of the foregoing FINAL DECISION
on the parties listed below by the methods indicated:
Mr. Anwer Gillani
Marion Travel Plaza, Inc.
P.O. Box 2543
Marion, North Carolina 28752
Mr. Forrest Westall
Regional Supervisor
Asheville Regional Office
Department of Environment
and Natural Resources
59 Woodfin Place
Asheville, North Carolina 28801
This the :P- 9 day of September, 2000
wp-43515
CERTIFIED MAIL
RETURN RECEIPT
U.S. MAIL
MICHAEL F. EASLEY
Attorney General
<�C � 1.-1 . ckp-�
Francis W. Crawley
Special Deputy Attorney General
N.C. Department of Justice
P. O. Box 629
Raleigh, N.C. 2760270629
919/716-6600

d,.�swro�
State of North Carolina 1tEPLYTO: Francis W. Crawley
Environmental Division
MICHAEL F. EASLEY Department of Justice [phone]
ATTORNEY GENERAL P. 0. BOX 629 [phone]
RALEIGH
27602-0629
September 29, 2000
Mr. Anwer Gillani CERTIFIED MAIL
Marion Travel Plaza, Inc. RETURN RECEIPT REQUESTED
P.O. Box 2543
Marion, North Carolina 28752
RE: Assessment of Civil Penalties Against
Marion Travel Plaza, Inc., LV 99-487
Dear Mr. Gillani:
You will find enclosed the Final Agency Decision of the Environmental Management
Commission assessing civil penalties. and investigative costs as set forth in the decision
document.
Accordingly, your company must submit payment of the civil penalty assessment and
investigative costs to the Department of Environment and Natural Resources within 30 days of
receipt of this final agency decision by mailing a bank or certified check. The check should be
made payable to the Department of Environment and Natural Resources and the mailing
envelope addressed as follows:
Mr. Shannon Langley
Water Quality Section
1617 Mail Service Center
Raleigh, North Carolina 27699-1617
If your company fails to pay the penalty within 30 days of receipt of the final decision
document, the Department will seek to collect the amount due through a civil action commenced
in Superior Court.
Very truly yours,
L1>.
Francis W. Crawley .
Special Deputy Attorney General
Commission Counsel
FWC/so
Enclosure
cc: Shannon Langley
Jennie Odette

wa
State of North Carolina REPLY TO: Francis W. Crawley
MICHAEL F. EASLEY Department of Justice Environmental Division
ATTORNEY GENERAL P. 0. BOX 629 [phone]
RALEIGH [phone]
2 7602-0629
September 29, 2000
Mr. William G. Stamey CERTIFIED MAIL
Town of Canton RETURN RECEIPT
P.O. Box 987
Canton, North Carolina 28716
RE: Assessment of Civil Penalties Against
The Town of Canton, DV 00-001
Dear Mr. Stamey:
You will find enclosed the Final Agency Decision of the Environmental Management
Commission assessing civil penalties and investigative costs as set forth in the decision
document.
Accordingly, the Town of Canton must submit payment of the civil penalty assessment
and investigative costs to the Department of Environment and Natural Resources within 30 days
of receipt of this final agency decision by mailing a bank or certified check. The check should be
made payable to the Department of Environment and Natural Resources and the mailing
envelope addressed as follows:
Mr. Shannon Langley
Water Quality Section
1617 Mail Service Center
Raleigh, North Carolina 27699-1617
If the town fails to pay the penalty within 30 days of receipt of the final decision
document, the Department will seek to collect the amount due through a civil action commenced
in Superior Court.
Very truly yours,
c.�.. W .
rancis W. Crawley
CA-01
Special Deputy Attorney General
Commission Counsel
Enclosure
cc: Shannon Langley
Jennie Odette

F W A 7'`c
0 9 Michael F. Easley, Governor
O� Q6 William G. Ross, Jr., Secretary
North Carolina Department of Environment and Natural Resources
Alan W. Klimek, P.E., Director
Coleen Sullins, Deputy Director
Division of Water Quality
Asheville Regional Office
WATER QUALITY SECTION
January 26, 2004
Mr. William G. Stamey, Manager
Town of Canton
58 Park Street
Canton, North Carolina 28716
Subject: Permit No. WQ0023523
Town of Canton
Blake Hyatt Subdivision
Wastewater Collection System Extension
Haywood County
Dear Mr. Stamey:
In accordance with your application received January 22, 2004, we are forwarding
herewith Permit No. WQ0023523, dated January. 26, 2004, to the Town of Canton for the
construction and operation of the subject wastewater collection system extension. This permit
shall be effective from the date of issuance until rescinded, and shall be subject to the conditions
and limitations as specified therein. This cover letter shall be considered a part of this permit and
is therefore incorporated therein by reference.
Please pay particular attention to Permit Condition 3, which requires that the wastewater
collection facilities be properly operated and maintained in accordance with 15A NCAC 2H .0227
or any individual system -wide collection system permit issued to the Permittee.
Permitting of this project does not constitute an acceptance of any part of the project that
does not meet 15A NCAC 2H .0200; the Division of Water Quality's (Division) Gravity Sewer
.Minimum Design Criteria adopted February 12, 1996 as applicable; and the Division's Minimum
Design Criteria for the Fast -Track Permitting of Pump Stations and Force Mains adopted June 1,
2000 as applicable, unless specifically mentioned herein. Division approval is based on
acceptance of the certification provided by a North Carolina -licensed Professional Engineer
named in the application. It shall be the Permittee's responsibility to ensure that the as -
constructed project meets the appropriate design criteria and rules. Failure to comply may result
in penalties in accordance with North Carolina General Statute §143-215.6A through §143-
215.6C, construction of additional or replacement wastewater collection facilities, and/or referral
of the North Carolina -licensed Professional Engineer to the licensing board.

Mr. William Stamey
January 26, 2004
Page Two
In accordance with the provisions of Article 21 of Chapter 143, General Statutes of North
Carolina as amended, and other applicable Laws, Rules, and Regulations, permission is hereby
granted to the Town of Canton for the construction and operation of approximately 384 linear feet
of 8-inch gravity sewer; to serve 4 3-bedroom residences, as part of the Blake Hyatt Subdivision
project, and the discharge of 1440 gallons per day of collected domestic wastewater into the
Town of Canton's existing sewerage system, pursuant to the application received January 22,
2004 and in conformity with 15A NCAC 2H .0200; the Division's Gravity Sewer Minimum Design
Criteria adopted February 12, 1996 as applicable; the Division's Minimum Design Criteria for the
Fast -Track Permitting of Pump Stations and Force Mains adopted June 1, 2000 as applicable;
and other supporting data subsequently filed and approved by the Department of Environment
and Natural Resources and considered a part of this permit.
. The sewage and wastewater collected by this system shall be treated in the Blue Ridge
Paper Products Wastewater Treatment facility (NPDES Permit No. NC0000272) prior to being
d.ischarged into the receiving stream.
This permit shall become voidable unless the agreement between the Town of Canton and
Blue Ridge Paper Products for the collection and final treatment of wastewater is in full force and
effect.
If any parts, requirements, or limitations contained in this permit are unacceptable, you have
the right to request an adjudicatory hearing upon written request within 30 days following receipt of
this permit. This request must be in the form of a written petition, conforming to Chapter 150B of
North Carolina General Statutes, and filed with the Office of Administrative Hearings, 6714 Mail
Service Center, Raleigh, NC 27699-6714. Unless such demands are made, this permit shall be final
and binding.
If you need additional information concerning this matter, please contact Keith Haynes at
828/251-6208.
Sincerely,
(flan W. Klimek, P.E.
Enclosure
cc: Haywood County Health Department
Bradshaw Engineering
Water Quality Central Files
NDPU Files
Keith Haynes
Pa

NORTH CAROLINA
ENVIRONMENTAL MANAGEMENT COMMISSION
DEPARTMENT OF ENVIRONMENT AND NATURAL RESOURCES
Town of Canton Blake Hyatt Subdivision
WASTEWATER COLLECTION SYSTEM EXTENSION PERMIT
This permit shall be effective from the date of issuance until rescinded and shall be subject to
the following specified conditions and limitations:
1.. This permit shall become voidable unless the wastewater collection facilities are constructed
in accordance with the conditions of this permit; 15A NCAC 2H .0200; the Division of Water
Quality's (Division) Gravity Sewer Minimum Design Criteria adopted February 12, 1996 as
applicable; the Division's Minimum Design Criteria for the Fast -Track Permitting of Pump
Stations and Force Mains adopted June 1, 2000 as applicable; and other supporting
materials unless specifically mentioned herein.
2. This permit shall be effective only with respect to the nature and volume of wastes described
in the application and other supporting data.
3. The wastewater collection facilities shall be properly maintained and operated at all times.
.The Permittee shall maintain compliance with an individual system -wide collection system
permit for the operation and maintenance of these facilities as required by 15A NCAC 2H
.0227. If an individual permit is not required, the following performance criteria shall be met as
provided .in 15A NCAC 2H .0227:
a. The sewer system shall be effectively maintained and operated at all times to prevent
discharge to land or surface waters, and any contravention of the groundwater standards
in 15A NCAC 2L .0200 or the surface water standards in 15A NCAC 213 .0200.
b. A map of the sewer system shall be developed prior to January 1, 2004 and shall be
actively maintained.
c. An operation and maintenance plan shall be developed and implemented.
d. Pump stations that are not connected to a telemetry system shall be inspected every day
(i.e. 365 days per year). Pump stations that are connected to a telemetry system shall
be inspected at least once per week.
e. High -priority sewer lines shall be inspected at least once per every six-month period of
time.
f. A general observation of the entire sewer system shall be conducted at least once per
year.
g. Inspection and maintenance records shall be maintained for a period of at least three
years.

Permit No. WQ0023523 January 26, 2004 Page 2
h. Overflows and bypasses shall be reported to the appropriate Division regional office in
accordance with 15A NCAC 2B .0506(a), and public notice shall be provided as required
by North Carolina General Statute §143-215.1C.
4. This permit shall not be transferable. In the event there is a desire for the wastewater
collection facilities to change ownership, or there is a name change of the Permittee, a formal
permit request shall be submitted to the Division accompanied by documentation from the
parties involved, and other supporting materials as may be appropriate. The approval of this
request shall be considered on its merits and may or may not be approved.
5. Construction of the gravity sewers, pump stations, and force mains shall be scheduled so as
not to interrupt service by the existing utilities nor result in an overflow or bypass discharge of
wastewater to the surface waters of the State.
6. Upon completion of construction and prior to operation of these permitted facilities, a
certification, a copy of the construction record drawings, as well as supporting design
calculations for any pump stations permitted as part of this project shall be received from a
North Carolina -licensed Professional Engineer certifying that the facilities have been installed
in accordance with this permit; 15A NCAC 2H .0200; the Division's Gravity.. Sewer Design
Criteria adopted February 12, 1996 as applicable; the Division's Minimum Design Criteria for
the Fast -Track Permitting of Pump Station and Force Main adopted June 1, 2000 as
applicable; and other supporting materials. If this project is to be completed in phases and
partially certified, .you shall. retain the responsibility to track further construction approved
under the same permit, and shall provide a final certificate of completion once the entire
project has been completed. A copy of the construction record drawings, indicating the
facilities constructed in the phase being certified, shall be submitted with each partial
certification. Mail the Engineer's Certification, one copy of the "Construction Record
Drawings," and one copy of the supporting design calculations to the Non -Discharge
Permitting Unit, 1617 Mail Service Center, Raleigh, NC 27699-1617.
7. A copy of the construction record drawings shall be maintained on file by the Permittee for
the life of the wastewater collection facilities.
8. Failure to abide by the conditions and limitations contained in this permit; 15A NCAC 2H
.0200; the Division's Gravity Sewer Design Criteria adopted February 12, 1996 as applicable;
the Division's Minimum Design Criteria for the Fast -Track Permitting of Pump Station and
Force Mains adopted June 1, 2000 as applicable; and other supporting materials may subject
the Permittee to an enforcement action by the Division, in accordance with North Carolina
General Statutes §143-215.6A through §143-215.6C.
9. In the event that the wastewater collection facilities fail to perform satisfactorily, including the
creation of nuisance conditions, the Permittee shall take immediate corrective action,
including those as may be required by this Division, such as the construction of additional or
replacement facilities.
4

V.
Permit No. WQ0023523 January 26, 2004 Page 3
.10. The issuance of this permit shall not exempt the Permittee from complying with any and all
statutes, rules, regulations, or ordinances that may be imposed by other government
agencies (local, state and federal) which have jurisdiction, including but not limited to
applicable river buffer rules in 15A NCAC 2B .0200, erosion and sedimentation control
requirements in 15A NCAC Chapter 4 and under the Division's General Permit NCG010000,
and any requirements pertaining to wetlands under 15A NCAC 2B .0200 and 15A NCAC 2H
.0500.
11. Non-compliance Notification:
The Permittee shall report by telephone to the Asheville Regional Office, telephone number
[phone], as soon as possible, but in no case more than 24 hours or on the next
working day, following the occurrence or first knowledge of the occurrence of either of the
following:
a.. Any process unit failure, due to known or unknown reasons, that renders the facility
incapable of adequate wastewater transport, such as mechanical or electrical failures of
pumps, line blockage or breakage, etc.; or
b. Any failure of a pumping station or sewer line resulting in a by-pass directly to receiving
waters without treatment of all or any portion of the influent to such station or facility.
Persons reporting such occurrences by telephone shall also file a written report in letterform
within five days following first knowledge of the occurrence. This reports must outline the
actions taken or proposed to be taken to ensure that the problem does not recur.
Permit issued this the twenty-sixth of January, 2004
NORTH CAROLINA ENVIRONMENTAL MANAGEMENT COMMISSION
r
o�ran W. Klimek, P.E., Director
Division of Water Quality
By Authority of the Environmental Management Commission
Permit Number WQ0023523

Permit No. WQ0023523 January 26, 2004 Page 4
Complete and submit this form to the permit issuing Asheville Regional office with the following:
One copy of the project record drawings (plan & profile views of sewer lines) of the wastewater
collection system extension
• supporting design calculations (selected pumps, system curve, operating point, available storage if
portable generator(s) or storage greater than longest past three year outage reliability option selected)
for any pump stations permitted as part of this project
• Changes to the project should be clearly identified on the record drawings or in written summary form.
Permit modifications are required for any changes resulting in non-compliance with this permit,
regulations -or minimum design criteria.
This project shall not be considered complete nor allowed to operate until this Engineer's Certification and
all required supporting documentation have been received by the Division. Therefore, it is highly
recommended that this certification be sent in a manner that provides proof of receipt by the
Division.
ENGINEER'S CERTIFICATION
❑ Partial ❑ Final
, as a duly registered Professional Engineer in the State of North Carolina,
having been authorized to observe (❑ periodically, ❑ weekly, ❑ full time) the construction of the Blake
Hyatt Subdivision Collection System, Haywood County project for the Permittee hereby state that, to the
best of my abilities,due care and diligence was used in the observation of the construction such that the
construction was observed to be built within substantial compliance of this permit; 15A NCAC 2H .0200;
the Division of Water Quality's (Division) Gravity Sewer Minimum Design Criteria adopted February 12,
1996 as applicable; the Division's Minimum Design Criteria for the Fast -Track Permitting of Pump Stations
and Force Mains adopted June 1, 2000 as applicable; and other supporting materials.
North Carolina Professional Engineer's
seal, signature, and date:
SEND THIS FORM & SUPPORTING DOCUMENTATION WITH
REQUIRED ATTACHMENTS TO THE FOLLOWING ADDRESS:
MR. FORREST R. WESTALL
WATER QUALITY REGIONAL SUPERVISOR
ASHEVILLE REGIONAL OFFICE
59 WOODFIN PLACE
............................................................................................................ ASHEVILLE, NC 28801
The Permittee is responsible for tracking all partial certifications up until a final certification is
received. Any wastewater flow made tributary to the wastewater collection system extension prior
to completion of this Engineer's Certification shall be considered a violation of the permit and
shall subject the Permittee to appropriate enforcement actions.
6

1W --�,
'BRADSHAW
ENGINEERING, INC.
NCDENR
59 Woodfin Place
Asheville, NC 28801
RE: Fast Track Sewer Application
Proposed Subdivision for Blake Hyatt
Haywood County, NC
Dear Sir or Madam:
CIVIL ENGINEERING - PLANNING • CONSULTING
January 12, 2004
Please find enclosed the following items for the project noted above:
• One original and one copy of the Fast Track Application
• Application fee in the amount of $400.00
• Two copies of the Flow Acceptance Letter
Should you have any questions or need additional information please do not
hesitate to contact me.
Sincerely,
Patrick Bra w, PE
enc.
cc: Mr. Blake Hyatt
JA N 22
WATER QUALITY SECTION R
P.O. BOX 1 01 1, WAYNESVILLE, NORTH CAROLINA 28786
TELEPHONE:[phone] FAx:[phone]

iz4e'Trifun of Qlantnn, CN. c
Office of The Town Manager
WILLIAM G. STAMEY
TOWN MANAGER
December 23, 2003
Mr. Patrick Bradshaw, PE
Bradshaw Engineering, Inc.
P.O. Box 1011
Waynesville, North Carolina 28786
Dear Mr. Bradshaw:
RE: Blake Hyatt Subdivision, Canton, North Carolina
The Town of Canton has reviewed the engineering plans for the proposed
subdivision and finds them in order. The anticipated flow of 1,440 GPD is acceptable
and is approved by the Town of Canton. It is not necessary to obtain flow approval from
Blue Ridge Paper Products, Inc. due to prior agreements between the town and Blue
Ridge.
Completion of this step allows Mr. Hyatt to continue with the MHOD overlay district.
Sincerely yours,
l
\iiOiamVStarney
Town Manager
WGS/rg
cc: Blake Hyatt
FOAN 22 NO?
CFI I 1

.I
State of North Carolina
Department of Environment and Natural Resources
Division of Water Quality
FAST -TRACK APPLICATION
for GRAVITY SEWERS, PUMP STATIONS, AND FORCE MAINS
(Pressure sewers systems are not to be included as part of this application package)
INSTRUCTIONS: Indicate that you have included the following list of required application package items by checking the
space provided next to each item. Failure to submit all required items will lead to your application being returned as
incomplete or additional processing and review time. This form may be photocopied for use as an original.
01. Application Form - Submit one original and one copy of the completed and appropriately executed application
form. Any changes to this form will result in the application being returned. The Division of Water Quality
(Division) will only accept application packages that have been fully completed with all applicable items
addressed. You do not need to submit detailed plans and specifications unless you respond NO to Item 1302).
® II. Application Fee - Submit a check in the amount of $400 made payable to: North Carolina Department of
Environment and Natural Resources (NCDENR).
❑ Ill. Certificates of Public Convenience and Necessity — If the application is being submitted in the name of a
privately -owned public utility, submit two copies of the Certificate of Public Convenience and Necessity (CPCN)
which demonstrates that the public utility is authorized to hold the utility franchise for the area to be served by the
sewer extension. If a CPCN has not been issued, provide two copies of a letter from the North Carolina Utilities
Commission's Public Staff that states that an application for a franchise has been received, that the service area
is contiguous to an existing franchised area, and/or that franchise approval is expected. The project name in the
CPCN or letter must match that provided in Item A(2a) of this application.
❑ IV. Operational Agreements — Submit one original and two copies of a properly executed operational agreement if
the sewer extension will be serving residential or commercial lots (e.g., houses, condominiums, townhomes,
O i N outparcels, etc.) that will be owned by a homeowners' association or developer (Item B(2b)). If the applicant is a
homeowners' association, use Form HOA 02/03. If the applicant is a developer, use Form DEV 02/03. EVEN IF
THE PROJECT WILL BE TURNED OVER TO A MUNICIPALITY, FORM DEV 02/03 IS REQUIRED.
® V. Flow Acceptance Letters — If the owner of the downstream sewers and/or WWTF is different from the applicant,
submit two copies of a flow acceptance letter from the owner of the downstream sewers and WWTF, if different.
Flow acceptance letters must contain the following minimum information: applicant and project name, amount of
flow accepted, and name and permit number of the receiving sewers/WWTF. The flow acceptance must not
expire prior to permit issuance and must be dated less than a year prior to the application date.
Intergovernmental agreements or other contracts will not be accepted in lieu of a project -specific flow acceptance
letter.
® VI. Map — Submit an 8.5-inch by 11-inch copy of the portion of a 7.5-minute USGS Topographic Map along with this
form. The map should identify the entire project area location as well as the closest downslope surface waters as
clearly as possible. Each map portion must be labeled with the map name and number, the identified location,
and be of clear and reproducible quality. For instance, if the project involves 4 miles of interceptor sewer that
traverses over or near several different waterbodies (or counties, basins, etc.), the map should have location ID's
for each different waterbody (where the sewer line is within 100 feet of such waterbody - see Instruction VII).
❑ VII. Watershed Classifications — Section C
• If any portion of the project is within 100 feet of any down slope surface water, Section C must be completed
OI N for the pertinent sections.
• If the entire project area is a minimum of 100 feet away from any down slope surface waters BUT there is a
pump station involved where a history of power outage is to be used to provide adequate design storage
instead of dual feed or permanent or portable generator, Section C must be completed to demonstrate that
the closest down slope surface water is Class C (see 15A NCAC 2H .0219(h)(3)(13)).
• Use the guidance document entitled, "Determining Watershed Classifications for Form FTA 02/03 (Fast -Track
Sewer Systems)" available from http://h2o.enr.state.nc.us/ndpu or by contacting the appropriate regional
office.
INSTRUCTIONS FOR FORM FTA 02/03

i
,] Vill. Environmental Assessments — If this project is subject to an Environmental Assessment (EA) ]15A NCAC
01C .0500], this application can not be used. Send the project application on Form PSFMGSA 10/99 to the
N I Non -Discharge Permitting Unit, 1617 Mail Service Center, Raleigh, NC 27699-1617. Applications can not be
processed until a Finding of No Significant Impact (FONSI) or Environmental Impact Statement (EIS) has been
issued. A copy is to be submitted with that permit application.
® IX. Certifications — Section D
The application must be certified by both the applicant and a North Carolina Registered Professional Engineer
(PE). The applicant signature must match the signing official listed in Item A(1b). The PE should NOT certify the
application if he/she is unfamiliar with 15A NCAC 2H .0200, the Gravity Sewer Minimum Design Criteria (most
recent version) and the Minimum Design Criteria for the Fast -Track Permitting of Pump Stations and Force Mains
(most recent version), as applicable to the project. Certification by a PE who is unfamiliar with these documents
is subject to NC Board referral.
THE COMPLETED FTA 02f03 APPLICATION PACKAGE, INCLUDING ALL SUPPORTING DOCUMENTS AND $400
FEE, SHOULD BE SENT TO THE APPROPRIATE REGIONAL OFFICE
REGIONAL OFFICE
ADDRESS
COUNTIES SERVED
Asheville Regional Office
59 Woodfin Place
Avery, Buncombe, Burke, Caldwell,
Asheville, North Carolina 28801
Cherokee, Clay, Graham, Haywood,
Henderson, Jackson, Macon, Madison,
[phone]
[phone] Fax
McDowell, Mitchell, Polk, Rutherford, Swain,
Transylvania, Yancey
Fayetteville Regional Office
Anson, Bladen, Cumberland, Harnett, Hoke,
225 Green Street Suite 714
Montgomery, Moore, Robeson, Richmond,
Fayetteville, North Carolina 28301
Sampson, Scotland
[phone]
[phone] Fax
Mooresville Regional Office
919 Main Street
Alexander, Cabarrus, Catawba, Cleveland,
Mooresville, North Carolina 28115
Gaston, Iredell, Lincoln, Mecklenburg, Rowan,
[phone]
Stanly, Union
[phone] Fax
Raleigh Regional Office
Chatham, Durham, Edgecombe, Franklin,
1628 Mail Service Center
Granville, Halifax, Johnston, Lee, Nash,
Raleigh, North Carolina 27699-1628
Northampton, Orange, Person, Vance, Wake,
[phone]
Warren, Wilson
[phone] Fax
Washington Regional Office
Beaufort, Bertie, Camden, Chowan, Craven,
943 Washington Square Mall
Currituck, Dare, Gates, Greene, Hertford,
Washington, North Carolina 27889
Hyde, Jones, Lenoir, Martin, Pamlico,
[phone]
Pasquotank, Perquimans, Pitt, Tyrrell,
[phone] Fax .
Washington, Wayne
Wilmington Regional Office
Brunswick, Carteret, Columbus, Duplin, New
127 Cardinal Drive Extension
Hanover, Onslow, Pender
Wilmington, North Carolina 28405
[phone]
[phone] Fax
Winston-Salem Regional
585 Waughtown Street
Alamance, Alleghany, Ashe, Caswell,
Office
Winston-Salem, North Carolina
Davidson, David, Forsyth, Guilford,
27107
Rockingham, Randolph, Stokes, Surry,
[phone]
Watauga, Wilkes, Yadkin
[phone] Fax
For more information, visit our web site at: http://h2o.enr.state.nc.us/ndpu/
INSTRUCTIONS FOR FORM FTA 02/03

-TRACK APPLICATION for GRAVITY SEWERS, PUW STATIONS, AND FORCE MAINS PAGE 1
USE THE TAB KEY TO MOVE FROM FIELD TO FIELD!
j Application Number:
o o 23 s 23
(to be completed by DW9W C9
1. Owner.
1 a.
Town of Canton, NC
i
Full Legal Name (company, municipality, HOA, utility, etc.)
z
�l b.
William G. Stame , Town Manager
O
Signing Official Name and Title (Please review 15A NCAC 2H .0206(b) for authorized signing officials!)
1 c.
The legal entity who will own this system is:
�❑
Individual ❑ Federal ® Municipality ❑ State/County ❑ Private Partnership ❑ Corporation ® Other (specify):
I
�
11d.
58 Park Street
Ile. Canton
®
Street Address _
City
Z
1f.
NC
11g. 28716
j
State
Zip Code
Z
®
11 h.
828-648-2363 it i. 828-646-3419
I1j. Na
~
i
Telephone Facsimile
E-mail
12.
Project (Facility) Information:
IL
2a.
Ip„
Subdivision for Blake Hyatt 2b. Ha ood
Brief Project Name (permit will refer to this name) County Where Project is Located
Q
13.
Contact Person:
Q
I3a.
Patrick Bradshaw -Civil Engineer for the Project
Name and Affiliation of Someone Who Can Answer Questions About this Application
r
3b.
828-452-4410 3c. [e-mail]
Phone Number E-mail
1.
Project is ® New ❑ Modification (of an existing permit) If Modification, Permit No.:
!2.
Owner is ® Public (skip to Item B(3)) ❑ Private (go to Item 2(a))
2a.
If private, applicant will be:
2b. If sold, facilities owned by a (must choose one)
❑ Retaining Ownership (i.e. store, church, single office, etc.)
❑ Public Utility (Instruction 111)
j
❑ Leasing units (lots, townhomes, etc. - skip to Item B(3))
❑ Homeowner Assoc./Developer (Instruction IV)
❑ Selling units (lots, townhomes, etc. - go to Item B(2b))
®
I3.
Blue Ridge Paper Products, Inc.
Owner of Wastewater Treatment Facility (WWTF) Treating Wastewater From This Project
<
'4a.
Blue Ridge Paper Products, WWTF
�4b.
*
j
Name of WWTF
WWTF Permit No.
®
15a.
Town of Canton, NC
5b. 6"
5c. WQ CS 00307
ZOwner
of Downstream Sewer
Receiving Sewer Size
Permit Number of Downstream Sewer
�6.
The origin of this wastewater is (check all that apply):
®Residential Subdivision
i ❑Car Wash
W
ElApartments/Condominiums
El Institution
100 % Domestic/Commercial
UJ
El Mobile Home Park
❑ Hospital
I
❑ School
❑ Church
% Industrial
❑ Restaurant
❑ Nursing Home
% Other s eci
(p)'
❑ Office
El Other (specify):
i
I
7.
i
Volume of wastewater to be permitted in this project: 1440 gallons per day
8.
If the permitted flow is zero, indicate why:
❑ Interceptor Line - Flow will be permitted is subsequent permits that connect to this line P 15 L� _ U
❑ Flow has already been allocated in Permit No. tt
❑ Rehabilitation or replacement of existing sewer with no new flow expected JAN-
22
WATER ppUALITY SECTION
ASHEWILLC REGIONAL OFFICE

AST -TRACK APPLICATION for GRAVITY SEWERS, PUW STATIONS, AND FORCE MAINS PAGE 2
9. Provide the wastewater flow calculations used in determining the permitted flow in accordance with 15A NCAC 2H
.0219(I) for Item 13(7) or the design flow for line or pump station sizing if zero flow in the space below. Values other than
that in 15A NCAC 2H .0219(I)(1-2) must be approved prior to submittal of this application. Submit a separate request to
the Division of Water Quality, Non -Discharge Permitting Unit, 1617 Mail Service Center, Raleigh, NC 27699-1617 in
accordance with 15A NCAC 2H .0219(I)(3).
4 units @ 3 bedrooms each = 12 bedrooms
12 bedrooms x 120 gal / bedroom = 1,440 gallons per day
10. Summary of Sewer Lines to be Permitted (attach additional sheets if necessary)
Size (inches)
Length (feet)
Gravity or Force Main
(pull down menu)
8"
384
Gravity
Gravity
Gravity
W
M
Gravity
PGravity
Z
Gravity
V
Gravity
Z
0
ENTER TOTAL LINE LENGTH IN MILES,,
a11.
Summary of Pump Stations to be Permitted (attach additional sheets as necessary)
Power Reliability Option
Location ID
Design Flow
Operational Point
(dual line feed, permanent generator WATS,
0
(as shown on plans)
(MGD)
GPM @ TDH
portable generator w/autodialer, wet well storage)
LL
Z
E--
W
I"
12. Does the sewer system comply with the Minimum Design Criteria for the Fast Track Permitting of Pump Stations and Force
m
Mains (latest version), the Gravity Sewer Minimum Design Criteria (latest version) and 15A NCAC 2H .0200 as applicable?
® Yes El No If no, please reference the pertinent minimum design criteria or regulation and indicate why a
variance is requested:
SUBMIT TWO COPIES OF PLANS, SPECIFICATIONS OR CALCULATIONS PERTINENT TO THE VARIANCE WITH YOUR APPLICATION
13. Have the following permits/certifications been submitted for approval?
Wetland/Stream Crossings - General Permit or 401 Certification? ❑ Yes ❑ No ® N/A
Sedimentation and Erosion Control Plan? ❑ Yes ❑ No ® N/A
Stormwater? ❑ Yes ❑ No ® N/A

L
L
kT-TRACKAPPLICATION
r
for GRAVITY SEWERS, PUMP STATIONS, AND FORCE MAINS PAGE 3
1 1. Use the Division's guidance document entitled, "DETERMINING STREAM CLASSIFICATIONS FOR FORM FTA 02103
Z
I (FAST -TRACK SEWER SYSTEMS)" to collect and record the stream classification data below (attach additional sheets as
®
necessary). This document is available from our web site or by contacting the appropriate Division of Water Quality
regional office (see instructions for addresses) OR indicate the following:
Q
® A Watershed Classification is not needed because all parts of the project are at least 100 feet away from any down
C,
slope waterbody; AND,
L
u'
® A Watershed Classification is not needed because the design does not depend on wet well storage as a power
reliability option for any pump station near a Class C down slope waterbody.
B ; Location ID Name of
Waterbody Stream
I Waterbody
on Map Waterbody 1_
County_ j River Basin Index
Classification
W
�
i
co
UJ
Submit the 8.5" x 11" topographic map as required in Instruction VI regardless of whether a classification is provided!
1. Applicant's Certification:
I attest that this application for Proposed Subdivision for Blake Hyatt has been
reviewed by me and is accurate and complete to the best of my knowledge. 1 understand that if all required parts of this
iapplication are not completed and that if all required supporting documentation and attachments are not included, this
application package is subject to being returned as incomplete. Note: In accordance with North Carolina General
Statutes 143-215.6A and 143-215.6B, any person who knowingly makes any false statement, representation, or
certification in any application shall be guilty of a Class 2 misdemeanor which may include a fine not to exceed $10, 000
as well as civil penalties up to $25, 000 per violation_
i Signing Official Signature V Date
2. Professional Engineer's Certification:
O
attest that this application for Proposed Subdivision for Blake Hyatt has been
! reviewed by me and is accurate, complete and consistent with the information in the engineering plans, calculations, and
f--
Q
all other supporting documentation to the best of my knowledge. 1 further attest that to the best of my knowledge the
proposed design has been prepared in accordance with the applicable regulations, Gravity Sewer Minimum Design Criteria
for Gravity Sewers adopted February 12, 1996, and the Minimum Design Criteria for the Fast -Track Permitting of Pump
LL
Stations and Force Mains adopted June 1, 2000 and the watershed classification in accordance with Division guidance.
Although certain portions of this submittal package may have been developed by other professionals, inclusion of these
materials under my signature and seal signifies that I have reviewed this material and have judged it to be consistent with
11J
the proposed design. Note: In accordance with NC General Statutes 143-215.6A and 143-215.6B, any person who
()
knowingly makes any false statement, representation, or certiftcation in any application shall be guilty of a Class 2
®
misdemeanor which may include a fine not to exceed $10, 000 as well as civil penalties up to $25, 000 per violation.
'2a. Patrick Bradshaw
gppp4440000D00ppD0
�
Professional Engineer Name ��� ep000
_ �4000�
2b. Bradshaw Engineering, Ina
® �g
Engineering Firm
p
�2c. PO Box 1011 4
Address 2 ` h
Waynesville 12e. 2f. 0
2d NC 28786
��� °�
j City State Zip ;� 0°®
2g. 828-452-4410 !2h. 828-456-5455 g
�2i. patrick@bradshawengineeri
Telephone I Facsimile I E-mail Seal, Signature & Date

•ouj 'yoaldew 'L6U (o) 346uRdoo

1�
�OF W AT , 0 State of North Carolina
O G Department of Environment and Natural Resources
Division of Water Quality
o FAST -TRACK APPLICATION
for GRAVITY SEWERS, PUMP STATIONS, AND FORCE MAINS
(Pressure sewers systems are not to be included as part of this application package)
INSTRUCTIONS: Indicate that you have included the following list of required application package items by checking the
space provided next to each item. Failure to submit all required items will lead to your application being returned as
incomplete or additional processing and review time. This fora may be photocopied for use as an original.
01. Application Form - Submit one original and one copy of the completed and appropriately executed application
form. Any changes to this form will result in the application being returned. The Division of Water Quality
(Division) will only accept application packages that have been fully completed with all applicable items
addressed. You do not need to submit detailed Plans and specifications unless you respond NO to Item B(12)
® II. Application Fee - Submit a check in the amount of $400 made payable to: North Carolina Department of
Environment and Natural Resources (NCDENR).
❑ III. Certificates of Public Convenience and Necessity — If the application is being submitted in the name of a
privately -owned public utility, submit two copies of the Certificate of Public Convenience and Necessity (CPCN)
which demonstrates that the public utility is authorized to hold the utility franchise for the area to be served by the
sewer extension. If a CPCN has not been issued, provide two copies of a letter from the North Carolina Utilities
Commission's Public Staff that states that an application for a franchise has been received, that the service area
is contiguous to an existing franchised area, and/or that franchise approval is expected. The project name in the
CPCN or letter must match that provided in Item A(2a) of this application.
❑ IV. Operational Agreements — Submit one original and two copies of a properly executed operational agreement if
the sewer extension will be serving residential or commercial lots (e.g., houses, condominiums, townhomes,
i outparcels, etc.) that will be owned by a homeowners' association or developer (Item B(2b)). If the applicant is a
homeowners' association, use Form HOA 02103. If the applicant is a developer, use Form DEV 02103. EVEN IF
THE PROJECT WILL BE TURNED OVER TO A MUNICIPALITY, FORM DEV 02/03 IS REQUIRED.
® V. Flow Acceptance Letters — If the owner of the downstream sewers and/or WWTF is different from the applicant,
submit two copies of a flow acceptance letter from the owner of the downstream sewers and UWVTF, if different.
Flow acceptance letters must contain the following minimum information: applicant and project name, amount of
flow accepted, and name and permit number of the receiving sewers/WWTF. The flow acceptance must not
expire prior to permit issuance and must be dated less than a year prior to the application date.
Intergovernmental agreements or other contracts will not be accepted in lieu of a project -specific flow acceptance
letter.
® VI. Map — Submit an 8.5-inch by 11-inch copy of the portion of a 7.5-minute USGS Topographic Map along with this
form. The map should identify the entire project area location as well as the closest downslope surface waters as
clearly as possible. Each map portion must be labeled with the map name and number, the identified location,
and be of clear and reproducible quality. For instance, if the project involves 4 miles of interceptor sewer that
traverses over or near several different waterbodies (or counties, basins, etc.), the map should have location ID's
for each different waterbody (where the sewer line is within 100 feet of such waterbody - see Instruction VII).
❑ VII. Watershed Classifications — Section C
• If any portion of the project is within 100 feet of any down slope surface water, Section C must be completed
for the pertinent sections.
• If the entire project area is a minimum of 100 feet away from any down slope surface waters BUT there is a
pump station involved where a history of power outage is to be used to provide adequate design storage
instead of dual feed or permanent or portable generator, Section C must be completed to demonstrate that
the closest down slope surface water is Class C (see 15A NCAC 2H .0219(h)(3)(13)).
• Use the guidance document entitled, "Determining Watershed Classifications for Form FTA 02/03 (Fast -Track
Sewer Systems)" available from http://h2o.enr.state.nc.usfndpu or by contacting the appropriate regional
office.
INSTRUCTIONS FOR FORM FTA 02/03

❑ Vill. Environmental Assessments — If this project is subject to an Environmental Assessment (EA) ]15A NCAC
01C .0500], this application can not be used. Send the project application on Form PSFMGSA 10199 to the
N i A Non -Discharge Permitting Unit, 1617 Mail Service Center, Raleigh, NC 27699-1617. Applications can not be
processed until a Finding of No Significant Impact (FONSI) or Environmental Impact Statement (EIS) has been
issued. A copy is to be submitted with that permit application.
® IX. Certifications — Section D
The application must be certified by both the applicant and a North Carolina Registered Professional Engineer
(PE). The applicant signature must match the signing official listed in Item A(lb). The PE should NOT certify the
application if he/she is unfamiliar with 15A NCAC 2H .0200, the Gravity Sewer Minimum Design Criteria (most
recent version) and the Minimum Design Criteria for the Fast -Track Permitting of Pump Stations and Force Mains
(most recent version), as applicable to the project. Certification by a PE who is unfamiliar with these documents
is subject to NC Board referral.
THE COMPLETED FTA 02/03 APPLICATION PACKAGE, INCLUDING ALL SUPPORTING DOCUMENTS AND $400
FEE, SHOULD BE SENT TO THE APPROPRIATE REGIONAL nFFIcF
REGIONAL OFFICE
ADDRESS
COUNTIES SERVED
Asheville Regional Office
59 Woodfin Place
Avery, Buncombe, Burke, Caldwell,
Asheville, North Carolina 28801
Cherokee, Clay, Graham, Haywood,
[phone]
Henderson, Jackson, Macon, Madison,
[phone] Fax
McDowell, Mitchell, Polk, Rutherford, Swain,
Transylvania, Yancey
Fayetteville Regional Office
225 Green Street Suite 714
Anson, Bladen, Cumberland, Hamett, Hoke,
'
Fay
Fayetteville, North Carolina 28301
Montgomery, Moore, Robeson, Richmond,
Sampson, Scotland
[phone]
[phone] Fax
Mooresville Regional Office
919 N Main Street
Alexander, Cabarrus, Catawba, Cleveland,
Mooresville, North Carolina 28115
Gaston, Iredell, Lincoln, Mecklenburg, Rowan,
[phone]
Stanly, Union
[phone] Fax
Raleigh Regional Office
1628 Mail Service Center
Chatham, Durham, Edgecombe, Franklin,
Raleigh, North Carolina 27699-1628
Granville, Halifax, Johnston, Lee, Nash,
Northampton, Orange, Person, Vance, Wake,
[phone]
- Warren, Wilson
[phone] Fax
Washington Regional Office
Beaufort, Bertie, Camden, Chowan, Craven,
943 Washington Square Mall
Currituck, Dare, Gates, Greene, Hertford,
Washington, North Carolina 27889
Hyde, Jones, Lenoir, Martin, Pamlico,
[phone]
Pasquotank, Perquimans, Pitt, Tyrrell,
[phone] Fax
Washington, Wayne
Wilmington Regional Office
Brunswick, Carteret, Columbus, Duplin, New
127 Cardinal Drive Extension
Hanover, Onslow, Pender
Wilmington, North Carolina 28405
[phone]
[phone] Fax
Winston-Salem Regional
585 Waughtown Street
Alamance, Alleghany, Ashe, Caswell,
Office
Winston-Salem, North Carolina
Davidson, David, Forsyth, Guilford,
27107
Rockingham, Randolph, Stokes, Sur y,
(336) 7714600
Watauga, Wilkes, Yadkin
(336) 7714631 Fax
For more information, visit our web site at: http://h2o.enr. state. nc. us(ndpu/
INSTRUCTIONS FOR FORM FTA 02/03

FAST -TRACK APPLICATION for GRAVITY SEWERS, PUMP STATIONS, AND FORCE MAINS PAGE 1
-
USE THE TAB KEY TO MOVE FROM FIELD TO FIELD! Application Number:
(to be completed by DWQ)
9.
Owner.
la.
Town of Canton, NC
Full Legal Name (company, municipality, HOA, utility, etc.)
Z
1 b.
William G. Stame , Town Manager
0
Signing Official Name and Title (Please review 15A NCAC 2H .0206(b) for authorized signing officials!)
1 C.
The legal entity who will own this system is:
El Individual El Federal ®Municipality ❑State/County ❑ Private Partnership ❑ Corporation ®Other (specify):
1 d.
58 Park Street .1 e. Canton
0
Street Address City
LL
Z
1f.
NC .1g. 28716
Z
State Zip Code
®
1 h_
828-648-2363 I i. 828-646-3419 .1 j. Na
Telephone Facsimile E-mail
V
2.
Project (Facility) Information:
"1
fL
2a.
Subdivision for Blake Hyatt 2b. Haywood
jL
Brief Project Name (permit will refer to this name) County Where Project is Located
�
3.
Contact Person: _
Q
3a.
Patrick Bradshaw -Civil Engineer for the Project
Name and Affiliation of Someone Who Can Answer Questions About this Application
3b.
828-4524410 3c. [e-mail]
Phone Number E-mail
1.
Project is ® New ❑ Modification (of an existing permit) If Modification, Permit No.:
2-
Owner is ® Public (skip to Item B(3)) ❑ Private (go to Item 2(a))
2a.
If private, applicant will be: I 2b. If sold, facilities owned by a (must choose one)
❑ Retaining Ownership (i.e. store, church, single office, etc.) ❑ Public Utility (Instruction III)
❑ Leasing units (lots, townhomes, etc. - skip to Item B(3)) ❑ Homeowner Assoc./Developer (Instruction IV)
❑ Selling units (lots, townhomes, etc. - go to Item B(2b))
3.
Blue Ridge Paper Products, Inc.
oZ
Owner of Wastewater Treatment Facility (WWTF) Treating Wastewater From This Project
4a.
Blue Ridge Paper Products, WWTF 4b.
Name of WWTF WWTF Permit No.
0
5a.
Town of Canton, NC
5b. 6"
5c_ WQ CS 00307
U.
Z
Owner of Downstream Sewer
Receiving Sewer Size
Permit Number of Downstream Sewer
,6.
The origin of this wastewater is (check all that apply):
® Residential Subdivision ❑ Car Wash
W❑
Apartments/Condominiums ❑ Institution 100 % Domestic/Commercial
d
❑ Mobile Home Park El Hospital
❑ School ❑ Church % Industrial
im
❑ Restaurant ❑ Nursing Home % Other (specify):
❑ Office. ❑ Other (specify):
7_
Volume of wastewater to be permitted in this project 1440 gallons per day
k.
8.
If the permitted flow is zero, indicate why:
❑ Interceptor Line - Flow will be permitted is subsequent permits that connect to this line
❑ Flow has already been allocated in Permit No.
❑ Rehabilitation or replacement of existing sewer with no new flow expected
JA N 2 2 too
f � �
r � `
'NITER OUALI r' SECTI0:,1 S
u1 OM VILLLI;EGIO1ik,L GFF; �E

FAST -TRACK APPLICATION for GRAVITY SEWERS, PUMP STATIONS, AND FORCE MAINS PAGE 2
9. Provide the wastewater flow calculations used in determining the permitted flow in accordance with 15A NCAC 2H
.0219(I) for Item B(7) or the design flow for line or pump station sizing if zero flow in the space below. Values other than
that in 15A NCAC 2H .0219(1)(1 2) must be approved prior to submittal of this application. Submit a separate request to
the Division of Water QualityNon-Discharge Permitting Unit, 1617 Mail Service Center, Raleigh, NC 27699-1617 in
accordance with 15A NCAC 2H .0219(1)(3).
4 units @ 3 bedrooms each =12 bedrooms
12 bedrooms x 120 gal / bedroom =1,440 gallons per day
_
10. Summary of Sewer Lines to be Permitted (attach additional sheets if necessary)
Size inches Gravity or Force Main
(pull down menu)
8" 384 Gravity
Gravity
Gravity-
W-- -- -- - - -- ------_----- - — ---
Gravity - - - -
Gravity
Gravity
V Gravity
O ENTER TOTAL LINE LENGTH IN MILES
Q11. Summary of Pump Stations to be Permitted (attach additional sheets as necessary)
Power Reliability Option -�- ---
Location ID Design Flow Operational Point (dual line feed, permanent generator w/ATS,
O (as shown on plans) ` (MGD) GPM t� TDH _portable generator w/autodialer, wet well storage)
iLL -
Z
W
CL
12. Does the sewer system comply with the Minimum Design Criteria for the Fast Track Permitting of Pump Stations and Force
m Mains (latest version), the Gravity Sewer Minimum Design Criteria (latest version) and 16A NCAC 2H .0200 as applicable?
® Yes []No If no, please reference the pertinent minimum design criteria or regulation and indicate why a
variance is requested:
SUBMIT TWO COPIES OF PLANS, SPECIFICATIONS OR CALCULATIONS PERTINENT TO THE VARIANCE WITH YOUR APPLICATION
13. Have the following permits/certifications been
Wetland/Stream Crossings - General Permit or 401 Certification? ❑ Yes ❑ No 0 WA
Sedimentation and Erosion Control Plan? ❑ Yes ❑ No ® N/A
Stormwater?
❑ Yes []No 0 N/A

FAST -TRACK APPLICATION for GRAVITY SEWERS, PUIHP STATIONS, AND FORCE MAINS PAGE 3
1. Use the Division's guidance document entitled, "DETERMINING STREAM CLASSIFICATIONS FOR FORM FTA 02103
Z (FAST TRACK SEWER SYSTEMS)" to collect and record the stream classification data below (attach additional sheets as
® necessary). This document is available from our web site or by contacting the appropriate Division of Water Quality
regional office (see instructions for addresses) OR indicate the following:
Q ® A Watershed Classification is not needed because all parts of the project are at least 100 feet away from any down
slope waterbody; AND,
L ® A Watershed Classification is not needed because the design does not depend on wet well storage as a power
F reliability option for any pump station near a Class C down slope waterbody.
Q Location ID Name of Waterbody Stream : Waterbody
J on Map--- Waterbody County_ _ River Basin Index Classification
iW
LLI
Submit the 8.5" x 11" topographic map as required in Instruction VI regardless of whether a classification is provided!
1. Applicant's Certification:
I attest that this application for Proposed Subdivision for Blake Hyatt has been
reviewed by me and is accurate and complete to the best of my knowledge. I understand that if all required parts of this
application are not completed and that if all required supporting documentation and attachments are not included, this
application package is subject to being returned as incomplete. Note: In accordance with North Carolina General
Statutes 143-215 6A and 143-2156B, any person who knowingly makes any false statement representation, or
certification in any application shall be guilty of a Class 2 misdemeanor which may include a fine not to exceed $10,000
as well as civil penalties up to $25,000 per
la. b\r
Signing Official Signature Date
U) 2. Professional Engineer's Certification:
OI attest that this application for Proposed Subdivision for Blake Hyatt has been
reviewed by me and is accurate, complete and consistent with the information in the engineering plans, calculations, and
P all other supporting documentation to the best of my knowledge. I further attest that to the best of my knowledge the
Q proposed design has been prepared in accordance with the applicable regulations, Gravity Sewer Minimum Design Criteria
0 for Gravity Sewers adopted February 12, 1996, and the Minimum Design Criteria for the Fast -Track Permitting of Pump
Ij•, Stations and Force Mains adopted June 1, 2000 and the watershed classrtcation in accordance with Division guidance.
F:. Although certain portions of this submittal package may have been developed by other professionals, inclusion of these
materials under my signature and seal signifies that 1 have reviewed this material and have judged it to be consistent with
i' J the proposed design. Note: In accordance with NC General Statutes 143-2156A and 143-215 6B, any person who
V knowingly makes any false statement, representation, or certification in any application shall be guilty of a Class 2
® misdemeanor which may include a fine not to exceed $10, 000 as well as civil penalties up to $25, 000 per violation.
2a. Patrick Bradshaw
Professional Engineer Name
2b. Bradshaw Engineering Inc.
Engineering Firm
2c. PO Box 1011
Address
2d. Waynesville 2e. NC 2f. 28786
City State Zip
2g. 828-452-4410 2h. 828-456-5455 2i. patrick@bradshawengineering.
Telephone Facsimile E-mail
„� •.�« V-
C R9 -
Seal. Signature & Date

OF cy�� �01
O
Enfun of Tantm,
, L Q
F� W7*71'\
Office of The Town Manager
WILLIAM G. STAMEY
TOWN MANAGER
December 23, 2003
Mr. Patrick Bradshaw, PE
Bradshaw Engineering, Inc.
P.O. Box 1011
Waynesville, North Carolina 28786
Dear Mr. Bradshaw:
RE: Blake Hyatt Subdivision, Canton, North Carolina
The Town of Canton has reviewed the engineering plans for the proposed
subdivision and finds them in order. The anticipated flow of 1,440 GPD is acceptable
and is approved by the Town of Canton. It is not necessary to obtain flow approval from
Blue Ridge Paper Products, Inc. due to prior agreements between the town and Blue
Ridge.
Completion of this step allows Mr. Hyatt to continue with the MHOD overlay district.
Sincerely yours,
l
Oiah�Stamey
Town Manager
WGS/rg
cc: Blake Hyatt

G►IY_
Copyright (C)1997, Maptech, Inc.

0 North is oL dhfe Resources Commission KN
Charles R. Fullwood, Executive Director
September 19, 2003
Mr. David Baker
U. S. Army Corps of Engineers
Regulatory Branch
151 Patton Avenue, Room 208
Asheville, North Carolina 28801-5006
SUBJECT: Austin Pendley Wall Repair — Jonathan Creek
Haywood County, North Carolina
Dear Mr. Baker:
P:
Mr. Austin Pendley is requesting a letter of concurrence from the North Carolina Wildlife
Resources Commission (NCWRC) to make repairs to a wall. Biologists have visited the site
several times since the wall failed this spring. These comments are provided in accordance with
provisions of the Clean Water Act of 1977 (33 U.S.C. 466 et seq.) and the Fish and Wildlife
Coordination Act (48 Stat. 401, as amended; 16 U.S.C. 661-667d).
We have reviewed sketches to repair the wall that failed during a major storm event in the
spring of 2003. The wall was constructed of large concrete blocks (3 feet x 2 feet). The wall was
undercut and fell into Jonathan Creek. A residential structure is in close proximity of the creek
and could be damaged if further bank erosion occurs. The sketch submitted shows several
alternatives to reconstruct the wall. One alternative is to reconstruct the wall three blocks high
with a fourth block turned perpendicular to the wall to act as a footer. The footer block would be
buried. The blocks will be secured to each other with epoxy or steel rods. The entire wall will
be anchored into the adjacent riparian zone with an anchor system. A second alternative was to
reconstruct the wall and place large (200-500 pound) quarry rock along the failed wall and the
remaining wall upstream.
We originally commented on this project in December 1998 to stabilize 300 feet of
eroding streambank. The application stated that the stabilization would be done using rock and
we subsequently concurred with constructing a rock wall. The contractor and applicant then built
a wall of large concrete block. We are concerned that the conditions of the original permit were
Mailing Address: Division of Inland Fisheries • 1721 Mail Service Center o Raleigh, NC 27699-1721
Telephone: [phone] ext. 281 o Fax: [phone]

Austin Pendley Wall Repair 2 September 19, 2003
Jonathan Creek, Haywood County
not followed..Solid walls, are a poor method of stabilizing streambanks. Solid walls have a
relatively high potential for failure due'to undercutting and adversely impact, stream and riparian
habitat.
Jonathan Creek is managed'by the NCWRC'as Hatchery Supported trout water, and also
supports a good wild trout population in the project area. We believe that this project has the
potential to adversely impact trout resources.
Although we question if this applicant is in compliance with the original permit, we will
defer to the COE to determine any enforcement action. If the COE is satisfied that the project
was constructed according to original conditions, we will not object to the repair of the block
wall. If this wall fails in the future, we request that the applicant be required to use an acceptable
form of stabilization.
The NCWRC will not object to the repair of the wall provided the applicant adheres to
the following conditions.
1. Adequate sedimentation and erosion control measures must be implemented prior to
any ground disturbing activities to avoid impacts to downstream aquatic resources.
2.: Discharge of rock in front of the reconstructed wall or the remaining original wall is
not authorized. The concrete block should be installed at the same point as the
original block and should not encroach into the stream channel any. further than the
original wall. The footer block should be buried in the substrate.
3. Under no circumstances should rock; sand, or other materials be dredged from the
wetted stream channel under authorization of this permit, except in the immediate
vicinity of the eroding bank. Such materials are unstable in flowing water situations
and are unsuitable for bank stabilization. Instream dredging has catastrophic effects
on aquatic life, and disturbance of the natural form of the stream channel will likely
cause downstream erosion problems, possibly affecting other landowners.
4. Stabilization measures should only be applied on or near existing erosion sites,
leaving other stable shoreline areas in a natural condition. No downstream or
upstream extension of the wall is authorized. Grading and backfilling should be
minimized, and tree and shrub growth should be retained if possible to ensure long
term availability of shoreline cover for fish and wildlife.
5. Repairs to eroded banks should be conducted in a dry work area, if possible. Sand
bags, rock berms, or other diversion structures should be used where possible to
minimize excavation in flowing water.
6. Native trees (willows, alders, sycamores, dogwoods, black walnut and red maple), and
native woody shrubs (e.g., rhododendron) should be.planted along the stream bank to
provide long term erosion control.

Austin Pendley Wall Repair 3
Jonathan Creek, Haywood County
September 19, 2003
7. Construction instream and within the 25-foot buffer are prohibited during the trout-
spawnmg period of October 15 to April .15 in order to protect the egg and fry stages
from sedimentation..:
8. All mechanized equipment operated in or near surface waters should be'regularly
inspected and maintained to prevent contamination of stream waters from fuels,
lubricants, hydraulic fluids, or other toxic materials.
Thank you for the opportunity to review and comment on this project. Pending
availability of field staff, the NCWRC may inspect the work site during or after construction. If
there are any questions regarding these comments, please contact me at [phone] ext 24.
Sincerely,
Owe F. Anderson
Mountain Region Coordinator
Habitat Conservation Program
cc: Mr. Austin Pendley, Applicant
�N�tr�I�evia�:Bai�nett;: Environmerital Speeialist;:.DWQ=

O�O� WA
r
January 10, 2003
Mr. John Queen
480 Queen Cove Road
Waynesville, NC 28786
Re: John Queen Farms
Permit Rescission
Permit # AWC440002
Dear Mr. Queen,
Michael F. Easley
Governor
William G. Ross Jr., Secretary
Department of Environment and Natural Resources
Alan W. Klimek, P.E. Director
Division of Water Quality
JAN 5 2003
According to the December 10`h letter from the Asheville Regional Office, your farm is
not required to be permitted. Therefore, your permit is hereby rescinded. You should no longer
receive invoices for your annual permit fee but if you do, please contact me at [phone],
ext. 539 or Sue Homewood at [phone], ext. 502.
Sincerely,
Steve Lewis
Non -Discharge Compliance and Enforcement
cc: Sue Homewood
Fran McPherson
Kevin Barnett, Asheville Regional Office
sheville Regional Office
Farm file #44-2
Central Files
NCDENR
Customer Service: Mailing Address: Telephone [phone] Location:
1-877-623-6748 1617 Mail Service Center Fax [phone] N. Salisbury St.
Raleigh, North Carolina 27699-1617 State Courier #52-01-01 Raleigh, NC 27699-1617
An Equal Opportunity/Affirmative Action Employer
50011. recycled / 10- post -consumer paper
h ttp:11h2o. enr. s to te. n c. us

Michael F. Easley, Governor
William G. Ross, Jr., Secretary
North Carolina Department.of Environment and Natural Resources
Alan W. Klimek, P.E., Director
Coleen Sullins, Deputy Director
Division of Water Quality
Asheville Regional Office
WATER QUALITY SECTION
January 26, 2004
Mr. William G. Stamey, Manager
Town of Canton
58 Park Street
Canton, North Carolina 28716
Subject: Permit No. WQ0023523
Town of Canton
Blake Hyatt Subdivision
Wastewater Collection System Extension
Haywood County
Dear Mr. Stamey:
In accordance with your application received January 22, 2004, we are forwarding
herewith Permit No. WQ0023523, dated .January 26, 2004, to the Town of Canton for the
construction and. operation of the subject wastewater. collection system extension. This. permit
shall be effective from the date of issuance until rescinded, and shall be subject to the conditions
and limitations as specified therein. This cover letter shall be considered a part of this permit and
is therefore incorporated therein by reference.
Please pay particular attention to Permit Condition 3, which requires' that the wastewater
collection facilities be properly operated and maintained in accordance with 15A NCAC 2H .0227
or any individual system -wide collection system permit issued to the Permiee.
Permitting of this project does not constitute an acceptance of any part of the project that
does not meet 15A NCAC 2H .0200; the Division of Water Quality's (Division) Gravity Sewer
Minimum Design Criteria adopted February 12, 1996 as applicable; and the Division's Minimum
Design Criteria for the Fast -Track Permitting of Pump Stations and Force Mains adopted June 1,
2000 as applicable, unless specifically mentioned herein. Division approval is based on
acceptance of the certification provided by a North Carolina -licensed Professional Engineer
named in the application. It shall be the Permittee's responsibility to ensure that the as -
constructed project meets the appropriate design criteria and rules. Failure to comply may result
in penalties in accordance with North Carolina General Statute §143-215.6A through §143-
215.6C, construction of additional or replacement wastewater collection facilities, and/or referral
of the North Carolina -licensed Professional Engineer to the licensing board.

.J
Mr. William Stamey
January 26, 2004
Page Two
In accordance with the provisions of Article 21 of Chapter 143, General Statutes of North
Carolina as amended, and other applicable Laws, Rules, and Regulations, permission is hereby
granted to the Town of Canton for the construction and operation of approximately 384 linear feet
of 8-inch gravity sewer; to serve 4 3-bedroom residences, as part of the Blake Hyatt Subdivision
project, and the ,discharge of 1440 gallons, per day of collected domestic wastewater into the
Town of Canton's existing sewerage system, pursuant to the application received January 22,
2004 and in conformity with 15A NCAC 2H .0200; the Division's Gravity Sewer Minimum Design
Criteria adopted February 12, 1996 as applicable; the Division's Minimum Design Criteria for the
Fast -Track Permitting of Pump Stations and Force Mains adopted June 1, 2000 as applicable;
and other supporting data subsequently filed and approved by the Department of Environment
and Natural Resources and considered a part of this permit.
The sewage and wastewater collected by this system shall be treated in the Blue Ridge
Paper Products Wastewater Treatment facility (NPDES Permit No. NC0000272) prior to being
discharged into the receiving stream.
This permit shall become voidable unless the agreement between the Town of Canton and
Blue Ridge Paper Products for the collection and final treatment of wastewater is in full force and
effect.
If any parts, requirements, or limitations contained in this permit are unacceptable, you have
the right to request an adjudicatory hearing upon written request within 30 days following receipt of
this permit. This request must be in the form of a written petition, conforming to Chapter 150B of
North Carolina General Statutes, and filed with the Office of Administrative Hearings, 6714 Mail
Service Center, Raleigh, NC 27699-6714. Unless such demands are made, this permit shall be final
and binding.
If you need additional information concerning this matter, please contact Keith Haynes at
828/251-6208.
Sincerely,
an W. Klimek,
Enclosure
cc: Haywood County Health Department
Bradshaw Engineering
Water Quality Central Files
NDPU Files

NORTH CAROLINA
ENVIRONMENTAL MANAGEMENT COMMISSION
DEPARTMENT OF ENVIRONMENT AND NATURAL RESOURCES
Town of Canton Blake Hyatt Subdivision
WASTEWATER COLLECTION SYSTEM EXTENSION PERMIT
This permit shall be effective from the date of issuance until rescinded and shall be subject to
the following specified conditions and limitations:
1. This permit shall become voidable unless the wastewater collection facilities are constructed
in accordance with the conditions of this permit; 15A NCAC 2H .0200; the Division of Water
Quality's (Division) Gravity Sewer Minimum Design Criteria adopted February 12, 19.96 as
applicable; the Division's Minimum Design Criteria for the Fast-Track'Permitting of Pump
Stations and Force Mains adopted June 1, 2000 as applicable; and other supporting
materials unless specifically mentioned herein.
2. This permit shall be effective only with respect to the nature and volume of wastes described
in the application and other supporting data.
3. The wastewater collection facilities shall be properly maintained and operated at all times.
The Permittee shall maintain compliance with an individual system -wide collection system
permit for the operation and maintenance of these facilities as required by 15A NCAC 2H
.0227. If an individual permit is not required, the following performance criteria shall be met as
provided in 15A NCAC 2H .0227:
a. The sewer system shall be effectively maintained and operated at;all times to prevent
discharge to land or surface waters, and any contravention of the groundwater standards
in 15A NCAC 2L .0200 or the surface water standards in 15A NCAC 213 .0200.
b. A map of the sewer system shall be developed prior to January 1, 2004 and shall be
actively maintained.
c. An operation and maintenance plan shall be developed and implemented.
d. Pump stations that are not connected to a telemetry system shall be inspected every day
(i.e. 365 days per year). Pump stations that are connected to a telemetry system shall
be inspected at least once per week.
e. High -priority sewer lines shall be inspected at least once per everysix-month period of
time.
f. A general observation of the entire sewer system shall be conducted at least once per
year.
g. Inspection and maintenance records shall be maintained for a period of at least three
years.
3

Permit No. WQ0023523 January 26, 2004 Page 2
h. Overflows and bypasses shall be reported to the appropriate Division regional office in
accordance with 15A NCAC 2B .0506(a), and public notice shall be provided as required
by North Carolina General Statute §143-215.1 C.
i
4. This permit shall not be transferable. In the event there is a desire for the wastewater
collection facilities to change ownership, or there is a name change of the Permittee, a formal
permit request shall be submitted to the .Division accompanied by documentation from the
parties involved, and other supporting materials as may be appropriate. The approval ,of this
request shall be considered on its merits and may or may not be approved.
5. Construction of the gravity sewers, pump stations, and force mains shall be scheduled so as
not to interrupt service by the existing utilities nor result in an overflow or bypass discharge of
wastewater to the surface waters of the State.
6. Upon completion of construction and prior to operation of these permitted facilities, a
certification, a copy of the construction record drawings,. as well as supporting design
calculations for any pump stations permitted as part of this project shall be received from a
North Carolina -licensed Professional Engineer certifying that the facilities have been installed
in accordance with this permit; 15A NCAC 2H .0200; the Division's Gravity Sewer Design
Criteria adopted February 12, 1996 as applicable; the Division's Minimum Design Criteria for
the Fast -Track Permitting of Pump Station and Force Main adopted June 1, 2000 as
applicable; and other supporting materials. If this project is to be completed in phases and
partially certified, you shall retain the responsibility_ to track further construction approved
under the same permit, and shall provide a final certificate of completion once the entire
project has been completed. A copy of the construction record drawings, indicating the
facilities constructed in the phase being certified, shall be submitted with each partial
certification. Mail the Engineer's Certification, one copy of the "Construction Record
Drawings," and one copy of the supporting design calculations to the Non -Discharge
Permitting Unit, 1617 Mail Service Center, Raleigh, NC 27699-1617.
7. A copy of the construction record drawings shall be maintained on file by the Permittee for
the life of the wastewater collection facilities.
8. Failure to abide by the conditions and limitations contained in this permit; 15A NCAC 2H
.0200; the Division's Gravity Sewer.Design Criteria adopted February 12, 1996 as applicable;
the Division's Minimum Design Criteria for the Fast -Track Permitting of Pump Station and
Force Mains adopted June 1, 2000 as applicable; and other supporting materials may subject
the Permittee to an enforcement action by the Division, in accordance with North Carolina
General Statutes §143-215.6A through §143-215.6C.
9. In the event that the wastewater collection facilities fail to perform satisfactorily, including the
creation of nuisance conditions, the Permittee shall take immediate corrective action,
including those as may be required by this Division, such as the construction of additional or
replacement facilities.
4

Permit No. WQ0023523 January 26, 2004 Page 3
10. The issuance of this' permit shall not exempt the Permittee from complying with any and all
statutes, rules, regulations, or ordinances that may be imposed by other government
agencies (local, state and federal) which have jurisdiction, including but not limited to
applicable river buffer rules in 1'5A NCAC 2B .0200, erosion and sedimentation control
requirements in 15A NCAC Chapter 4 and under the Division's General Permit NCG010000,
and any requirements pertaining to wetlands under 15A NCAC 2B .0200 and 15A NCAC 2H
.0500.
11. Non-compliance Notification:
The Permittee shall report by telephone to the Asheville Regional Office, telephone number
[phone], as soon as possible, but in no case more than 24 hours or on the next
working day, following the occurrence or first knowledge of the occurrence of either of the -
following:
a. Any process unit failure, due to known or unknown reasons, that renders the facility
incapable of adequate wastewater transport, such as mechanical or electrical failures of
pumps, line blockage or breakage, etc.; or
b. Any failure of a pumping station or sewer line resulting in a by-pass directly to receiving
waters without treatment of all or any portion of the influent to such station or facility.
Persons reporting such occurrences by telephone shall also file a written report in letterform
within five days -following first knowledge of the occurrence. This report must outline the
actions taken or proposed to be taken to ensure that the problem does not recur.
Permit issued this the twenty-sixth of January, 2004
NORTH CAROLINA ENVIRONMENTAL MANAGEMENT COMMISSION
P
A/an W. Klimek, P.E., Director
Division of Water Quality
By Authority of the Environmental Management Commission
Permit Number WQ0023523

Permit No. WQ0023523 January 26, 2004 Page 4
Complete and submit this form to the permit issuing Asheville Regional office with the following:
One copy of the project record drawings (plan & profile views of sewer lines) of the wastewater
collection system extension
• supporting design calculations (selected pumps, system curve, operating point, available storage if
portable generator(s) or storage greater than longest past three year outage reliability option selected)
for any pump stations permitted as part of this project
• Changes to the project should be clearly identified on the record drawings or in written summary form.
Permit modifications are required for any changes resulting in non-compliance with this permit,
regulations or minimum design criteria.
This project shall not be considered complete nor allowed to operate until this Engineer's Certification and
all required supporting documentation have been received by the Division. Therefore, it is highly
recommended that this certification be sent in a manner that provides proof of receipt by the
Division.
ENGINEER'S CERTIFICATION
❑ Partial ❑ Final
, as a duly registered Professional Engineer in the State of North Carolina,
having been authorized to observe (❑ periodically, ❑ weekly, ❑ full time) the construction of the Blake
Hyatt Subdivision Collection System, Haywood County project for the Permittee hereby state that, -to the
best of my abilities, due care and diligence was used in the observation of the construction such that the
construction was observed to be built within substantial compliance of this permit; 15A NCAC 2H .0200;
the Division of Water .Quality's (Division) Gravity Sewer Minimum Design Criteria adopted February 12,
1996 as applicable; the Division's Minimum Design Criteria for the Fast -Track Permitting of Pump Stations
and Force Mains adopted June 1, 2000 as applicable; and other supporting materials.
North Carolina Professional Engineer's
seal, signature, and date:
SEND THIS FORM & SUPPORTING DOCUMENTATION WITH
REQUIRED ATTACHMENTS TO THE FOLLOWING ADDRESS:
MR. FORREST R. WESTALL
WATER QUALITY REGIONAL SUPERVISOR
ASHEVILLE REGIONAL OFFICE
59 WOODFIN PLACE
............................................................................................................ ASHEVILLE, NC 28801
The Permittee is responsible for tracking all partial certifications up until a final certification is
received. Any wastewater flow made tributary to the wastewater collection system extension prior
to completion of this Engineer's Certification shall be considered a violation of the permit and
shall subject the Permittee to appropriate enforcement actions.
0

McGill
A S S O C I A T E S
February 25, 1999
Mr. Keith Haynes
NCDEHNR
Water Quality Section, Asheville Regional Office
Interchange Building
59 Woodfin Place
Asheville, North Carolina 28801
RE: Water and Sewer Improvements
Newfound Road Interchange
Canton, North Carolina
Dear Mr. Haynes:
Please find a 8 '/2" x I I" copy of a quad map showing the location of a proposed pump
station on the above referenced project. Also enclosed is page 5 of the application form for
completion of the classification of the nearest surface waters. The pump station will be located
upstream of North Hominy Creek near the west -bound exit ramp of Exit 31 off Interstate 40.
Please map and call me if you have any questions on the project.
Sincerely,
McGILL ASSOCIATES, P:A
VANN WATERS
Enclosure
stotrow/98505.00/letters/kh2 5 fe9. doc
E n g i n e e r i n g P l a n n i n g F i n a n c e
McGill Associates, P.A. • P.O. Box 2259, Asheville, NC 28802 • 55 Broad Street, Asheville, NC 28801
704-252-0575 • FAX [phone]

This form.. musf be completed by the appropriate DEM regional office and included as a part of the project
submittal information.
INSTRUCTIONS .-:TO NC PROFESSIONAL ENGINEER:
The classification of the downslope surface waters (the surface waters that any overflow from the facility would flow toward)
in which --these sewers will be constructed must be determined by the appropriate DEM regional office. Therefore, you are
'required; 'prior to submittal of the application package, to submit this form, with items I through 7 completed, to
' the apprdpriate .Division of Environmental Management Regional Water Quality Supervisor (see page 8 of 8). At a
minimum, you must include an 8.5" by I V copy of the portion of a 7.5 minute USGS Topographic Map which shows the
location of these sewers and the downslope surface waters in which they will be located. Identify the closest downslope
surface waters onthe attached map copy. Once the regional office has completed the classification,
reincorporate this completed page and the topographic map into the complete application form and
submit the "application package.
1. Applicant (specify name of the municipality, corporation, individual, etc.)..Town of Canton
'� McGill Associates; 55 Broad Street
am 2. Ne &complete address of engineering firm:
A s°h ejvi l a .e_.,:..,N . C 2 8 8 0'1
Telephone number: ( 828 ) ' . 2 5 2 - 0.:5 7.5
3. Projecfname: --o-wn of Canton'; Newfou_nd..:Road Interchan9e;r"'Water and Sewer Imp.
4. Name of closest downslope surface waters: North Hominy C r e e k
5. County(ies) where sewers and surface waters are located: H ay iN o o d
C'ANTON`f-Rcv-i's'ed -*1990
6. Map name and date.
_ ...: .... .®a®Og900ASAPdbyyge
7. NC Professional Engineers Seal, Signature, and Date: .,a` -ell-
�
14
af
-1 J950 c � 4
Jr7� -ar. - c... _ _ .. _ m' °of�yr1{,>'
r�.
00
TO:.- REGIONAL - WATER QUALITY SUPERVISOR
.; . Please provide me with the classification of the watershed where these sewers will be constructed, as identified on the attached
map segment:
Name of surface waters:
Clas"sification (as established by the EnvironmentallMManagement Commission):
Proposed classification, if applicable:
Signature of regional office personnel: l &' Date: a `
FORM: GSPSA 02/95 Page 5 of 8

THIS APPLICATION PACKAGE WILL NOT BE ACCEPTED BY THE DIVISION. OF ENVIRONMENTAL
MANAGEMENT UNLESS ALL OF THE APPLICABLE ITEMS ARE
INCLUDED WITH THE SUBMITTAL
Required -Items
a. ' One original and one copy of the completed and appropriately executed application form. If modifications to the form are
;required as a result of additional information requests by the Division;'the additional information must be transmitted under
the signature of the applicant and the actual modification must be initialed by the NC Professional Engineer.
b. Two (2) sets of detailed plans and specifications signed and sealed by a North Carolina Professional Engineer. The plans must
1: include a general location map, a plan view of the sewer extension, a profile of the sewer extension, and must show the
proximity of the sewer extension to other utilities and natural features. Specifications may be omitted for delegated
authorities. Each sheet of the plans and the first page of the specifications must be signed and sealed. Two (2) copies of the
existing permit if a modification. The plans and specifications must not contain phrases (such as: FOR REVIEW ONLY,
NOT FOR CONSTRUCTION, etc.) that indicate that they are anything other than final plans and specifications. However,
the plans,and specifications may contain: FINAL DESIGN - NOT RELEASED FOR CONSTRUCTION.
c. Two copies of. all calculations, including pump selection, friction calculations, cycle time, pump curves (including system
curves applicable with one pump running, two pumps running, three pumps running, etc.), and evaluation of downstream
pump stations. These items must be submitted under the signature and seal of the NC Professional Engineer.
d. The appropriate permit processing fee, in accordance with 15A NCAq,. 2H .0205(c)(5). The fee for sewer extensions for
== nondelegated'municipalities is $400. The fee for sewer extensions for delegated municipalities (applies only to those
governmental jurisdictions that have specific delegation review authority, as granted by the Environmental Management
Commission) is $200. Name changes without other modifications are $100.
e. - If the owner/authority of the wastewater treatment facility (WWTF) that will be accepting the wastewater flow from this
___ - - project is different from the applicant of the project, then a letter'must, be provided from the owner/authority of the WWTF
specifyinbr the volume of flow that will be accepted. The letter should be a recent letter and should refer to the project by the
satne name as that identified on the'application and the plans/specifications. -
f. : if the-- cationis being submitted in the name of a privately owned public utility, evidence must be submitted from the.
Utilities Commission which demonstrates that the utility is authorized to hold the franchise for the area to be served. In the
case of contiguous service areas, evidence must be provided from the Utilities Commission acknowledging these areas are
covered under an existing franchise.
g. A properly executed Operational Agreement (original and two copies - form provided by DEM) must be submitted if the sewer
extension will be serving single family residences, condominiums, mobile homes, or town houses and if the subject sewer
- .. extension is owned by the individual residents, a -homeowners association, or a developer.
h. The downslope surface waters classification must be determined by the appropriate DEM regional office, using page 5 of 8 of
this form, prior to the submittal of the application package to the Water Quality Permits an
Engineering Unit. Once the regional office has completed the classification, page 5 of 8 should be reincorporated into the
'application package and the entire application package may then be. submitted to Water Quality Permits and Engineering Unit.
A cover letter, which briefly describes the project, should be included with each application package. If necessary for clarity,
-- feel free to include attachments to the application form. Such attachments will be considered as part of the application and
should be numbered to correspond to the section to which they refer.
j. All materials and fees submitted in support of this request for a permit become the property'of the Division of Environmental
- Management; therefore, if the permit is not issued for any reason, the Division will return submitted materials. only at its
FORM: GSPSA 02/95 Page 6 of 8

N. C. DEPARTMENT OF ENVIRONMENT AND
NATURAL RESOURCES
DIVISION OF WATER QUALITY
WATER QUALITY SECTION
ASHEVILLE REGIONAL OFFICE
59 WOODFIN PLACE
ASHEVILLE, NORTH CAROLINA 28801
PHONE: [phone] FAX: [phone]
TO:
FAX #: . ."As D, -
FROM:
DATE: l\'C \ C) � n
# OF PAGES INCLUDING THIS COVER:
MESSAGE: If questions, please call 828/251-6208.

01 10:45 FROM: 828*646*3419 TO:92516452
'1% O Zalmn of Canton, N.C.
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)4AEL a.RAY.A1d.fflan
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I WOODRUFF Alderman
Q_ ED W ARUB. Aldarmarl
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FAX#: kkk S.
DATE; •Cl
NUMBER 'OF PAGES:
(IriGI udi ng Cover 5 eel
NOTE.
t !�
6 2001

JUN-29 01 10:45 FROM: e28*646*3419 TO:92516452
` Sewage Spill Res once Evaluation:
(page 1 of 2)
Per ittee 0 L,o pRgirl +o. ►'l__ Permit Number- _ _ County god
lnci ent Ended: (Date/Time000AEstmated Duration (Time) fy
Firsf knowledge of incident (DatefTirre)
Estimated volume of spill/bypass gallons. Show rational for volume.
it spill is ongoing, please notify Regional Office on 8 daily basis until split can be stopped.
Reported to: Ci� /9 c`S (Date/time) �o/ . 6 i ,.bo
Namh of person
Weather conditions' _ S
it
Source of spill/bypass (check one): _ _Sanitary Sewer Pump Station WWTP
Level of treatment (check one): w None Primary Treatment
Secondary Treatment Chlorination Only
Did spiWY
bypass reach surface waters. es _No ( If Yes, Please list the
Volume reaching surface
//waters? I' c gallons
Name of surface water 1'% ' el 94 0--f
Did spill/bypass result in a fish kill? Yes No
If Yes, what is the estimated number of fish killed?
Please provide the following information:
PAGE:02
i _ Location of spill/bypass: o P&zx1Aqr ! y
•r
2. Cause of spi[Vbypass:
3. Did you have personnel available to perform -initial assessment 24 houraiday (including weekends and
holidays)
Yes No ,
4. How long did it take to m an initial assessment of the spill1overflow after first knowledge?
Hours Minutes
How f ang did it take to get a repair crew onsite?
Hours S� �. Minutes
Please explain the time taken to make initial assessment: CA [C/fir
Revision N1 6/1 1/99
z

JUN-29 01 10:45 FROM: 828*646*3419 TO:92516452 PAGE:03
Sewage Spill Response Evutuation: ! ,
(Page 2 of 2)
Permittee liuo ,n Permit Number _...... County - , ydd
5. Action taken t contain spill, clean up waste, andlor remediate the site: c2 j,7 t'
6- Were the uipment and parts needed to make repairs readily available?
Yes v'r No _ if no, please explain why: -- _ -
7. If the spiIUoverflow occurred at a* pump station, or was the result o,a pump station failure,
was the alarm system functional at the tim0 of the spill? Yes No If the alarm
system did not function, please explain why:
8. Repairs made are: Permanent r, Temporary
Please describe what repairs were made. If the repairs are temporary, please indicate a date by
which permanent repairs will be completed, and notify the Regional Office within 7 days of the
permanent repair:
9, What -actions have been ma¢e to prevent this discharge from,occurring again in the future:?
i o. Comments'
Other agencies notifed'
yp � AMA Ls/phone Number 1;1✓�� 3110 . i
Person reporting spill/bypass: ass: it �� r � a n 1R, N
"%D
Signature•"? d&:JT. % rJirl'i f��'�'i.� �'[.,y. y, bite- :.( r7 1
For DWQ Use Only:
DWQ requested additional written report? Yes No
If yes, what additional information is needed?
Requested by
Revision 91 6/11/99

JUN-06 �-aj. 10:01 FROM: 828*646*3419 TO: 92516452 PACE: 01
Se'+vae S ill Res o�nse Evaluation:
(page 1 of 2)
Perrnittee ,� 1¢
ermit Number County
Incident Ended; (Dateme)�� Estimated Duration (lime
First knowledge of incident: (Date/Tirrie) 4&-
Estimated volume of spill/bypass�
� J� � gagons_,/Show rational for volume. O,r�r � ,�a
r}dhAw
If spill is ongoing, pleass no#fy R69101701 Office On a daily basis antil spill can be supped.
Reported to:
Name of person
Weather conditions:
Source of spill/bypass (check one). ry Sewer —Pump _,Pump Station V INV.TP
Lpvel of treatment (check one): rre primary Treatment
Secondary Treatment Chlorination Only
Did spilt/bypass reach surface waters? ^—No (If Yes, please fist the following)
Volume reaching surface waters? .4-& gallons
Name of surface water .1aeof-
Did spill1bypass result in a fish kill? Yes e. o
If Yes, what is the estimated number of fish killed?
Please provide the following Information:
I- Locatio of s ill/bypass:� ✓r, o r,,,�,,
2. Cause of spilllbypass: ,'"i./ ,� • %
3. Did you have personnel available to perform 1nitiai assessment 24 hoursldny
holidays)?
Yes A,-- J-c
4. How long did it take to make an initial assessment of the spill/overflow after first kn oled I e? CIN
8
_—Hours r. Minutes W ,
A REI L
�' I �ECT7ri'
How long did it take to get a repair crew onsite7
Hours Minutes l �y
Ple se explain the time taken to make initial assessment: d �`y fr 001,
Revision ;-1 5/1 1/99
I,

JUN-064J1 10:02 FROM: e2e*646*3419 TO:92516452 PAGE:02
Sews e S HI Res viase Eval�lation:
_ (page 2 of 2)
Aernlittee �
ermit Number County
5, Action taken to contain spill, clean up waste, and/or remediate°the site.
6. Were the equipment and parts needed to make repairs readily available?
Yes �-No If no, please explain why:
7- If the he aleverflowm system
occurred at a pump station, or was the result of a pu p station failure,
was the alarm system functional at the time of the spill? Yes u
System did not function, please explain Why_ '•y if the aierrrt
8. Repairs ace are: Permanent _
Please describe what repairs were made
which permanent repairs will be mrnnl.al
1fl
Temporary
If the repairs are temporary, Please indicate a date by
L�J�1i"t wnwiiC. �L— I� _ • _ — __
9. What-actfons have been made; to prevent this discharge from occurring again in the future?
10. Comments:
Other agencies notifed:
Person reporting spilUbypass: ,' �¢ p Phone Number: - .
Signature 92��
Date: �
For DWQ Use only:
DWQ requested additional written report? Yes No
If yes, what additional information is needed?
Requested by
Revision iii 6/11/99

GM
A R �} �C
J C I A T E S
June 29, 1999
Ms. Shannon Thornburg, Environmental En
Non -Discharge Permitting Unit
Division of Environmental Management
North Carolina Department of Environment
and Natural Resources
512 North Salisbury Street
Raleigh, North Carolina 27604
Re: Newfound Road Interchange
Water and Sewer Improvements
Town of Canton, Haywood County
Application No. WQ0016501
Review Comments Response
Dear Ms. Thornburg:
In response to the comments in your attached review letter on the above referenced
project dated June 16, 1999, we offer the following, in the order of the comments in the
letter:
General:
1. Nationwide permit has been applied for and approved. No anti -seep collars are
required.
2. Erosion control plan has been filed and approved.
3. Two more sets of pump calculations have been provided with a cover sheet
sealed by the project engineer.
4. The only portion of the project subject to 100-year flood levels is as shown on
Sheet 2 of the drawings. The subject pump station is approximately 3600'
horizontal distance and 77' vertical feet above the only 100-year flood zone on
the project. For that reason, under Section V, Item 10 on page 4 of the
application, the response was correctly noted as "no", since the pump station is
not subject to flooding. Also, the response to Item 12 was correctly noted as
"N/A". Both these responses are part of the application that has been signed
and sealed by a North Carolina registered engineer.
Wastewater Flows
1. The Town of Canton has an agreement with Champion International
Corporation to provide wastewater treatment up to 900,000 GPD. (See
enclosed letter from Champion International). Current flows average 800,000
GPD. The proposed volume of 28,880 GPD does not exceed the current
E n g i n e e r i n g P l a n n i n g • F i n a n c e
McGill Associates, P.A. • P.O. Box 2259, Asheville. NC 28802 55 Broad Street, Asheville, NC 28801
828-252-0575 • FAX [phone]

remaining allowable volume. The Champion International WWTP Facility
Permit Number is on the application.
2. The Town of Canton cannot at this time find in their files the permit number
for the sewer line immediately downstream of the proposed project. The sewer
line was constructed less than 10 years ago with PVC, Ductile Iron pipe and
precast manholes. It was designed to provide future service to the project area
and should be more than adequate for the additional ,flow.
An in-depth analysis of the existing pump station downstream would
require considerable time and expense for the Town of Canton. This pump
station was upgraded by the Town within the last 10 years and was also
designed for projected future flows from the project area. Please see the
attached letter from the Town of Canton showing that the existing pump
station is easily handling the existing flow and has sufficient capacity to accept
the additional flow from this project.
Pumping Station Design
1. The contingency plan for a power failure at the pump station is as follows:
- The autodialer notifies the five numbers programmed that the high water
alarm in the pump station has tripped. The station will have both a visual
and audible alarm at the site. (Phone numbers to include emergency
numbers available 24 hours day and Town water and sewer maintenance
departments.)
- The emergency generator available is at the Town of Canton fire
department. The revised electrical plan shows an emergency receptacle for
plug in of the generator. This will be the only pump station using this
generator.
- Anticipated response time is less than one hour. Please note that the
wetwell has approximately 64 minutes of storage at average flow between
the alarm elevation and the top of the wetwell.
2. See revised electrical drawings.
3. See revised specification.
4. See revised specification.
5. See revised specification. The autodialer has a battery for operation during a
power failure.
6. We do not believe this is the necessary due to the low flows to this pump
station, sufficient storage in the wet well and regular monitoring of the pump
station by Town personnel.
7. Manufacturer's information for a typical submersible grinder pump is attached
to the design calculations for your reference. Final pump cannot be selected
since pump stations are normally put out for competitive bid. Contractor is
responsible for modifications to the pump station as required for final pump
selected. Flotation calculations attached to revised pump station calculations
enclosed.

Force Main and Gravity Sewer Designs
1. 25-year flood information is not available for the creek in this area. According
to the "Gravity Sewer Minimum Design Criteria" issued on February 121h
1996 by the Division of Environmental Management, Section V, F., Item 3, in
the event that 25-year flood information cannot be determined or the gravity
sewer must be placed below the 25-year flood elevation, the applicant must
provide a letter with certification that stating: "Regular and proper inspection
and maintenance of the aerial crossing shall be provided to insure that the
creek/stream flow is not impeded and that no damage will be caused to
upstream or adjacent properties." This letter will be provided with the final
certification upon completion of the project.
2. The manhole at Station 12+09.09 is just outside the 100-year flood boundary.
It is elevated to allow it to be visible when hay is being cut from the field. No
other 100-year flood areas are on the project.
3. The drawings have been revised to meet the following cover requirements:
Station 10+00 to 11+15 — cover at 2.95' instead of 3.0'; transition collar
location changed and ductile iron pipe length extended. Station 39+70 — cover
at 2.9' instead of 3.0; fill added for 3' minimum cover.
4. Beaverdam Road Sewer, Station 53+69 - Sewer crosses under storm drain but
with sufficient separation. Frontage Road Sewer, Station 48+80 — 36 LF of
DIP added at crossing. See revised Sheets 5 and 8.
5. Building in question is pole shed with no foundation.
Please find enclosed two (2) sets of revised plan Sheets 2,4,5,8 and 13 and revised
specification Section 11307. Please review the enclosed information and contact
our office if there are any questions or if additional information is required.
Sincerely,
McGILL ASSOCIATES, P.
/1 .
VANN WATERS
Enclosures
Mr. William Stamey
Mr. Roger Lyda w/ enclosures
98505/st29ju9.doc

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A S S O C I A T E S
Engineering • Planning • Finance
McGill Associates, P.A. • P.O. Box 2259, Asheville, NC 28802
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A S S O C I A T E S
Engineering • Planning • Finance
McGill Associates, P.A. • P.O. Box 2259, Asheville, NC 28802
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A S S O C I A T E S
Engineering Planning • Finance
McGill Associates, P.A. • P.O. Box 2259, Asheville, NC 28802
55 Broad Street, Asheville, NC 28801 • 704-252-0575 • Fax [phone]
JOB a riTDYI) hu F_ 1,J F0oAIL'�' >c0
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A S S O C I A T E S
Engineering Planning • Finance
McGill Associates, P.A. • P.O. Box 2259, Asheville, NC 28802
55 Broad Street, Asheville, NC 28801 • 704-252-0575 • Fax [phone]
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McGill
A S S O C I A T E S
Engineering • Planning • Finance
McGill Associates, P.A. • P.O. Box 2259, Asheville, NC 28802
55 Broad Street, Asheville, NC 28801 • 828-252-0575 • Fax [phone]
JOB r— XJ M1 — A%'� 0 %S
SHEET NO. / OF
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CALCULATED BY DATE
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WWW (330=50 and WGX30=50
.0,
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(WGX30-50 only)
MYERS WG30-50 ARE RUGGED 3-5 HORSEPOWER SUB-
MERSIBLE CENTRIFUGAL GRINDER PUMPS DESIGNED
FOR RESIDENTIAL, LIGHT COMMERCIAL, INDUSTRIAL OR.
MUNICIPAL APPLICATIONS. They are especially designed
for grinder pump applications requiring higher flows at
low to moderate heads. The WG30-50 feature a heavy-
duty cutter mechanism and recessed impeller design to
efficiently grind typical sewage solids into a fine slurry.
WG30-50 grinder pumps are available in standard and
U.L. Listed explosion -proof (WGX30-50) construction for
use in Class 1, Group D hazardous locations.
WG30-50 grinder pumps can be installed in a variety of
packaged systems. Factory -assembled simplex or duplex
packages with guide rail systems are available.
Individual rail components are also available for installa-
tion in on -site concrete systems. F.E. Myers offers a complete
line of submersible sump, sewage, effluent, grinder, non -
clog wastewater pumps, controls, basins and accessories.
For additional information, please contact your local
Myers representative or the Myers Ashland, Ohio sales
office at 419/289-1144.
ADVANTAGES BY DESIGN
IDEAL FOR USE IN LIFT STATIONS.
■ Recessed impeller provides non -overloading high flow
Joperating curve.
Standard (WG30-50) and
Explosion -proof (WGX30-50)
3-5 HP Submersible Grinder Pumps
DURABLE MOTOR WILL DELIVER MANY YEARS OF
RELIABLE SERVICE.
■ Oil -filled motor for maximum heat dissipation
and constant bearing lubrication.
■ Recessed impeller reduces radial bearing
loads; increases bearing life.
■ High -torque capacitor start single phase or
three phase motors for assured starting under
heavy load.
■ Seal leak probes and on -winding heat sensors
warn of seal leak condition, and stop motor if
motor over heats. Helps prevent costly motor
damage.
THE WG30-50 IS DESIGNED FOR EASY
MAINTENANCE.
■ Shredding ring and grinder impeller are
replaceable without dismantling pump or motor.
PRODUCT CAPABILITIES
Capacities To
185 GPM
693 LPM
Heads To
92 ft.
28.1 m
Liquids Handling
domestic raw sewage
Intermittent Liquid Temp.
up to 140°F I
up to 60°C
Winding Insulation Temp.
266-F
130-C
Class B
Motor Electrical Data
3450 RPM, 60 Hz
(Single phase motors are capacitor
3-5 HP, 230V, 1 Ph
start type. Myers control panels or
3-5 HP, 208, 230, 460V,
capacitor lilts are required for
3 Ph
proper operation and warranty.)
Std. Third Party Approvals
CSA
Optional Approvals
UL Class 1, Group D
(WGX30-50 only) file E68118
Acceptable pH Range
6-9
Specific Gravity
.9-1.1
Viscosity
28-35 SSU
Discharge (Flange Dim.)
2-1/2 in.
63.5 mm
Min. Sump Dia. (Simplex)
36 in.
91.4 cm
(Duplex)
1 48 in.
121.9 cm
NOTE: Consult factory for applications outside of these recommendations.
Construction Materials
Motor Housing, Seal Housing
Cord Cap and Volute Case
cast iron. Class 30
ASTM A48-76
Impeller
recessed, bronze
Power Cord
25 ft. SOW/SOW-A
Control Cord
25 ft. SOW/SOWA
Mechanical Seals
Standard
Optional
double tandem,
carbon and ceramic
lower tungsten carbide
Pump, Motor Shaft
416 SST
Fasteners
300 Series SST
Shredding Ring and
Grinder Impeller
440 SST, 58-60 Rockwell
WHERE INNOVATION MEETS TRADrHON
M"M

STATOR
3450 RPM, 1 and 3 phase.
Press fit for perfect align-
ment and best heat transfer
Oil -filled motor conducts
heat and lubricates
bearings.
WG30-50 and WGX3Om5O
CABLE ENTRY SYSTEM
Provides double seal
protection. Cable jacket
sealed by compression
grommet. Individual wires
sealed by epoxy potting.
HEAT SENSOR
Protects motor from burnout
due to excessive heat from
any overload condition. .
Automatically resets when
motor has cooled.
BALL BEARINGS
Upper and lower ball
bearings support shaft
and rotor and take axial
and radial loads.
HEAVY 416 SST SHAFT
Corrosion resistant.
Reduces shaft deflection
due to grinding loads.
SHAFT SEALS
Double tandem mechanical
shaft seals protect motor.
Oil -filled seal chamber pro-
vides continuous lubrication.
SEAL LEAK PROBES
Detect water in seal housing.
Activates warning light in
control panel. (Test resistor
on UL Listed models.)
VOLUTE CASE
Cast iron;
horizontal
discharge.
(Drilled for
21/2" pipe
flange.
IMPELLER
Bronze recessed impeller
GRINDER ASSEMBLY
SLEEVE BEARING handles ground slurry with -
Grinder impeller
Takes radial
out clogging or binding.
and shredding ring
load; provides
Provides unobstructed flow
are replaceable
flame path. (UL
passage. Reduces radial
without dismantling
listed pumps
loads. Pumpout vanes help
pump. Constructed
only.)
keep trash from seal;
of 440 SST hardened
reduces pressure at seal
to 56-60 Rockwell,
faces.
K3425 9/95
Printed in U.S.A.
ru.r[u wrtx
® SOYINK
Standard (WG30-50) and _.
Explosion -proof (WGX30-50)-
3-5 HP Submersible Grinder Pumps
DIMENSIONS
""-2 2 DIA.
"— 6 FLANGE DRILLED FOR
2 1/2 STD. PIPE FLANGE
PERFORMANCE CURVE
Capacity Liters Per Minute
�rn onn nnn em son 600 700 800
100
90
80
70
m
ii 60
9
m 50
x
F 40
30
20
1c
•'
imt®r.-q
�nAMR
im
-
SM
IMMEM®
190130111mro
13
®NOW
HIM®N
ME
Z
9101
®®EN
gso®slyhnp��s�•
E®RE
30
25
zo m-1
x
m
15 2r
10
5 .
_ a
20 40 60 80 100 120 140 160 180 200 220
Gallons Per Minute
MMS F. E. Myers, 1101 Myers Parkway, Ashland, Ohio 44805-1969
419/289-1144, FAX: [phone], TLX: 98-7443
Myers (Canada), 269 Trillium Drive, Kitchener, Ontario N2G 4W5
519/748-5470, FAX: [phone]

mime
[MY,
2 1/2 DIA.
FLANGE DRILLED
FOR 2 1/2" STD.
PIPE FLANGE
11-1
2

WG30-50 GRINDER PUMP
SPECIFICATIONS
PUMP MODEL - Pump shall be of the centrifugal type Myers model or equal with an integrally built in
grinder unit and submersible type motor. The grinder unit shall be capable of macerating all material in normal
domestic and commercial sewage including reasonable amounts.of foreign objects such as small wood, sticks,
plastic, thin rubber, sanitary napkins, disposable diapers and the like to a fine slurry that will pass freely through
the pump and 2" discharge pipe. Discharge shall be standard 2'/2" flange.
OPERATING CONDITIONS - Pump shall have -a capacity of GPM at a total head of feet and
shall use a HP motor operating at 3450 RPM.
MOTOR - Pump motor shall be of the totally enclosed, submersible, squirrel cage induction type rated
horsepower at 3450 RPM, 60 Hz.
Motor shall be for single phase 230 volts or three phase 208 volts 230 volts , 460 volts___I._ or
575 volts Single phase motors shall be of capacitor start, capacitor run, NEMA L type. Three phase motors
shall be NEMA B type.
Stator winding shall be of the open type with Class B insulation good for 130° C (266° F) maximum operating
temperature. Winding housing shall be filled with a clean high dielectric oil that lubricates bearings and seals and
transfers heat from windings and rotor to outer shell. Air -filled motors which do not have the superior heat dissipat-
ing capabilities of oil -filled motors shall not be considered equal.
Motor shall have two heavy duty ball bearings to support pump shaft and take radial and thrust loads and a sleeve
guide bushing directly above the lower seal to take radial load and act as flame path for seal chamber. Ball
-10 life. Stator shall be heat shrunk into motor housing.
bearings shall be designed for 50,000 hours B
A heat sensor thermostat shall be attached to top end of motor winding and shall be connected.in series with the
magnetic contactor coil in control -box to stop motor if motor winding temperature reaches 2219 F. Thermostat to
reset automatically when motor cools. Two heat sensors shall be used on 3 phase motors.
The common motor pump and grinder shaft shall be of #416 stainless steel threaded to take pump impeller and
grinder impeller.
SEALS - Motor shall be protected by two mechanical seals mounted in tandem with a seal chamber between the
seals. Seal chamber shall be oil filled to lubricate seal face and to transmit heat from shaft to outer shell.
Seal face shall be carbon and ceramic and lapped to a flatness of one light band. Lower seal faces shall be
carbide (optional).
A double electrode shall be mounted in the seal chamber to detect any water entering the chamber through the
lower seal. Water in the chamber shall cause a red light to turn on at the control box. This signal shall not stop
motor but shall act as a warning only, indicating service is required.
PUMP IMPELLER - The pump impeller shall be of the recessed Myers type to provide an open unobstructed
passage through the volute for the ground solids. Impeller shall be of 85-5-5-5 bronze and shall be threaded onto
stainless steel shaft. Enclosed or semi -open pump impellers which might become obstructed during grinding or
add excessive radial loads shall not be considered as equal.

st of a single . rotating grinder impeller and a single
S Grinder assembly shall consist haft and
GRINDER 0 PN�T R lute inlet. Grinder impeller shall thread onto s
stationary shredding nng [Iluut ited.directly below PUMP VO la . ce by a steel retaining clamp. Both
d wash ier.*, Shredding Ong shall be held in p
shall be locked with a screw an 61ler shall be removable . without, dismantling 06mp.' No adjustment of grinder
ring And grinder imp, ring initial or
shredding operation. Multiple grinder impeller assemblies requiring
assembly shall be necessary for p-roper. g. red equal. Grinder impeller and shredding ring
shall be made of 440C stainless
for Proper operation shall not be conside
periodic axial ada60 Rockwell a ss steel hardened . . to 58-inle
and to be
gs shall be pre-treated with phosphate and chromic rinse..
All iron 11 fasteners
CORROSION PROTECTION exposed to the sewage water to be Me -painted. A
painted before machining and all machined surfaces.
to be 302 stainless steel.
d rep�acOrhent-
r m cap shall be a separate casting for easy mounting an
BEARING END -CAP - Uppe motor bearing cond . uc . tor shall.
power and control
d control
cord cord shall be double sealed. 0al
),OWER cAmp - Power co an and then clarn . ped in place with tubber seal bushing to 9
b I 'single strand sealed with epoxy potting compound
e Cords shall withstand a pull of 300 pounds to meet UL
outer jacket against leakage and to provide for strain pull.
requirements. 'a
ave
ds shall h
SOW/SOW-A. Both control and power cor,
and control cords shall be type
Insulation of power
conductor attaches to motor frame.
green carder ground co r that a
MVAM F. E. Myers, 1101 Myers Parkway, Ashland, Ohio 44805-1969 419.289-1144, FAX: 410/289-�B
K3210 2/94

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Available Models
Motor Electrical Data
Standard
Explosion
Proof
HP
Volts
Phase
Start
Amps
Run
Amps
Run
KW
Start
KVA
Run
KVA
NEC
Code
Letter
Service
Factor
WG30-21-25
WGX30-21-25
3
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WG30-03-25
WGX30-03-25
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WG30-23-25
WGX30-23-25
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WG30-43-25
WGX30-43-25
3
460
3
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WG50-21-25
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WGX50-03-25
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F. E. Myers, 1101 Myers Parkway, Ashland, Ohio 44805-196.9
419/289-1144 • FAX: [phone] • Ti 98-7443
K3582 2196
Printed in U.S.A.

C,nron. North Carolina 28716
704 646.28•:0
J. F. KilpatrICK l
vice Presicent—Operations Manager
Canton Mill
Champion '
Champion International C7rooralicn
February 26, 1990
Mr. William G. Stamey
Manager
Town of Canton
Canton, North Carolina 28716
Dear Mr. Stamey:
Pursuant to your inquiry regarding an Economic
Development Assistance Grant, Champion International
Corporation agrees to allow the Town of Canton to
increase its wastewater volume by 300,000 gallons per
day. This allowance brings the total allowable
volume to 900,000 gallons per day (dry weather), and
is subject to the terms and conditions of the present
agreement, dated February 28, 1964, as the same may
be modified or superseded by future agreement between
Champion and the Town of Canton.
This additional volume, and that already collected in
the Town of Canton municipal, sewer system, will be
treated in the wastewater treatment system owned and
operated by Champion International. Corporation in
Canton.
If you require further information, please contact me
directly.
Sincerely,
J. Roes Kilpatrick _
Vice President - Operations Manager

FROM:TOWN OF CANTON 628-646-3419 TO:704 252 2518
JUL-1 99 15:36
C e C` t1fx�rt �f C��zxt# r�, � CIT.
0jjIce of Mayor and Board of Aldermen
C. W. HAIIDIN, Usym
C. O. CRAWFORD. AIGwm4m
SILL D. EDWARDD, Aldvm an
ROeERT M.►MILLI►S. Aldermen
TED WDpbRUFL. Ald4rm0n
July 13, 1.999
Van Waters
McGill Associates, PA
Asheville, North Carolina 28802
Dear Mr. Waters, ,
JUL i
7'he lift station which pumps flow from the $eaverdam Creek sewer and the
Champion Drive line presently operates at About 15 percent of full capacity during
wet weather conditions.
Sincerely,
47rLyda
Public Works Director

JAN-29 01 09:38 FROM: 828*646*3419 TO:92516452
Ebe Tobin of Canton, P.C.
�.
Office of Vayor and Berard of Alderynen
i
XRlCK U, SMAYHERS. Maye•
CHAEL9,V1Ay,AjftM n
G,CRAWFORB,Aldsr mn
:0 WOOORUFF,AId*rm■n
LL 0. EOWAROS, Alderman
FAY#:5��
FROM:
�,,�iaG�✓c�
FAX4:
DATE:
NUMBER OF PAGES:
(Including Cover
NOTE:
PAGE:01
1 !14 `try{�f�j-�•c_. _
JAN 2 s Z001

FEB-27 01 15:34 FROM: 828*646*3419 TO:92516452 PA%E:01
MFCK U. 9MATHERS, Mayor
:MARL Ill. RAY AldeMvn
3. CRAWFOAD. Alderman
D WOODRUFF, Aldermen
.L D. EDWARDS, Aldermen
TO:-
FAX#:-�
FROM:
FAX#:
DATE
NUMBER OF PAGES:
(Including Cover S eet
.059W.Wrx, m
i
FEB 2 7 200E
FEB 2 7 200E

FEB-27 01 15:34 FROM: 828*G46*3419 TO:92516452 PAGE:02
TOWN OF CANTON
WATER AND SEWER DEPARTMENT
February 27, 200.1
Mr. Keith Haynes
NCDENR
59 Woodfin Place
Asheville, NC 28801
RE: Sewage Spill Response Evaluation
Dear Keith:
This is to notify you of the repairs made at the intersection of North Main
and Short St. to prevent any future discharge. A 20 foot section of vitrified
clay pipe was removed and replaced with SDR21 PVC pipe. The line that
was removed had a swag and several loose joints. Repairs were also made
to a storm drain that crossed the sewer line. Joints in the storm drain were
missing grout. These were repaired with black mastic which is the same
type as used in manhole installation.
We anticipate this to be a permanent fix for the problem at this location. If
there are any questions please call (828-648-2363).
Thank you,
'4*
Richard Bodge

MAR 01F9:1© FROM: 323*646*3419 TO:92516452 PACE:01
Sewage S ill Response Evaluation:
(page 1 of 2)
r'
Permittee%��fJ r� Permit Number -County r' .�
Incident Ended: (Date/i'ime),3-,,?/-&Z11_ Gil Estimated Duration (Time)
First knowledge of incident (DatelTime)/
Estimated volume of spill/bypassgallons. Show rational for volume.1'��'��'�"��'
If spill is ongoing, please notify Regional Office on a daily basis until spill can be stopped.
Reported to: ,`/ (Date/time)
Name of person
Weather conditions:
Source of spill/bypass (check one): sanitary Sewer dump Station WWTP
Level of treatment (check one): one � _ .__Primary Treatment
Secondary Treatment _ Chlorination only
Did spilllbypass reach surface waters? 4-----Yes _ No (If Yes, please list the following)
y ,.�.�n<
Volume reaching surface waters' gallons
> ~i
Name of surface waterg?i �'• ,:y �,��•�,,� ' ,. °��. /?�`�
uft in a fish kill? Yes No
Did spiii�bypass res �
If Yes, what is the estimated number of fish killed?
Please Provide the following Infomraban:
1_ t-ooation of spill/bypass:
2. Cause of spiA/bypass:
3. Did you have personnel avaiiabie to perform'inhial assessment 24 hoursfday (including weekends and
holidays)?
Yes ^b
4. How long did it take try muse an initial assessment of the spill/overflow after first knowledge?
Hours Minutes
Now long did it take to get a repair crew onsite?
D Hours O Minutes
Please explain the time taken to make.lni#ial assessment:--&
•�J _ .. , .a ..... _ ,_ ,a .-> .il �� ter.✓.. �, �� �, .i:-� Ate,
Revision fl 6/11/99

MAR-4 01 09:10 FROM:
828*646*3419 TO:92516452
Sewage S ill Response Evaluation:
(page ? of 2)�
PAGE:02
Permittee %Ciyt,-,c/p�G �'y' Permit Number.
5_ Action taken to contain spill, clean up waste, andlor remediate the site:
6. Were the equipment and parts needed to make repairs readililable?
Yes No If no, please explain why: Za '-
County
7. if the spill/overflow occurred at a pump station, or was the result of a pump station failure,
was the alarm system functional at the time of the spill? Yes No If the alarm
system did not function, please explain why:
a. Repairs made are: Permanent
Please describe what repairs were made
which permanent repair�ywill be complete
permanent repair:,_—�%7S .__127t
Temporary
If the repairs are temporary, please indicate a date by
d, and ngtlfy the Sgional office within 7 days of the
S. What actions have been made to prevent this discharge from occur6ng again in the future?
10
Other agencies notifed:
Person reporting spili/bypass: z ,_ , Phone Number:
Date:
_-0/
For DWQ Use only:
owa requested additional written report? _—Yes No
if yes, what additional information is needed?
Requested by
Rcvision !1l 611 ll99

N
RPR-05 01 09:23 FROM:
828*646*3419 TO:92516452 PRGE:01
TOWN OF CANTON
P.O. BOX 987
CANTON, �N7 C 28716 Ij
APR
.-- 5 2M; t
FACSIMILE TRANSMITTAL
To.- � Faux:
From: Fax �
Date: - Fax:
Pages including cover sheet:
d Urgent O For Review 0 Please Comment O Repdy

APR-05 01 09:23 FROM: e28*646*3419 TO:92516452 PRGE:02
Sewne SRill ides once Evaluation:
(page 4 of 2)
Permittee, _= d �/ a �Permit Number T County
Incident Ended: (oate/Time��/�! y� i stimated Duration (Time) .
First knowledge of incident: (Date/Time) 9 l Jam• �v��
Q gallc s ow rational forvolume. �4'�/�'»%r�� 4d
EsVrnated volume of spiii/bypass J t1 J s
ae
if spill is ongoing, please notify Regional office an a daily basis until spill can be stopped.
Reported to: a'v . + (Date/tirne)
Name f person
Weather conditions:
Source of spilllbypass (check one): __&�anitary Sewer Pump Station WNrfp
Level of treatment (check one): a Primary Treatment
Secondary Treatment _ Chlorination Only
Did spilubypass reach surface waters? es .___No (If Yes, please list the following)
Volume reaching surface waters? s� _ gallons
Name of surface water
Did spiil:bypass result in a fish kill? Yes
if Yes, what is the estimated number of fish killed?
Please provide the Wowing information:
of s
2. Cause of SpliUbypass:
rform'iniUal assessment 24 hoursfday (including weekends and
Did you have personnel available to Pe
holidays)?
Yes �No
4, !w�qd it take to m&e an initial assessment of the spilVoverflow after first knowledge?
Hours Minutes
How lWg did it take to get- pair crew onsite?
Hours ! Minutes
Please explain the time taken � make Initial a�ssesss
Revisioll 41 611 1/99
f"I

APR-05 01 09:24 FROM:
828*646*3419 TO:92516452
Sewage spill Response Evaluation:
(Page 2 of 2)
PRGE:03
permittee A a c> .�� Permit Number.
5. Action taken to contain spill, clean up waste, and/or r
the site:
5, Were the equipment and parts needed to make repairs readily available?
Yes _}� No If no, please explain why:
county-19Y ruadd
i ,
7. If the spill/overflow occurred at a pump station, or was the result of a pump station failure,
was the alarm system functional at the time of the spill? Yes No If the alarm
system did not function, please explain why:
8. Repairs made are: Permanent _ Temparafy _
Please describe what repairs were made. If the repairs are temporary, please indicate a date by
which permanent repairs will be a}mpieted, and notify the Regional Office within47dsof the
permanent repair' ? /c'�9�/�' %.JE ° — .,.� .vim'" d
9_ What actiops have begn mpde to prgvent this diriharge from occurring again in the future?
to. comments:
Other agencies notifed:
person reporting spilUtaypass:_ � �� u ate" _ Phone Number:
Sig nature �, Date: 7'
For DWQ Use Only:
DWQ requested additional written report? Yes No
If yes, what additional information Is needed?
Requested by
Revision N1 6111199
6

W-24 al 14:21 FROM: 828*646*3419 TO:92516452 PAGE:01
Sewage Spill Response Evaluation:
(page 1 of 2)
Permittee �' �'' Permit Number. hCounty o✓dj
Incident Ended_ (D2te/Time)f,,W/ Estimated Duration (time) /,,;r
First knowledge of incident. (Date/'T•inie) e-W/ 5--
Estimated volume of spill/bypass gallons. Show rational for volume.
If spill is ongoing, please notify Regional Office on a daily basis until spill can be stopped!
Reported. to: ,l'�� /�',prr,�•},- (Date/time)-,I r
Name of Arson '
Weather conditions:
Source of spill/bypass (check one): ry Sewer Pump Station WW'P
level of treatment (check one): tie - Primary Treatment
Secondary Treatment Chlorination Only
Did spilUbypass reach surface waters? files No (If Yes, please list the following)
Volume reaching surface waters? gallons
Name of surface water cr
Did spill/bypass result in a fish kill? Yes o
If Yes, what is the estimated number of fish killed?
Please provide the following information:
1. Location of spill/bypass:
2_ Cause of spill/bypass:
tlA`(2 5 Not
3. did you have personnel available to performinitial assessment 24 hoursiday (including weekends and
holidays)?
�
Yes
4. How long did it take to make an initial assessment of the spill/overflow after, first knowledge?
— Hours ,, � .. Minutes
How long did it take to get a repair crew onsite?
Hours !J.' Minutes
Please explain the
Y.v �ii+.emu
Revision R 1 6/11/99
taken to make initial
1-- ,i_ ,/

�Y-24 01 14:21 FROM: e28*646*3419 TO:92516452 PAGE:02
Sewa a Stil Res otlse F-valaation: I`
(Page 2 of 2)
If
Permittee _--� -Per m*it Number,/ County !�
5. Action taken to Contain spill, Clean up waste, and/or remediate the site:
6- Were the equipment and parts needed to make repairs readily available?
Yes O If no, please explain why:
7. If the spill/overflow occurred at a pump station, or was the result of a pump station failure,
was the alarm system functional at the time of the spill? Yes No If the alarm
system did not function, please explain why_
i
S. Repairs made are: Permanent Temporary.
Please describe what repairs were made. If the repairs are temporary, please indicate a date by
which .permanent repairs will be mpleted-, and notify the Regional Office within 7 days of the _
permanent repair i7
9_ What -actions have been made to prevent this discharge from occun•ing again in the future?
10. Comments: /_�-
Other agencies notifed:
Person reporting spill/bypass: Phone Number._,J2X-1 �3 j?
Signature ) Date: f.2z-&
For DWQ Use Only:
DWQ requested additional written report? Yes No
If yes, what additional information is needed?
Requested by
Revision #1 6/11/99

JUF 06 01 10:01 FROM:
828*646*3419 TO:92516452
PAGE:01
S�rvae S ill Res onse Evaluation:
(page 1 of 2)
Permittee -- G✓r�-� 22ZZ Permit Number /� County d
Incident Ended: (DateMme)-" �-19LILEstimated Durationf-
First knowiedge of incident: (Date/Tirrie) 4-Ia
Estimated volume of spfi l/bypass gallons- Show rational for volume. Owrj "ea Bike//gG.r
- Il spill is 01290in9. P1eass notify Re910n01 Office an a da/ly basis until spill can be supped.
Reported to: ,1'l,r ��,.�•�� ' /iDateltime)
Name" of person
Weather conditions:
Source of spill/bypass (check one): � �hitary Sewer Pump Station WwrP
Level of treatment (check one): Hone —Primary Treatment
Secondary Treatment Chlorination Only
Did spill/bypass reach surface waters? —No (If Yes, please list the following)
Volume reaching surface waters? �& „ gallons
Name of surface water�,4
Did spilllbypass result in a fish kill? Yes e
If Yes, what is the estimated number of fish killed?
Please provide the fallowing information:
1- Loc;atio of s ill/bypass_
116WE
2- Cause of splulbypass:
3- Did you have personnel available to perform'initiai assessment 24 hoursfday (including weekends and
holidays)? `.
Yes 4---No
4. How long did it take to make an initial assessment of the spill/overflow after first knowledge?
�0
Hours �� Minutes
How long did it take to get a repair crew onsite?
Hours Minutes 5
Ple se explain the time taken to make initial assessment:
Revision 4.1 6/1 1/99

JUP 06 01 10:02 FROM: 828*646*3419 TO:92516452 PAGE:02
• Sewa � S iIl Res Qbse evaluation:
(page 2 of 2)
Perrnittee y�
errnit Number
County. f
5. Action taken to contain spill, clean up waste, aniVor remediate^the site:
eAll
6. Were the equipment and parts needed to make repairs readily available?
Yes o� If no please explain why:
7- If the S0110verflow occurred at a pump station, or was the result of a u
was the alarm system functional at -the time of the spill? Yes a P J P station failure,
system did not function, please explain why ow if the alarm
$. Repairs made are. Permanent
Please describe what repairs Temporary
were made if the repairs are temporary.
which permanent repairs will be corn I fed, an notify he Regional Offrceease w'thin 71d'ays aft a by
cate
permanent repair.
9- What -actions have been made to prevent this discharge from occuftg again in the future?
10. Comments:
Other agencies notifed: ill/car_
Person reporting spill/bypass; rk4
! Phone LAILL
Number:
Signature date: p
For DWQ Use Only: "^� '�-
DWQ requested additional written report? Yes No
ff yes, what additional information is needed?
Requested by
Revision #1 6/11/99

0 01 12:47 FROM: 828*646*3419 TO:92516452
0, j6ce Of -W-Yor and Board oj'Aldo,
T'R:CK U. S+MAr4ffRS, Mmygr
:MAELS.PAY, Aj n
a. CRAWFORD, AIdatMrn
O WCOURUFF, Aformdn
.L O. QDWAPOS, AMgmun
TO: ADI,
FAX# :
FROM:
FAX # :
NUMBER OF PAGES:
(Including Cover Sheet)
NOTE:
PAGE:01

MjR-30 01 12:48 FROM: 828*646*3419 TO:92516452 PAGE:02
Sewage Spill Response Evaluation:
(page 1 of 2)
Permittee a t Permit Number County • WdCa
Incident Ended: (DatafUme) 1 _ Estimated Duration (Time)
First knowledge of incident: (Datefrime) - d• l ,�QZ
Estimated volume of sp ftypass %3,9_gallons. $hQw rational for volume. /9 j'VV / 0 9 yllf M-11
,1'PAv,!j
If spill is ongoing, please notify Regional ice on a daily basis until spill can be stopped.
Reported to: erg` -
Named person
Weather conditions:
Source of spill/bypass (check one): P nitary Sewer Pump Station yo fP
Level of treatment (check one): k. one ,Primary Treatment
Secondary Treatment Chlorination Only
Did spill/bypass reach surface waters? . ! .." Yes No (if Yes, please list the following)
Volume reaching surface waters? . D gallons
Name of surface water e
Did splill'bypass result in a fish kill? Yas IG+o
if Yes, what is the estimated number of fish killed?
Please provide the tonowing infonration_
2. Gau$e of spiHlbypass: _ Ii%4 , rV. ,'e z o'� �"
1
3, Did you have personnel available to perform -initial assessment 24 hourslday (including weekends and
holidays)?
Yes o
4. How long did it take to an initial assessment of the spill/overflow after first knowledge?
Hours � mo Minutes
How long did it take to geiX repair crew onsite?
Hours >.. Minutes
Revision 91 6111/99

MIR-30 01 12:48 FROM: e2e*646*3419 TO:92516452
' - Sewage Spill Response Evaluation:
(Page' of Z)
PAGE:03
Permittee -Kermit Number. County*a
5. Action take to contain spill, clean up waste, and/or remediate the site: jlgeel
6. Were the equipment and parts needed to make repairs readily available?
Yes c If no, please explain why:
7. if the spillloverflow occurred at a pump station, or was the result of a pump station failure,
was the alarm system functional at the time of the spill? Yes No if the alarm
system did not function, please explain why:
8. Repairs made are: Permanent _ Temporary _
Please describe what repairs were made. If the repairs are temporary, please indicate a date by
which permanent repairs will be completed, /and otify th Regional Office within 7 days of the
permanent repair.G� ✓ r✓A r r9 C'�s9�c%'tf� `xr'P1P�' - d[►
g, What actions have been made to prevent this discharge from occurring again in the future?
1a. Comments:
Other agencies notifed:
Person reporting spiWbypass: S,rfd Phone NumV
Signature,Date:.;K-19 "CI%-0/ _
For DWO Use Only:
OWO requested additional written report? Yes too
If yes, what additional information is needed?
Requested by
Revision Ul 6/11/99

JUN-12 01 09:31 FROM: 828*646*3419 TO:92516452
C Zoom of'�rantatta
o roe of,lloyar Jnd Board oj'. i(d�rmen
'RICK U. SrAAT11k'F3. Mayor
l- CAAWFORQ.Aldarmja
i W0001RUFF. Ald'k.4 j
D_ En WARDS, Aldtrmgn
TO:
FAX#FROM:
FAY4:
DATE:
NUMBER -OF PAGES:,
(Including Cover S eefi
NOTE:
PAGE:01

JUN-12 01 09:31 FROM:
828*646*3419 TO:92516452
PAGE:02
O
Tble Tobin r of Cantoulpoc
Office oflvfayora�id.lioardofAideri7ien
FF
PATRICK U-SMATHER$, Iftyor
MICHAEL B. RAY. Aldarmmn
C. Q. CRAWFORD, Alderman
TED WOODRUFF, Alderman
BILLD_ ¢DWARD$, Aldermen
Ms Sue Homewood
Non -Discharge Permitting Unit
NCDENR
1617 Mail Service Center
Raleigh, NC 27699-1617
Dear Ms. Homewood:
.Tune 11, 2001
Subject : Application No. WQCS00377
Additional Information Request
Wastewater Collection System
Haywood County
In response to your letter of May 31St, we are trying to identify those areas that
have no obvious way of accessing lines or rights of way for maintenance. Much, if not
most of the system is 30 or more years old. Many of the rights of way were verbal and
have been established through years of use. Our last response indicated that we were
trying to obtain a grant to assist with the cost of mapping the system. This effort failed,
and we are now in the position of having to finance the cleaning, inspection and
mapping from Town funds. We have budgeted the required 10% for the coming year
and plan to incorporate the rights of way program into the mapping of each area. This
process will insure that at least 10% of the rights of way information of the system will
be verified each year.
Virtually all of our lift stations are fenced or have locks on wells and panels. We do
plan to place security fences around several of the more accessible sites in addition to
the use of the locks.
I hope that this answers your remaining question(s). We would prefer to be able to
set higher goals than the mandated 10%, however, the lack of grant assistance and the
lack of State reimbursements has made any additional efforts impossible.
,:
Sincerely,
A.B. M hews
Assi nt Town Manager

State of North Carolina
Department of Environment
and Natural Resources
Division of Water Quality
James B. Hunt, Jr., Governor.
Wayne McDevitt, Secretary
Kerr T. Stevens, Director
Mr. William G. Stamey, Town Manager
Town of Canton
Post Office Box 987
Canton, North Carolina 28716
Dear Mr. Stamey:
June 16, 1999
Subject
� s �
NCDENR
NORTH CAROLINA DEPARTMENT OF
ENVIRONMENT AND NATURAL RESOURCES
JUN 2
Application .No". WQ0016591
Additional Information Request
Newfound Road Interchange
Water & Sewer Improvements
Sewer -Public
Haywood County
The Non -Discharge Permitting Unit has completed a preliminary engineering review of
the subject application. Additional information is required before we can continue our review.
Please address the following items no later than July 16, 1999:
General:
1) Please verify that the appropriate nationwide permits/401 Certifications have been
applied for and/or received for the various stream and branch crossings throughout
this project. In addition, as some of the proposed sewers run along side stream beds
and through wet areas, please state whether or not anti -seep collars are to be
provided in certain locations.
2) Please verify that the appropriate soil erosion and sedimentation control permit has
been applied for and/or received for this project.
3) The calculations packet submitted with this application package was not
signed/sealed by a North Carolina -licensed professional engineer, as required by the
instructions on the submitted application form (i.e., see Required Item c. on Page 6
of 8).
4) Regulations 15A NCAC 2H .0219 (h) (6) and 15A NCAC 2H .0219 (i) (2) (K)
- require that pumping stations and manholes, respectively, shall be flood protected.
Please provide the 100-year flood elevation for the project area, so that compliance
with these regulations may be confirmed. If the entire project area is outside the
100-year flood zone, a letter signed and sealed by a North Carolina -licensed
professional engineer or surveyor stating thus would be acceptable.
P.O. Box 29535, Raleigh, North Carolina 27626-0535 Telephone [phone] FAX [phone]
An Equal Opportunity Affirmative Action Employer 50% recycled/ 10% post -consumer paper

Wastewater Flows:
1) Note that Required Item e., as listed on Page 6 of 8 on the submitted application
form, was not included in the permit application package. Therefore, please
provide a flow acceptance letter from Champion International Corporation for the
Division of Water Quality's (hereinafter Division) review. Ensure that this letter
contains, at a minimum, the following information:
♦ The name and permit number of the treatment facility to receive the generated
wastewater,
♦ The volume of wastewater to be accepted in gallons per day, and
♦ The name of the project that is to generate the accepted wastewater (i.e., this
name should be the same as listed in Section I. 4. on Page I of 8 of the
submitted application form).
2) Please provide the permit numbers (i.e., listed as "not applicable" in Section IV. 2c.
on Page 2 of 8 of the submitted application form) of the downstream sewers for
each of the proposed outfall locations. In addition, confirm that no downstream
pumping stations exist between each of the outfall locations and the proposed
receiving wastewater treatment facility. Note that, if downstream pumping stations
do exist, a quantitative analysis must be performed and submitted for the Division's
review.
PumpinI4 Station Design:
1) The submitted application form states that a portable generator is available for use
at the proposed pumping station in the event of a power failure. Please provide the
Town's contingency plan for handling such a situation. Specifically, this plan
should clarify how many pumping stations the emergency generator is going
serve, the anticipated response time, notification procedures, and responsible
personnel.
2) The submitted application form states that a receptacle is to be installed at the
proposed pumping station for hook-up of the portable generator. However, the
electrical details for the pumping station included on Sheet 13 of 22 of the drawings
does not show this receptacle or a manual transfer switch. Please amend the
electrical design to be more specific regarding the items needed to ensure that the
pumping station could be successfully operated off of an emergency power source.
3) Part 2.01 J. of Section 11307 — Sewage Grinder Pumps (i.e., Page 11307-6) of the
specifications provides for an audible alarm. Note that, per Regulation 15A NCAC
2H .0219 (h) (5), all pumping stations are required to have visual high-water alarms
as well. - Please amend this specification section accordingly.

Pumping Station Design (continued):
4) Part 2.01 J. of Section 11307 — Sewage Grinder Pumps (i.e., Page 11307-6) of the
specifications appears to have a couple of typographical errors which require
clarification/correction. The first sentence requires that the specified control
system operate four pumps (i.e., in lieu of the two that are proposed). This same
sentence requires that the control panel be a NEMA 1-rated enclosure. It is the
Division's understanding that NEMA 1-rating is for indoor installations. Please
amend the specifications to require, at a minimum, a NEMA 3R or, preferably, a
NEMA 4X control panel enclosure.
5) Part 2.01 J. of Section 11307 — Sewage Grinder Pumps (i.e., Page 11307-6) of the
specifications requires that an automatic dialer is to be installed in the proposed
pumping station control panel. Please clarify in the specifications whether the
autodialer is capable of operation in the event of a power loss. In addition, the
autodialer should provide notification to the appropriate personnel if a power loss is
detected (i.e., not just in a high-water alarm situation).
6) The Division suggests placing the high water alarm float at the same elevation level
or below the lag pump on float in the pumping station wet well. This setting will
indicate a failure of the lead pump while the lag pump is still available. Please
consider amending the proposed pumping station design to provide this additional
guarantee against failure.
7) Please submit the following items for the final pump selected:
♦ Cut -sheets detailing the dimensions and minimum installation requirements
(i.e., minimum wet well size, minimum deadman's float level, minimum
access hatch sizes, etc.) for the final pump selected.
♦ Flotation calculations for the proposed pumping station.
Force Main and Gravity Sewer Designs:
1) The Division requires that aerial stream crossings be elevated above the 25-year
flood elevation. Please provide this information, so that the aerial crossing of the
Beaverdam Road sewer across Beaverdam Creek may be verified for compliance
with this minimum criterion.
2) Note that Section IV. 13. on Page 3 of 8 of the submitted application form indicates
that none of the manholes, as proposed, will be subject to flooding. It appears as if
the proposed manhole at STA 12+09.09 of the Beaverdam Road Sewer is elevated
one foot above the 100-year flood elevation. Please revise this page of the
application form for the Division's inclusion in the approved permit file. Also,
please confirm whether or not additional manholes on this or other sewer lines
throughout the project will be subject to flooding by the 100-year flood.

Force Main and Gravity Sewer Designs (continued):
3) Regulation 15A NCAC 21-1.0219 (i) (2) (H) requires that all sewer systems shall be
installed with three feet of cover. If this minimum standard cannot be met, ferrous
material pipe shall be specified. Please address the minimum cover issue at the
following locations, which currently appear to and/or may be in violation of the
aforementioned rule:
♦ Beaverdam Road Sewer: STA 10+00 through STA 10+00, STA 39+60
through STA 39+70.
4) Regulation 15A NCAC 2H .0219 (i) (2) (G) (i) defines the minimum vertical
separations allowed between sewer lines and storm sewers: If this minimum
standard cannot be met, ferrous material pipe with joints equivalent to water main
standards shall be specified. Please address the minimum separations at the
following locations, which currently appear to and/or may be in violation of the
aforementioned rule:
♦ Beaverdam Road Sewer: Please clarify whether or not the storm sewer at
STA 53+69 crosses the sanitary sewer.
♦ Frontage Road Sewer: A storm sewer crossing at STA 48+80 does not
comply with the required minimum separation rules.
5) Regulation 15A NCAC 2H .0219 (i) (2) (G) (vii) defines the minimum horizontal
separation allowed between sewer lines and building foundations. If this minimum
standard cannot be met, ferrous material pipe with joints equivalent to water main
standards shall be specified. Please address the minimum separation at the
following location, which currently appear to and/or may be in violation of the
aforementioned rule:
♦ Beaverdam Road Sewer: STA 21+00.
Please reference the subject permit application number when providing the requested
information. All revised information, including letters, calculations, revised drawing sheets, and
revised pages of the specifications, should be signed, sealed, and submitted in triplicate to my
attention at the address above. Please note that failure to provide this additional information on
or before the above requested date can result in your application being returned as incomplete.

MEMO TO: State Revie Group Division of Environmental Management
j Asheville Regional Office
FROM: —Forrest R. West 1, WQ Regional Supervisor 03/26/99
SUBJECT: Procedure (4)
APN WQ00 6951 State Review Group -Mark Craig_
Newfound T-I nterchange Review Engineer
Sewer - Public
Haywood County Regional Office Contact Ke' Haynes
1) Name of wastewater treatment plant to receive the wastewater
Champion International Corp.
2) WWTP design capacity 29.9 MGD
3) NPDES Permit No. NC0000272 Expiration Date 11/30/01
4) Compliance Information:
Present treatment plant performance
for previous 12 months - beginning 02/01/98
Permits/SOC Limits Monthly Averaae
SEE ATTACHED
5) Quantity and type of wastewater from proposed sewers:
28,800 GPD
domestic _1000
industrial
other
6) Volume from previously approved projects not yet tributary to
WWTP GPD
7) Regional Recommendations: Approval X Denial
(Any additional comments should be attached to this form)
The Champion wastewater treatment plant should be able to easily
treat the requested amount of flow.

°.f
`6t?,te of North Carolina
Department of Environment
and Natural Resources
Division of Water Quality
James B. Hunt, Jr., Governor
Wayne McDevitt, Secretary
Kerr T. Stevens, Director
March 17, 1999
Mr. William G. Stamey, Town Manager
Town of Canton
Post Office Box 987
Canton, North Carolina 28716
Dear Mr. Stamey:
/ ►r
N4
NORTH
ENVIRONN
Subject:
App.
New
Sewer -Public
Haywood County
The Division's Permits and Engineering Unit acknowledges receipt of your permit application and
supporting materials on March 16, 1999. This application has been assigned the number listed above.
Your project has been assigned to Mr. Mark Craig for a detailed engineering review. Should there be any
questions concerning your project, the review will contact you with a request,for additional information.
Be aware that the Division's Regional Office, copied below, must provide recommendations from the
Regional Supervisor or a Procedure Four Evaluation for this project, prior to final action by the division.
If you have any questions, please contact Mr. Mark Craig at 919/733-5083 ext. 362. If the engineer is
unavailable, you may leave a message on their voice mail and they will respond promptly.
PLEASE REFER TO THE ABOVE APPLICATION NUMBER WHEN MAKING INQUIRES ON
THIS PROJECT.
cc: ,�s`her!,l!lJeegional l ffice, W'a`terQual__ if�yr
McGill Associates, PA
P.O. Box 29535, Raleigh, North Carolina 27626-0535
An Equal Opportunity Affirmative Action Employer
Sincerely,
1 �vrr1
PMr. Kim H. Colson, NE.
Supervisor, Non -Discharge Permitting Unit
Telephone [phone] FAX [phone]
50% recycled/ 10% post -consumer paper

I.
State of North Carolina
Department of Environment, Health and . Natural Rest igees t,:
Division of Environmental Management '. -
Non -Discharge Permit Application
(THIS FORM MAY BE PHOTOCOPIED FOR USE AS AN ORIGIN4L1 6 ,.
_ GRAVITY SEWER EXTENSION,
PUMP .STATIONS, AND PRESSURE SEWERS
GENERAL INFORMATION: SOC Project: Yes, No.
1. --Applicant's name (please specify the name of the municipality, corporation, individual, etc.):
_ The ..Town. of Cant.on
2. _Print Owners or Signing Official's nwne ?-nd title (the person who is legally responsible for the facility and its compliance):
M'r. William G.. Stamey, Town Manager
ddr Post Office Box 987
3. In ing a ess. _
- City:,,Canton
Telephone Number:
State;
828 .-) 648-2363
N.C.
Zip: 28716
4: - Project Name (please specify the name of the subdivision, facility, or establishment - should be consistent with project
name on plans, specificatidns, letters bf flow acceptance, Operational Agreements, etc.):
Newfound Road -Interchange -Water and -S-ewer Imp.
5.: Application Date: 3 ./ 11 / 9 9 6. Fee Submitted: $ 4 01) 0 0 '"
6:d`Counfy`wheie project is located: i H aywo d d ..
II. PERMIT INFORMATION:
1. - _ A lication No. (will be completed by DEM):
PP: , .
2.­ Specify'whether`project is: X I new; modification. -
_.3._ If this application is.becina submitted as a result of a modification to an existing permit, :please complete _-
exist'ing permit number °� / A and the issue date �._. _..... v._
4::y Specify whether the applicant is X public or private. ,
III. INFORMATION ON. WASTEWATER:
1. Nature'of Wastewater. " 100 % Domestic/Commercial ; % Industrial;
% Other waste (specify):
2. Please provide a one or two word descriptiod specifying the origin of the wastewater, such as school, subdivision, hospital,
commercial, industrial, apartments, etc.: Homes and p o •t e n t i a l commercial
3.:. Indicate any parameter(s) (and their concentration) that will be greater. than normal domestic levels: -N/A
4. If wastewater is not domestic in nature, what level of pretreatment has been provided to ensure protection of the receiving
`wastewater treatment facility? N / A
5. If a pretreatment permit is required, has one been issued? Yes X No. If yes, please attach a copy of the
pretreatment permit. If No, when will one be issued:
FORM: GSPSA- 02/95 Page 1 of 8

6. Volume of wastewater generated by this project: 27, 790 gallons per day.
7. Explanation of how wastewater volume was determined: Current homes to be connected x 12 O g p d
x 3 bLedroom plus potential motel/restaurant site (150 rooms + 200 seats)
/1aMer lit 3JrJC /Zosda/_ 7-701621lW_/_0 IS-O 7X /2O& ✓-. 18"000R 4
IV. DESIGN INFORMATION:
1. Brief project description: of 8" gravity sewer t.o .ser.v.e-_area currently
without sewer service; installation of pump station and force main to
serve possible motel site.
2. Name of wastewaier treatment facility receiving wastewater: C h a m p i o n I n t e r n a t i o n a l C o r p o r a t i o n
a: Facility Permit Number: N.0 0000272
b. Engineer should provide statement of his evaluation of downstream sewers ability to accept the -Wastewater:
Downstream sewr adequate; less than 10 years old -
c.- ..Permit Number for sewers immediately downstream: N /. A
d Pipe diameter of sewers immediately downstream: 8
3.. Summary of GRAVITY SEWER to be permitted, by diameter, length and -pipe material: -
Diameter
(inj:.
Length
(linear feet)
Pipe
Material
Circle C or
N Factor &
Specify.
Value
Minimum
Slope (%) .
Maximum
Slope (%)*
Minimum.
Velocity
(fps) .: - :'
Maximum.
Velocity
:. (fps) . -
Minimum
Cover (in) .
�0--=--
'fl.4%
16% -.:
Z= fPa.
S. fps,
::36
8°
g15
I P
10.0 :.
:.}..4%__.:
1.0% _ .
2 .€pa
;Ex-.•p.s.:
30
NOTE: The minimum velocity must not be less than 2 fps;'
For public sewers the minimum diameter is 8 inches.
Foe private sewers the minimum diameter. is 6 inches... ' =
4.. Anchors shall be provided for sewers with slopes greater than 20 %. The anchor spacing shall be a maximum of: 36 foot
separation for slopes of 21% to 35%; 24 foot separation for slopes of 36% to 50%; 16 foot separation for slopes greater
than 50%.
For velocities greater than 15 fps, it is strongly recommended that measures be considered which will protect the sewers and
manholes from erosion. For velocities greater than 20 fps, erosion control measures must be specified.
For any excessive slopes or velocities that will occur in any sewer line segment, what measures have been taken to protect
the sewer pipe and manholes? - N-/ A -
5. Maximum length of sewer between manholes: 400 linear feet.
6. This sewer line segment occurs between manhole no. 17 + 8 7 'and manhole no. 21 + 8 7 Frontage R d . S S
-- - 30+77 34+77 Frontage Rd. S`
FORM: GSPSA 02/95 1 Page 2 of 8

J
7. - Does the owner/operator have the ability to clean this length? X Yes No. For sewer reach lengths greater
than 425 feet, please provide a letter from the owner/operator, stating the ability to clean the specified reach and include the
;_equipment specifications..
8. "Sewers subject to existing or planned traffic bearing loads? X Yes No. If yes, what measures are being taken
',',,to enabie- the sewers to withstand the loads?
?" 'Usts' of "steel) e,-nca-sement pipe and DIP,
9... Outside drop manholes are provided where invert separations exceed: N / A feet (provide for separations > or = 2.5')
10-. Identify (by manhole number) those manholes that have drop connections:
11. Maximum allowable in filtration/exfiltration test rate: 100 ' GPD/pipe diameter inch/mile of pipe.
NOTE.: Must not exceed 100 GPD/pipe diameter inch/mile of pipe.
i
12. Minimt um separation distances as shown on the plans and addressed in the specifications.' If a, b, or c below is no, explain
in an attachment (This section must be completed for all collection systems including force mains and pressures sewers):
a) 100 ft. horizontal separation from wells or other water supplies? X Yes - No,
b) 12 in. vertical separation from storm sewer or ferrous pipe sanitary sewer specified? ' X Yes No
c) :. 10 ft. honz. sep. from water mains or 18 in vertical'sep. (water over sewer) or ferrouspipe specified? -X-Yes No
13. Are manholes'subject to flooding? Yes X No.- If Yes, are manhole rim. elevations 1 foot above 100-year flood
level, (100 year flood elevation should be indicated on plans)? Yes No; Or, are the manholes watertight, vented
1 foot above the 100-year flood elevation and vented every 1,000 feet (should be shown on plans)?, Yes No.
147 Identifj±(liy manhole number) those manholes that are vented: N / A
-.is
15. Does this project involve any stream crossings? X: Yes No.- If yes; what precautions or special' features have been
- utilized to ensure protection of the sewer line and not restrict stream flow? Identify the sheet of the plans and station
Sheet.: sewer: _crolssi n.g�: re�ui.�.,e
number where stream crossings are located:
pipe =i,.s: on `pi e:r...s- above creek; ps located` out 'off - creek so'oi si±urbance
:willI be migimized.
Please note: The Division recommends' all stream crossings be located three (3) feet below the stream bed or ferrous
material pipe be specified. In addition, all aerial stream crossings must be located above the 25-year flood elevation. Both
the 25-ye4r flood elevation and the 100-year flood elevation should be indicated on the plans.
16. Sewers -pa
v notbe installed in WS-I watersheds. Are any of the subject wastewater collection systems located in a WS-1
watershed? Yes X No.
FORM: GSPSA 02/95 Page 3 of 8

V . - PUMP STATION INFORMATION
k`
1 Pu St t• N N - Newfound R d . (A t 4 f 8 h uld be submitted for each um station)
mp a ion o. or "
2:', Name of closest downslope surface waters:
separa a pave o s o p p
North Hominy Creek
3. Classification of closest downslope'surface waters: i (as established by the Environmental Management
- Commission & specified on sheet 5 of 8 of this application).
4.. In accordance with 15A NCAC 2H .0219 (h)(3), describe the measures that are being implemented to prevent impacts on
downslope surface waters, should a power failure occur at this pump station. NOTE: Altemative power MUST be
addressed for every pump station in accordance with the above regulation. P 1 u q ' i n provided f o r
emergency generator
5. What size pumps are provided: 55 GPM; and how many? 2
6. What is the design total dynamic head? 70 feet
4
7 How many pumping cycles will occur at averagge daily flow? 5 • 3 cycles per hour.
`= � NOTE: 15A NCAC 2H .6219 (h)(2) requires 2 to 8 pumping cycles per hour be achieved at average daily flow.
8. The following items are typically required in the design for pump stations. Check the appropriate blank to signify that
these items nave h= provided in the design plans and specifications:
(-'Alternate Power Source- P 1 u g in x ... .
Wet Well Vented with Screen x
- -- as`r._Fillets in Net Well
Check Valves and Gate Valves
Security_Fencing .. �—
-_
-, ::•. x
Lockable Wet Well Cover
_ _ >- Area Light
f+ 110V Electrical Convenience Outlet x
Fldod/Buoyancy Protection x
:._
High Water Alarm (one choice may be specified) x Audible and Visual x Auto Dialer `
Summary of FORCE MAIN or PRESSURE SEWER to be permitted, by diameter, length. and pipe material:
Diameter
1 Pu St t• N N - Newfound R d . (A t 4 f 8 h uld be submitted for each um station)
mp a ion o. or "
2:', Name of closest downslope surface waters:
separa a pave o s o p p
North Hominy Creek
3. Classification of closest downslope'surface waters: i (as established by the Environmental Management
- Commission & specified on sheet 5 of 8 of this application).
4.. In accordance with 15A NCAC 2H .0219 (h)(3), describe the measures that are being implemented to prevent impacts on
downslope surface waters, should a power failure occur at this pump station. NOTE: Altemative power MUST be
addressed for every pump station in accordance with the above regulation. P 1 u q ' i n provided f o r
emergency generator
5. What size pumps are provided: 55 GPM; and how many? 2
6. What is the design total dynamic head? 70 feet
4
7 How many pumping cycles will occur at averagge daily flow? 5 • 3 cycles per hour.
`= � NOTE: 15A NCAC 2H .6219 (h)(2) requires 2 to 8 pumping cycles per hour be achieved at average daily flow.
8. The following items are typically required in the design for pump stations. Check the appropriate blank to signify that
these items nave h= provided in the design plans and specifications:
(-'Alternate Power Source- P 1 u g in x ... .
Wet Well Vented with Screen x
- -- as`r._Fillets in Net Well
Check Valves and Gate Valves
Security_Fencing .. �—
-_
-, ::•. x
Lockable Wet Well Cover
_ _ >- Area Light
f+ 110V Electrical Convenience Outlet x
Fldod/Buoyancy Protection x
:._
High Water Alarm (one choice may be specified) x Audible and Visual x Auto Dialer `
Summary of FORCE MAIN or PRESSURE SEWER to be permitted, by diameter, length. and pipe material:
Diameter
Length
(linear feet)
Pipe
Material'".
High
Elevation"
Low ...,
'Elevation
Minimum
Velocity
(fps)
Maximum
Velocity _
(fps)
Minimum
Cover (in)
1163
PVC
1 2749
1 2700
72.0
2.45
36
10. Are .air .release valves provided at all high points along the force main (must be provided where the elevation difference
exceeds.10 feet)? x Yes —No
11. Is the pump station subject to flooding. _ Yes X No. If Yes, what measures are being taken to protect against flooding?
12. If subject to flooding, specify the 100-year flood elevation:
N/A
Feet MSL
13. Are there existing or planned pump stations downstream of this station? Yes X No. If Yes, the engineer
shall evaluate the ability of those pump stations to adequately handle the subject flows and shall include that evaluation as
an attachment to this application.
FORM: GSPSA 02/95 Page 4 of 8

i
This form must' be completed by the appropriate DEM regional olllec and included as a part of the project
{ submittal Information.
INSTRUCTIONS TO* NC PROFESSIONAL ENGINEER;
The classification of the downslope surface water% (the surface waters that any overflow from the facility wovid flow toward
in whiclt'thcse sewers will be constructed must be determined by the appropriate DEM regional office. Therefore, you arr
required, prior to submittal of the application package, to submit this form, with items 1 through 7 completed, ti
the appfdpriate Division of Environmental Management Regional Water Quality Supervisor (see page 8 of 8). At
minimum, you must include an 8.5" by 11" cgpy of the portion of a 7.5 minute USGS Topographic Map which shows th(
location of these sewers and the downslope surface waters; in vyhich they will be located. Identify the closest downslop,
surface waters on the attached map copy, Once the regional office has'. completed the classificatlon
reincorporate this completed. page- and the topographic map Into the complete application form ant'
submit t6i Application . package.
I . Applicant (specify name of the municipality, corporation, individual, etc.): Town o f Canton
2. Name &'complete address of engineering firm: M c G i l -1 Associates; 55 Broad Street
Asheva,�l.l•e, N.C. .2880.1
Telephone number. ( 1328:) 2 5 2- Q5 7 5
�� Town on f Canto',
3. Project name: ••Nt'vrfotarid RoaB- Interchange,' 'Water and Sewer Imp
4. Name of closest dvwnslope surface waters; North Hominy • Creek
5. Couoty(ies) white sewers and surface water are located: N a y w o•o d' '
?(*cc'me ''C'A•NT0N' •R#V,:i--t '4-1990
6. Map naand date• '
7. NC Professional Engineer's Seal, Signature, and Date: ,��`Q . CAR
950 ;
l ryr
JogL- ..
Vq
TO., REGIONAL • WATER QUALITY SUPERVISOR '
Please provide me with the classification'of the watershed where these sewers will be constructed, as identified on the attach
map segment:
t . • Name of surface waters;`�-
�'
Clas'sificadon (as established by the Environmental Managiment Commission);
Proposed classification, if applicable;
Signature of regional offce•personnel
FORA: GSPSA 02195 'age 5 of 8
Date - `

4
THIS' APPLICATION PACKAGE WILL NOT BE ACCEPTED BY THE DIVISION OF ENVIRONMENTA
MANAGEMENT UNLESS ALL OF THE APPLICABLE ITEMS ARE
INCLUDED WITH THE SUBMITTAL
Required Items
a. One original and one copy of the completed and appropriately executed application form. If modifications to the form a
=-.'iequired as a result of additional information requests by the Division; the additional information must be transmitted undo
the signature of the applicant and the actual modification must be initialed by the NC Professional Engineer.
b. .Two (2) sets of detailed plans and specifications signed and sealed by a North Carolina Professional Engineer. The plans mu
include a general location map, a plan view of the sewer extension, a profile of the sewer extension, and must show tl
pro' iini,.y of the sewer extension to other utilities and natural features. Specifications n: be omitted for delegate
authorities. Each sheet of the plans and the first page of the specifications must be signed and sealed. Two (2) copies of t]
existing permit if a modification. The plans and specifications must not contain phrases (such as: FOR REVIEW ONL'
NOT FOR CONSTRUCTION, etc.) that indicate that they are anything other than final plans and specifications. Howev(
the plans and specifications may contain: FINAL DESIGN - NOT RELEASED FOR CONSTRUCTION.
T
c. Two copies of. all calculations, including pump selection, friction calculations, cycle time, pump curves (including syste
curves applicable with one pump running. two pumps running, three pumps running, etc.), and evaluation of downstre�
-.- pump stations. These items must be submitted under the signature and seal of the NC Professional Engineer.
ei . The appropriate permit processing fee, in accordance with 15A NCAC; 2H .0205(c)(5). The fee for sewer extension
nondelegated'municipalities- is $400.. The fee for sewer extensions for delegated municipalities (applies only to the
governmental jurisdictions that have specific delegation review authority, as granted by the Environmental Manageme
Commission) is $200. Name changes without other modifications are $100. -
e. If the owner/authority of the wastewater treatment facility (WWTF) that will be accepting the iztewafer flow from 9-= project is different from the applicant of the project, then a letter'inust.be provided from the owner/autbority of the WW.
_- specifyinbr the volume of flow that will be accepted. The letter should be a recent letter and should re r to the project by t
same -rain_ as that identified on the'application and the plans/specifications. -
_ >
f. if the' application is being submitted in the name of a privately owned public utility, evidence must be submitted from i
Utilities Commission"which demonstrates that the utility is authorized to hold the franchise for the area to be served. In
case:of contiguous service areas, evidence must be provided from the Utilities Commission acknowledging these areas .
covered under an existing franchise.
g. =:=,+A properly executed Operational Agreement (original and two copies -form provided by DEM) must be submitted if the set
extension will be serving single family residences, condominiums, mobile homes, or town houses and if the subject se'
extension is owned by the individual residents, a homeowners association, or a developer.
h. The downslope surface waters classification must be determined by the appropriate DE1Vi regional office, using page 5 of
this form, prior to the submittal of the application package to the Water Quality Permits
Engineeriria. Unit. Once the regional office has completed the classification, page 5 of 8 should be reincorporated into:
.'application package and the entire application package may then be. submitted to Water Quality Permits and Engineering V
L - = A cover letter, which briefly describes the project, should be included with each application package. If necessary for cl:
" --' feel free to include attachments to the application form. Such attachments will be considered as part of the application
should be numbered to correspond to the section to which they refer.
J. - All -materials and fees submitted in support of this request for a permit become the propeity'of the Division of Environmet
=- anagement; therefore, if the permit is not issued for any reason, the Division will return submitted materials.only at
Yana
_
FORM? ('-.Iqp4A 112/95 Page 6 of 8

. . Name and Complete .Addris. ! il s'd Engineering Firm: McGill Assac-i6tes, 55.-Br;oad Stre,et
r;t 9 Asheville
State: N . C ..
Zip:
28732
Telephone Number: 828 252-0575
d
Professional E"figineer's Certification:
pure .-rA, attest that this application for
has been reviewed b . y me and is accurate and complete to the best of my knowledge. I further attest that to the best of my knowledge
the proposed design has been prepared in accordance with the applicable regulations.. Although certain portions of this submittal package may have been developed by other professionals, inclusion of these materials under my signature and seal signifies that I have
reviewed this material and have judged it to be consistent with the proposed design.
North Carolina Professional Engineers Seal, Signature, and Date: 't"Iltf I fill,,
f
'9 5 13
4
V 7-:
%
Applicant's Certifi6tion:.
W i 1 1, i amey:'.-. attest thatthis application for T_ h e Tow
n o f Canto n
accurate .- and complete to the bestio I understand that if all requires parts or ullis
has been reviewed bymeand is f my knowledge., --
application e n6fcompleted and that if infori6ation' and attachments are not included, this application package
M supporting
will be to me asinc m lete.
�%r_e
Date
Signature
THE'. COMPLETED APPLICATION PACKAGE,: INCLUDING ALL SUPPORTING INFORMATION
MATERIALS, SHOULD BE SENT TO THE FOLLOWING ADDRESS:.
NORTH CAROLINA DIVISION OF ENVIRONMENTAL MANAGEMENT
WATER QUALITY SECTION
PERMITS AND ENGINEERING UNIT
POST OFFICE BOX 29535
RALEIGH9 NORTH CAROLINA .27626-0535
TELEPHONE NUMBER: [phone].-..
ji i, p; 1 6
FORM: GSPSA 02/95 Page 7 of 8

DIVISION OF ENVIRONMENTAL MANAGEMENT REGIONAL OFFICES (12/94)
Asheville Regional WQ Supervisor
59 Woodfin Place
Asheville, NC 28801
[phone]
Fax [phone]
Avery -
Macon
Buncombe',_ -
Madison _. .
BtAe
McDowell -
Caldwell
Mitchell
Cherokee :. _ . -
Polk .
Clay _
Rutherford
Graham -
Swain
Haywood
Transylvania
Henderson
Yancy
Jackson -
:
Washington Regional WQ Supervisor
Post Office Box 1507
Washington,
NC 27889
[phone]
Fax [phone]
Beaufort
Jones
Bette
Lenoir
Camden
Martin
Chowan
Pamlico
Craven
Pasquotank
Currituck .
Perquimans
Dare
Pitt
Gates
Tyrell
Greene
Washington
Hertford
Wayne
Hyde
Raleigh Regional WQ Supervisor
Post Office Box 27687
Raleigh, NC 27611
[phone]
Fax [phone]
Chatham
Nash
Durham
Northampton
ldgecombe
.Orange
Franklin
Person
Granville
Vance ..
Halifax
. Wake
Johnston
Warren
Lee
Wilson
i
Fayetteville Regional WQ Supervisor .
Mooresville Regional WQ Supervisor
Wilmington Region. WQ Supervisor
Wachovia Building, Suite 714
919 North Main Street
127 Cardinal Drive Extension
Fayetteville, NC 28301
Mooresville, NC 28115
Wilmington, NC 28405-3845
[phone]
[phone]
[phone]
Fax [phone]
Fax [phone]
Fax [phone]
Anson - = ` : -. __ Moore
Alexander Mecklenburg
Brunswick New Hanover.
Blain = - ' Robeson-- -=-•_- —
Cabarrus ' , :'. Rowan ::: :. -_—. _--
Carteret --—Onslow
Cumberland'- Richmond
Catawba Stanly
Columbus Pender
Harnett �T:iis� Sampson: , -
Hoke - Scotland
Gaston Union - - - _._�-- -. Duplin--'--- -- --_ - __ -- --
Iredell Cleveland ; ... a:_:, _ _.. _ - _., e� -,:=•f,: ! _... .
Mont -ornery
Lincoln
ipi
Winston-Salem Regional WQ Supervisor
585 Waughtown Street
Winston-Salem, NC 27107
[phone] _
Fax [phone]
-
Alamance Rockingham
Alleghany Randolph. ;
Ashe Stokes
... ..
Caswell Suny
:.
Davidson Watauga
Davie Wilkes
_
Forsyth Yadkin
Guilford
FORM: GSPSA 02/95 Page 8 of 8

State of North Carolina
Department of Environment
and Natural Resources
Division of Water Quality
Michael F. Easley, Governor
Sherri Evans -Stanton, Acting Secretary
Kerr T. Stevens, Director
WILLIAM G. STAMEY, TOWN MANAGER
TOWN OF CANTON
POST OFFICE BOX 987
CANTON, NC 28716
Dear Mr. Stamey:
4 •
NCDENR
NORTH CAROLINA DEPARTMENT OF
ENVIRONMENT AND NATURAL RESOURCES
January 16, 2001� .�
JAN242001
Subject: Permit No. WQ0019301
Town of Canton
Ken Murphy Property, Newfound Road
Wastewater Collection System Extension
Haywood County
In accordance with your application received November 16, 2000, we are forwarding herewith Permit
No. WQ0019301, dated January 16, 2001, to the Town of Canton for the construction and operation of the
subject wastewater collection system extension. This permit shall be effective from the date of issuance until
rescinded and shall be subject to the conditions and limitations as specified therein. This cover letter shall be
considered a part of this permit and is therefore incorporated therein by reference.
Please pay particular attention to Permit Condition 3 which requires that the wastewater collection
facilities be properly operated and maintained in accordance with 15A NCAC 2H .0227 or any individual
system -wide collection system permit issued to the Permittee.
Permitting of this project does not constitute an acceptance of any part of the project that does not meet
15A NCAC 2H .0200; the Division of Water Quality's (Division) Gravity Sewer Minimum Design Criteria
adopted February 12, 1996 as applicable; and the Division's Minimum Design Criteria for the Fast -Track
Permitting of Pump Stations and Force Mains adopted June 1, 2000 as applicable, unless specifically mentioned
herein. Division approval is based on acceptance of the certification provided by a North Carolina -licensed
Professional Engineer in the application. It shall be the Permittee's responsibility to ensure that the as -
constructed project meets the appropriate design criteria and rules. Failure to comply may result in penalties in
accordance with North Carolina General Statute § 143-215.6A through § 143-215.6C, construction of additional or
replacement wastewater collection facilities, and/or referral of the North Carolina -licensed Professional Engineer
to the licensing board.
In accordance with the provisions of Article 21 of Chapter 143, General Statutes of North Carolina as
amended, and other applicable Laws, Rules, and Regulations, permission is hereby granted to Town of Canton
for the construction and operation of approximately 648 linear feet of 8-inch gravity sewer to serve a 150 room
motel and a 200 seat restaurant as part of the Ken Murphy Property, Newfound Road project, with no additional
discharge of collected domestic wastewater (flow permitted in Permit No. WQ0016591) into the Town of
Canton's and Blue Ridge Paper Products, Inc.'s existing sewerage system, pursuant to the application received
November 16, 2000, and in conformity with 15A NCAC 2H .0200; the Division's Gravity Sewer Minimum
Design Criteria adopted February 12, 1996 as applicable; the Division's Minimum Design Criteria for the Fast -
Track Permitting of Pump Stations and Force Mains adopted June 1, 2000 as applicable; and other supporting
1617 Mail Service Center, Raleigh, North Carolina 27699-1617 Telephone [phone] FAX [phone]
An Equal Opportunity Affirmative Action Employer 50% recycled/ 10% post -consumer paper
0

data subsequently filed and approved by the Department of Environment and Natural Resources and considered a
part of this permit.
The sewage and wastewater collected by this system shall be treated in the Blue Ridge Paper Products,
Inc. Wastewater Treatment Facility (NPDES Permit No. NC0000272) prior to being discharged into the
receiving stream.
This permit shall become voidable unless the agreement between the Town of Canton and Blue Ridge
Paper Products, Inc. for the collection and final treatment of wastewater is in full force and effect.
If any parts, requirements, or limitations contained in this permit are unacceptable, you have the right to
request an adjudicatory hearing upon written request within 30 days following receipt of this permit. This
request must be in the form of a written petition, conforming to Chapter 150B of North Carolina General
Statutes, and filed with the Office of Administrative Hearings, 6714 Mail Service Center, Raleigh, NC 27699-
6714. Unless' -such demands are made, this permit shall be final and binding.
If you need additional information concerning this matter, please contact Kristin E. Miguez at
[phone] extension 524.
Since ely,
69.-Xerr T. Stevens
cc: Haywood County Health Department
Asheville Regional -Office, Water Quality Section (WWTF Permit No. NC0000272)
McGill Associates
Blue Ridge Paper Products, Inc.-175 Main Street, Canton, NC28716

0
NORTH CAROLINA
ENVIRONMENTAL MANAGEMENT COMMISSION
DEPARTMENT OF ENVIRONMENT AND NATURAL RESOURCES
RALEIGH
WASTEWATER COLLECTION SYSTEM EXTENSION PERMIT
This permit shall be effective from the date of issuance until rescinded and shall be subject to the following
specified conditions and limitations:
This permit shall become voidable unless the wastewater collection facilities are constructed in accordance
with the conditions of this permit; 15A NCAC 2H .0200; the Division of Water Quality's (Division) Gravity
Sewer Minimum Design Criteria adopted February 12, 1996 as applicable; the Division's Minimum Design
Criteria for the Fast -Track Permitting of Pump Stations and Force Mains adopted June 1, 2000 as
applicable; and other supporting materials unless specifically mentioned herein.
2. This permit shall be effective only with respect to the nature and volume of wastes described in the
application and other supporting data.
3. The wastewater collection facilities shall be properly maintained and operated at all times. The Permtttee
shall maintain compliance with an individual system -wide collection system permit for the operation and
maintenance of these facilities as required by 15A NCAC 2H .0227. If an individual permit is not required,
the following performance criteria shall be met as provided in 15A NCAC 2H .0227:
a. The sewer system shall be effectively maintained and operated at all times to prevent discharge to land
or surface waters, and any contravention of the groundwater standards in 15A NCAC 2L .0200 or the
surface water standards in 15A NCAC 2B .0200.
b. A map of the sewer system shall be developed prior to January 1, 2004 and shall be actively
maintained.
C. An operation and maintenance plan shall be developed and implemented.
d. Pump stations that are not connected to a telemetry system shall be inspected at least three times per
week until July 1, 2000; thereafter, pump stations shall be inspected at least daily, as defined in 15A
NCAC 2B .0503(5), until July 1, 2001; and thereafter, pump stations shall be inspected every day.
Pump stations that are connected to a telemetry system shall be inspected at least once per week.
e. High -priority sewer lines shall be inspected at least once per every six-month period of time.
f. A general observation of the entire sewer system shall be conducted at least once per year.
g. Inspection and maintenance records shall be maintained for a period of at least three years.
h. Overflows and bypasses shall be reported to the appropriate Division regional office in accordance
with 15A NCAC 2B .0506(a), and public notice shall be provided as required by North Carolina
General Statute §143-215.1C.

4. This permit shall not be transferable. In the event there is a desire for the wastewater collection facilities to
change ownership, or there is a name change of the Permittee, a formal permit request shall be submitted to
the Division accompanied by documentation from the parties involved, and other supporting materials as
may be appropriate. The approval of this request shall be considered on its merits and may or may not be
approved.
Construction of the gravity sewers shall be scheduled so as not to interrupt service by the existing utilities
nor result in an overflow or bypass discharge of wastewater to the surface waters of the State.
Upon completion of construction and prior to operation of these permitted facilities, a certification, a copy
of the construction record drawings, as well as supporting design calculations for any pump stations
permitted as part of this project shall be received from a North Carolina -licensed Professional Engineer
certifying that the facilities have been installed in accordance with this permit; 15A NCAC 2H .0200; the
Division's Gravity Sewer Design Criteria adopted February 12, 1996 as applicable; the Division's Minimum
Design Criteria for the Fast -Track Permitting of Pump Station and Force Main adopted June 1, 2000 as
applicable; and other supporting materials. If this project is to be completed in phases and partially
certified, you shall retain the responsibility to track further construction approved under the same permit,
and shall provide a final certificate of completion once the entire project has been completed. A copy of the
construction record drawings, indicating the facilities constructed in the phase being certified, shall be
submitted with each partial certification. Mail the Engineer's Certification, one copy of the "Construction
Record Drawings", and one copy of the supporting design calculations to the Non -Discharge Permitting
Unit, 1617 Mail Service Center, Raleigh, NC 27699-1617.
7. A copy of the construction record drawings shall be maintained on file by the Permittee for the life of the
wastewater collection facilities.
Failure to abide by the conditions and limitations contained in this permit; 15A NCAC 2H .0200; the
Division's Gravity Sewer Design Criteria adopted February 12, 1996 as applicable; the Division's Minimum
Design Criteria for the Fast -Track Permitting of Pump Station and Force Mains adopted June 1, 2000 as
applicable; and other supporting materials may subject the Permittee to an enforcement action by the
Division, in accordance with North Carolina General Statutes § 143-215.6A through § 143-215.6C.
9. In the event that the wastewater collection facilities fail to perform satisfactorily, including the creation of
nuisance conditions, the Permittee shall take immediate corrective action, including those as may be
required by this Division, such as the construction of additional or replacement facilities.
10. The issuance of this permit shall not exempt the Permittee from complying with any and all statutes, rules,
regulations, or ordinances that may be imposed by other government agencies (local, state and federal)
which have jurisdiction, including but not limited to applicable river buffer rules in 15A NCAC 2B .0200,
erosion and sedimentation control requirements in 15A NCAC Ch. 4 and under the Division's General
Permit NCGO100000, and any requirements pertaining to wetlands under 15A NCAC 2B .0200 and 15A
NCAC 2H .0500.
11. Noncompliance Notification:
The Permittee shall report by telephone to the Asheville Regional Office, telephone number [phone],
as soon as possible, but in no case more than 24 hours or on the next working day, following the occurrence
or first knowledge of the occurrence of either of the following:
a. Any process unit failure, due to known or unknown reasons, that renders the facility incapable of
adequate wastewater transport, such as mechanical or electrical failures of pumps, line blockage or
breakage, etc.; or
b. Any failure of a pumping station or sewer line resulting in a by-pass directly to receiving waters without
treatment of all or any portion of the influent to such station or facility.
2

C
Persons reporting such occurrences by telephone shall also file a written report in letter form within five
days following first knowledge of the occurrence. This report must outline the actions taken or proposed to
be taken to ensure that the problem does not recur.
Permit issued this the sixteenth day of January, 2001
NORTH CAROLINA ENVIRONMENTAL MANAGEMENT COMMISSION
t
rr. Stevens, Director
vision of Water Quality
By Authority of the Environmental Management Commission
Permit Number WQ0019301
3

Permit No. WQ0019301
January 16, 2001
ENGINEER'S CERTIFICATION
Partial Final
as a duly registered Professional Engineer in the State of North Carolina,
having been authorized to observe (periodically, weekly, full time) the construction of the
project,
> for the
Project Name Location and County
Permtttee hereby state that, to the best of my abilities, due care and diligence was used in the observation of the
construction such that the construction was observed to be built within substantial compliance of this permit;
15A NCAC 2H .0200; the Division of Water Quality's (Division) Gravity Sewer Minimum Design Criteria
adopted February 12, 1996 as applicable; the Division's Minimum Design Criteria for the Fast -Track Permitting
of Pump Stations and Force Mains adopted June 1, 2000 as applicable; and other supporting materials.
North Carolina Professional Engineer's seal, signature, and date:
The above Engineer's Certification shall be completed and submitted to the address below with one copy of the
Construction Record Drawings of the wastewater collection system extension as well as supporting design
calculations for any pump stations permitted as part of this project. This project shall not be considered complete
nor allowed to operate until this Engineer's Certification and all required supporting documentation have been
received by the Division. Any wastewater flow made tributary to the wastewater collection system extension
prior to completion of this Engineer's Certification shall be considered a violation of the permit and shall subject
the Permittee to appropriate enforcement actions.
NORTH CAROLINA DIVISION OF WATER QUALITY
WATER QUALITY SECTION
NON -DISCHARGE PERMITTING UNIT
1617 MAIL SERVICE CENTER
RALEIGH, NORTH CAROLINA 27699-1617
►"

SEP 16 '97 15:04 AT&T FAX 5300 PAGE i
(FteMYfint Or TYPO - Uaa Attachments if Nft&d )
Permittt e; „ i+VA( aim CIA A/72(-' Pernzit Number:. „County: � �a7�
Iaeident Strafed: Date 9 IS• 7 •lam Incident Ended• bate /5
Source of Spill/Bypass (Check One): D Barret ewer tation •O astewater neatment ttt
Level of Treatment (Check One): one p m zeatment econ reatmesYt armatron
Estimated Volume of SpMffiypan: -Z &o r�,4t_ (A volume must be given even if it is tt rough estimate,).
Did the Spill/jaypass reacts the Surface W? AVY16s p o If yes, please list the following;
Voltttne CZeaching 5udnoe V1late ts: gco p ALt Surfaft Water Marne: _ p! 6, GFd�,r4 t Ott✓
Did the Spill/Bypass result in a. Fish VilI? 0es o -- �•
aaAs'f' 51045 4*F , z11/ "Of 2Iv4, F-Y c7p Lits 1-f-f-3 warn
Cause of the flitW yj2 as -
If
KM ��.A.c e5t) r—A" t-' Y WI Kt� f M RUM f7 rwc'Ti ►mil
FauMP '5YM- rto t j (5 cv1.1
V
.'� ri7 4 r' I�/i - I t-F `3"• `% MArKf � � Vi -5I p3C.,(5 To-
t F*A-r'r�L— A-r t41C-rI.4-r.
Other AwciesNotified: -.�'•RAr fd Pl t-Mr, •ATjp� ti.trAKS tS p~►Is
Person Reporting $pi ypass: Phone Number:
Signature _
.�.,_...�......,.....--___--__....� Date: •• �
ForD WQ Use On y• ...........___ ......_..................4..... _..,_....._.�.. r._.,.«....�M... __..-..._-
Oral Report Taken by: Report Taken: Date Time
DWQ Requested an Additional Written I7opom o es 0 No'�
If Yes, What Addltloaal Information is Needed:
I �, SpillBypass Reporting Form W97

OCT 22 '97 11:35
PAGE 1
i
(Ptaase,Prial or Type - Usearh
Attmanta if Needed)
Pemtittee: THt✓ TUwt.! o F TC? 13 Permit Number: �
County: YCV0p'Ca
incident Started: Dated Time Incident Ended: Date -
Source of SpilyBypass (Check One): Sa ar ewer O tun tartan O astewater rcatment ant
Level of Treatment (Check One): ant: p m reatment p eco
�'Y_ reatrnent p� oon
Estimated Yolurne of SpillBypass: G, OoJ SAL- (A volume trust be given even if it is a rough estimate.)
Did the SPUMYpass reach the Surface Waters? es QW0-1 If yes, please list the foilowing:
Volume Reaching Surface Waters:CtnKC>M Sum Water Name:
Did the SpilyBypass result in a Fish Kill? O es a�6t�t�
eAsT 6AMK 'OF P(6E5!7f-S 4Z1%VjFR_, AFPwx, fdd 1=Wr Wozvi qe
PArZ K -:5'rfCe5f--'7r
Cause of they pil QMass-
AT&T FAX 5300
C.�a .4,`r M A u 4 a t o
c -77� g St p re r Je�j- iZ ,
Action?aken to Qntain spill CIe ri T v WastP ater•.e
:5" }mot L-L W4,5 DrtzE5"C'Yj,-`f'iz—
`M `'r Ira ®F 9A C-S *T-PA A -r GA t*j5er->
fjC..c�C-1Ki4E7rG d
Other Agencies Notified:_ C-'44 4 oA Pj o
Person Reportin pill/Bypass: P-c, re 2 L Y pry- Phone Number: 6, 48_- Z 3 43
S nature Date: {o - ZZ. ct7
Mrrr__r_rr ��......� �r
For DWQ UseOnly': _. _.... w-
Oral Report Taken by: Report Taken: Date Time
DWQ Requested an Additional Written Report: 10 Yes O o
If Yes. What Additional information is Needed: .
SPiUMYPass Reporting Form Hl97
OCT 2 2 199i ju

ORW Management Strategy
Rough Creek Watershed
Stream:
County:
Basin:
Subbasin:
Index No.:
USGS Map No.:
Current Class:
Proposed Class:
Rough Creek and all tributaries, from its source to the Canton Reservoir
Haywood
French Broad
040305
5-8-4-(1)
E 07 SE
WS-I
C ORW
Summary: Results from water quality sampling and resource analysis conducted by the Biological
Assessment Group indicate that Rough Creek and all tributaries, from its source to the
Canton Reservoir, qualifies for reclassification from Class WS-I to C ORW. These
findings are based on the stream's excellent water quality, and the existence of a
reproducing brook trout population. In addition, a wetland bog community supporting
rare plant species is located at the headwaters of Rough Creek, and there are plans to
establish a research and educational study site in the catchment, which has been
designated as a Natural Heritage Area by the NC Natural Heritage Program.
Strategy: The following standard management strategy is recommended for Rough Creek and
all tributaries, from its source to Canton Reservoir:
1. No new discharges or expansions 'of existing discharges shall be permitted.
2. Stormwater controls for all development activities requiring an Erosion and Sediment
Control Plan shall be required to follow the stormwater provisions as specified in 15A
NCAC 2H .1007:
A. Low DensitOption: Development shall be permitted pursuant to 15 NCAC
2H .1007(1)(a) if the development has:
1. built -upon area of 12 percent or less or proposes single family residential
development on lots of one acre or greater;
2. stormwater runoff transported primarily by vegetated conveyances;
conveyance system shall not include a discreet stormwater collection system;
and
3. a 30 foot wide vegetative buffer.
B. High Density Option: Higher density developments shall be permitted pursuant
to 15 NCAC 2H .1007(1)(b) if stormwater control systems meet the following
criteria:
1. control systems must be wet detention ponds or alternative stormwater
management systems designed in accordance with 15 NCAC 2H .1008; and
2. control systems must be designed to control runoff from all surfaces generated
by one inch of rainfall.

l Division of Water Quality
Biological Assessment Unit
Z(ORANDUM
9 January, 1998
To: Jimmie Overton
Through: Trish MacPherson-T;--
From: David Penrose
Subject: Rough Creek ORW Investigation, Haywood County
Attached is a final copy of the Rough Creek ORW investigation. The report contains a
management strategy for the stream from its headwaters to the Canton Reservoir.
cc: t:Eorrest-Westaff Ashe-v-MiYRe-�onal-- ffice
Liz Kovasckitz, DWQ Planning Branch

Stream Name
County
Rough Cr
Lower Double
Mineral Cr
E Pr Hickory
UT E Fk Pigeon
UT W F Pigeon
Collection Date
Haywood
9/97
Haywood
7/90
Buncombe
Madison
Haywood
Haywood
Collection Type
EPT
Full Scale
8/93
EPT
5/90
EPT
4/91
EPT
5/90
EPT
TRICHOPTERA (CONT)
RHYACOPHILA CAROLINA
C
C
RHYACOPHILA FUSCULA
R
R
C
RHYACOPHILA NIGRITA
A
R
A
R
R
RHYACOPHILA TORVA
R
C
C
SYMPHITOPSYCHE MACLEODI
C
A
R
SYMPHITOPSYCHE SLOSSONAE
A
C
R
WORMALDIA SPP
R

State of North Carolina
Department of Environment,
Health and. Natural Resources
Division of Water Quality
Jarnes,R, Hunt. Jr., C7,nVPrrinr
A. Preston Howard Jr., P.E., Director
Asheville Regional Office
�tr-�rv�z
WATER QUALITY SECTION
January 27, 1997
Mr. Roger Lyda
Town of Canton
Post Office Box 987
Canton, North Carolina 28716
Subject: Certified Operator and
Operators Regulations
Haywood County
Dear Mr. Lyda:
Per our telephone conversation last week, attached is a copy
of the North Carolina Administrative Code relative to certified
operators. It is obvious from the regulations that there must be
a classified wastewater treatment plant in order for a certified
operator to be required. Since the Town of Canton does not
operate a wastewater treatment plant, there is no requirement for
a certified operator.
If you have any questions concerning this matter, please do
not hesitate to contact me at 251-6208.
Sincerely,
z4f --�
7#
D. Keith Hayne
Environmental Specialist
Attachment
Interchange Building, 59 Woodfin Place �� FAX [phone]
Asheville, North Carolina 28801 N�.�C An Equal Opportunity/Affirmative Action Employer
Voice 704-251-6208 500% recycles/10% post -consumer paper

tate of North Carolina
Department of Environment,
Health and Natural Resources
Division of Water Quality
James B. Hunt; Jr., Governor
Jonathan B. Howes, Secretary
A. Preston Howard, Jr., P.E., Director
MR WILLIA.M G STAMEY
TOWN OF CANTON
PO BOX 987
CANTON, NORTH CAROLINA 28716 . ,
Dear MR STAMEY:
& LT--!FYVA
A 14 * a*
�EHNR
March 17, 1997
Subject: . Return of Incomplete Application
Ingles Market
Sewers -Private
Haywood County
In accordance with Division policy, the enclosed application package, which was received on March
13, 1997, is being returned as incomplete.
PLEASE NOTE THE ITEMS .CHECKED M BELOW MUST BE CORRECTED
PRIOR TO RESUBMITTAL OF SAID PROTECT
-TWO sets of plans/specifications signed and sealed by an N.C. Professional Engineer if
submitted for sewers. FIVE sets required for spray, sludge, recycle and groundwater.
. -Two copies of all required supporting material.
-Appropriately completed and signed application form plus one copy.
-Letter from current permit holder requesting name change.
-A recent letter of flow acceptance (SPECIFYING FLOW) or copy of Agreement from
owner of receiving treatment facility. This letter must be included in package when
re -submitted.
-Operational Agreement for sewers owned by individual residents, a homeowners
association, or a developer.
-Permit application processing fee, of $..00.. Fee must be included with package for
completeness.
� -OTHER ITEMS:
FLOW DATA: For historical data to be used in determining sewage flow, the previous
12 months of usage data must be submitted. This should include daily data for the peak
month if available.
Ap
_ty MAR 21,1997 L .
After all required submittal information has been obtained, the completedCti%plicaackage may be
resubmitted in accordance with the submittal instructions included on the'application form. Be sure to
submit all originally submitted information (and copies) along with the required additional information.
If you have any questions, please contact Rick Moore at [phone], ext. 527.
cc: AsbevilletRegional-Office Sincerely,
Roger M. Lyda, P.e. �1904_
, �/J
SERG Return Filet--
oleen H. Sullins, PE, Supervisor
- Permits & Engineering Unit
Pollution Prevention Pays
P.O. Box 29535, Raleigh. North Carolina 27626-0535 Telephone [phone] FAX [phone]
An Equal Opportunity Affirmative Action Employer
An Equal opportunity Affirmative AM omt:mpluyly

McGill
A S S O C I A T E S
October 25, 1996
Mr. Keith Haynes
North Carolina Department of Environment,
Health and Natural Resources
59 Woodfm Place
Asheville, North Carolina 28801
RE: Town of Canton
Permit Number WQ0011281
Highway 215 Project
Dear Keith:
i
OCT 281996 E
VVA.iFR C�Pti I.- SEC,'rri r
We have recently received a letter from the Division of Water Quality Raleigh Office
requesting a Certificate of Completion on the above -referenced project.
This letter is to notify you that the project has not been constructed as of this date.
However, we do anticipate that it will be constructed in the future.
If you require further information at this time, please notify our office.
Sincerely,
McGILL OCIATE .A.
JOI_J T. COXEY, E.
JTC: jlj
cc: Bill Stamey
95151.01/coney/kh25octU&
E n g i n e e r i n g • P l a n n i n g • F i n a n c e
McGill Associates, P.A. • P.O. Box 2259, Asheville, NC 28802 • 55 Broad Street, Asheville, NC 28801
704-252-0575 • FAX [phone]

E'��ttrh� ^r��'-_ ___ _ 11 •__
SN p '
October 21, 1996
WILLIAM STAMEY
CANTON, TOWN -NC 215 MAIN ST
TOWN OF CANTON
CANTON, NC 28716
SUBJECT: CERTIFICATE OF COMPLETION
PERMIT NO. WQ0011281
CANTON, TOWN -NC 215 MAIN ST
HAYWOOD COUNTY
Dear Permittee:
On September 11, 1995 the Division of Water Quality issued you the subject
permit. One of the conditions of the subject permit read as follows:
Upon completion of construction and prior to operation of this permitted
facility, a certification must be received from a professional engineer
certifying that the permitted facility has been installed in accordance
with the requirements of this permit and the approved plans and
specifications. Mail certification to the Permits and Engineering Unit,
P.O. Box 29535, Raleigh, N.C., 27626-0535.
To date, our records show that no certification has been received for the
subject permit. If the permitted sacility has been constructed and placed into
operation please submit the required certification immediately. Operation of
the treatment system prior to submission, of the required certification is in
violation of your permit and is subject to enforcement action. If you have any
questions, please contact your consulting engineer for this project, MCGILL
ASSOC at [phone]. If the facility has not been constructed, please
contact the Asheville Regional Office at [phone], so that they can update
their records.

State of North Carolina
Department of Environment,
Health and Natural Resources
Division of Water Quality
James B. Hunt, Jr., Governor
Jonathan B. Howes, Secretary
A. Preston Howard, Jr., P.E., Director
July 16, 1996
Dr. Garrett A. Smathers
Town of Canton
P.O. Box 987
Canton, NC 28716-0987
Dear Dr. Smathers:
A 4
�j e ..
C)EHNF1
p
� (8 I996
Subject: Rough Creek Watershed (Haywood County, French Broad River Basin)
Thank you for the opportunity to comment on the Town of Canton's interest in establishing the
Rough Creek watershed as an educational/research study site. As you are aware, the watershed is
currently classified as a WS-I water supply under North Carolina state government rules. This
means that the watershed is protected as an undeveloped water supply source thus minimizing the
risk of pollution from anthropogenic sources. Your letter informed us that the Town is no longer
using the watershed as a raw drinking water source, however, continued protection of this
watershed may be sought by you through the Outstanding Resource Waters supplemental
classification. Per your request, additional information concerning the ORW requirements will be
forthcoming.
We are very supportive of any efforts to protect North Carolina's vital natural resources, especially
on a local level. Public education is probably one of the most important factors, if we are to
continue to enjoy a healthy environment. We would certainly support and 'encourage local
programs, like the one proposed for Rough Creek, to foster environmental education.
If you have any questions or we may be of assistance, please do not hesitate to call me at (919)
733-5083, extension 500.
;1_1
erely,
P �
Steve W. Tedder, Chief
Water Quality Section
Rough Creek.ltr disk10
cc: +Arrest �N,��esta lDE''A'I20
Dennis Ramsey
Lisa Martin
P.O. Box 29535, Raleigh, North Carolina 27626-0535 Telephone [phone] FAX [phone]
An Equal Opportunity Affirmative Action Employer 50% recycled/ 10% post -consumer paper

CERTIFICATION OF PERMIT INACTIVATION
FACILITY NAME
PERMIT NO.
REGIONAL OFFICE
COUNTY
I CERTIFY Tll-�T I HAVE CONFIRMED BY
{�(} PERSONAL KNOWLEDGE
( I SITE VISIT
THAT THIS FACILITY NO LONGER NEEDS THE ABOVE
REFERENCED PERMIT BECAUSE THE FACILITY WAS
( I NEVER CONSTRUCTED
(>d ABANDONED
( I OTHER (PLEASE SPECIFY)
THIS PERMIT SHOULD BE DELETED FROM THE PERMIT
TRACKING SYSTEM AND THE DIVISION BILLING SYSTEM
AND IF NECESSARY INACTIVATED ON THE COMPLIANCE
MONITORING SYSTEM.
CERTIFIER'S NAME .
D ATE a2

~' State of North Carolina
Department of Environment;
Health and Natural Resources
Division of Environmental Management
James B. Hunt, Jr., Governor
Jonathan B. Howes, Secretary
A. Preston Howard, Jr., P.E., Director
April 17, 1996
Robert Phillips
Canton WTP, Town Of
P.O. Box 987
Canton, North Carolina 28716
Subject: Renewal of NPDES Permit No. NCO055956
Haywood County
Dear Permittee:
C)EHNIt'
The subject permit expires on 961130. North Carolina General Stature 143.215.1(c) requires that an application for
permit renewal be filed at least 180 days prior to the expiration date. As of the date of this letter, the Division of
Environmental Management has not received an application for renewal. If continuation of the permit is desired,
failure to request renewal at least 180 days prior to expiration will result in a civil assessment of at least $250.00.
Larger penalties may be assessed depending upon the delinquency of the request.
If operation of a discharge or waste treatment facility is to occur after the expiration date of the permit, or if
continuation of the permit is desired, it must not be allowed to expire. Operation of the waste treatment works or
continuation of a discharge after the expiration date would constitute a violation of NCGS 143-215.1 and could result in
assessment of civil penalties of up to $10,000 per day.
A renewal application shall consist of the following information:
1. A letter requesting the renewal.
2. The completed application form (copy attached), signed and submitted in triplicate.
3. A processing fee (see attached schedule) in accordance with 15A NCAC 2H .0105(b). The application processing fee
is based on the design or permitted flow, whichever is appropriate.
4. Primary industries listed in Appendix A of Title 40 of the Code of Federal Regulations, Part 122 shall also submit a
priority pollutant analysis in accordance with Part 122.21.
5. Facilities which have not been constructed within the last permit cycle and are therefore, considered "new"
facilities, shall also submit an Engineering Alternatives Analysis, referenced in 15A NCAC Subchapter 2H .0103 and
Subchapter 2B .0201(c).
6. If the facility covered by this permit contains some type of treatment works, a narrative description of the sludge
management plan must be submitted with the application for renewal.
In addition to penalities referenced above, a permit renewal request received after the expiration date will be
considered as a new application and will require the higher application fee.
15A NCAC 2H .0105(b)(2) requires payment of an annual Administrative and Compliance Monitoring fee for most
permitted facilities. You will be billed separately for that fee (if applicable), after your permit is approved.

State of North Carolina
Department of Environment,
Health and Natural Resources ArV41 n
Division of Environmental Management
James B. Hunt, Jr., Governor
Jonathan B. Howes, Secretary [D F= N F=?L
A., Preston Howard, Jr., P.E., Director
July 12, 1995
William Stamey, Town Manager
Town of Canton
Canton, North Carolina 28716
Subject: Application No. WQ0011281
Additional Information Request
Town of Canton
NC 215 / Main Street
Sanitary Sewer Improvements
Haywood County
Dear Mr. Stamey:
The Permits and Engineering Unit has completed an engineering review of the subject application.
The following items must be addressed before we can complete our review:
1. Please be advised that 15A NCAC 2H .0219 requires that the volume of wastewater flow to be
calculated at a rate of 120 GPD per bedroom, with a minimum or 240 GPD per home. Please
make the appropriate changes to page 2 of the application form and resubmit.
2. Please submit a recent flow acceptance letter (within the last year) from Champion International
Corporation acknowledging that the above wastewater volume is part of the 900,000 gallons
per day allocated to the Town of Canton. -
3. 15A NCAC 2H .0219 (h) (3) requires that at least one of the following shall be required for
every pump station:
(A) dual source or standby power supply on site or;
(B) telemetry systems with sufficient numbers of standby generators and personnel for
distribution or;
(C) approval by the Director that the pump station:
i) serves a private water distribution system which has automatic shutoff at ow —
failure and no elevated water storage tanks, and
ii) has sufficient storage capacity that no potential for overflow exists; and 919or�
iii) is connected to facilities that can tolerate septic wastewater due to prolonged_ detention
or,
(D) where the waters that would be impacted by a power failure are,classified as C, the
applicant may be allowed to show a history of power reliability that would demonstrate
that an alternative power source or other reliability measures would not be needed.
P.O. Box 29535, Raleigh, North Carolina 27626-0535 Telephone [phone] FAX [phone]
An Equal Opportunity Affirmative Action Employer 50% recycled/ 10% post consumer paper .

Refer to the subject permit application number when providing the requested information. Please
submit two (2) copies of all information to my attention at the address below. Also,
please note that failure to provide this additional information on or before August 11, 1995 will subject
your application to being returned as incomplete, in accordance with 15A NCAC 2H .0208.
If you have any questions on this matter, please call me at [phone] ext. 547.
Sincerely,
AW�1v&
Michael D. Allen
Environmental Engineer
State Engineering Review Group
cc: Asheville Regional Office, Water Quality
McGill Associates, P.A.
Permit File WQ0011281

State of North Carolina
Department of Environment,
Health and Natural Resources
Division of Environmental Management
James B: Hunt, Jr., Governor
Jonathan B. Howes, Secretary
Nann B. Guthrie, Regional Manager
Asheville Regional Office
�EHNF�
WATER QUALITY SECTION
July 25, 1995
Mr. Roger Lyda, Director
Department of Public works
Town of Canton
Post Office Box 987
Canton, North Carolina 28716
Subject: Compliance Sampling Inspection
Status: In Compliance
Rough Creek WTP
NPDES Permit No. NCO055956
Haywood County
Dear Mr. Lyda:
On June 27, 1995, I conducted a Compliance Sampling
Inspection at the Town of Canton's Rough Creek Water Treatment
Plant. The results of the analysis of the effluent sample
collected for Total Suspended Solids indicated compliance with
the subject NPDES Permit. A copy of the inspection report is
attached for your records.
If the plant has been taken out of operation as -planned,
please make sure that the Town submits a letter to this Office
requesting that the NPDES Permit be rescinded. If the Town
chooses to retain the Permit, it will be necessary for monitoring
reports to be submitted monthly indicating "no discharge".
If you have any questions concerning this matter, please do
not hesitate to contact me at 704-251-6208.
Sinc rely,
D. Keith Hay es
Environmental Specialist
Attachment
Interchange Building, 59 Woodfin Place, Asheville, N.C. 28801 Telephone [phone] FAX [phone]
An Equal Opportunity Affirmative Action Employer 50% recycled/ 10% post -consumer paper

United States En, ' nental Protection Agency
Form Approved
Wash i, D.C. 20460
OMB No. 2040-0003
_
EPA
Approval Expires 7-31-85
NPDES Compliance Inspection Report
Section A: National Data System Coding
Transaction Code NPDES yr/mo/day Inspection Type Inspector Fac Type
1 IN 1 2 u 3 1 NCO055956 11 12 95/06/27 17 18 IJ
19 IS 20 I ' l
Remarks
I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I
I I I I I I I I I I I
21 Reserved Facility Evaluation Rating BI QA
Reserved 46
N I 72 I N I 73 � 74
67 l� 69 70 � 3 � 71 Ionu
L�
75 80
Section B: Facility Date
Name and Location of Facility Inspected
Entry Time
Permit Effective Date
Town of Canton
10:00 am
940401
Rough Creek Water Treatment Plant
Exit Time/Date
Permit Expiration Date
Beaverdam Road
Haywood County, NC
10:15 am
961130
Name(s) of On -Site Rep resentative(s)/Title(s)
Phone No(s)
None
704-648-3414
Name, Address of Responsible Official
Title
Robert Phillips
Mayor
PO Box 987
Phone No.
Contacted
Canton, NC 28716
704-648-2362
No
Section C: Areas Evaluated During Inspection
S
Permit
Records/Reports
Facility Site Review
N
Flow Measurement
Laboratory
Effluent/Receiving Waters
N
Pretreatment
Compliance Schedules
Self -Monitoring Program
S
Operations & Maintenance
Sludge Disposal
Other:
N
N
N
N
S
S
M
Section D: Summary of Findings/Comments (Attach additional sheets if necessary)
The water treatment plant was in operation during this inspection. Effluent samples were collected for TSS analysis with results being 2 mg/I. Plans are for the
plant to be taken out of service as soon as new pumps are placed into operation which will pump water from the Town's main
water plant. It should be noted
that the Permit requires weekly monitoring for residual chlorine, this is not being conducted..
i
Name(s) and Signatur (s) o spector(s)
Agency/Office/Telephone
Date
D. Keith Haynes
DEM/ARO 704-251-6208
RS�WS—
Signat eviewer
Agency/Office
Date
DEM/ARO 704-251-6208
7
Aa i
Regulatory Office Use Only
Action Taken
Date
Comiliance Status
Noncompliance
Compliance

Permit No. WQ0011281
September 11, 1995
ENGINEER'S CERTIFICATW
I,
as a duly registered Professional Engineer in the State of North
Carolina, having been authorized to observe (periodically, weekly, full time) the construction of the
project, for the
Project Name 7 Location
Permittee hereby state that, to the best of my abilities, due care and diligence was used in the observation
of the construction such that the construction was observed to be built within substantial compliance and
intent of this permit, the approved plans and specifications, and other supporting materials.
Signature Registration No.
Date
4

14. This permit shall become voidable unless the agreement between the Town of Canton and
Champion International for the collection and final treatment of wastewater is in -full force and
effect.
Permit issued this the eleventh day of September, 1995
NORTH CAROLINA ENVIRONMENTAL, MANAGEMENT COMMISSION
al
A. Preston oward, Jr., P.E., Director
Division of Environmental Management
By Authority of the Environmental Management Commission
Permit Number WQ0011281

North Carolina
[ment of Environment,
v ..1Ith and Natural Resources
' ""vision of Environmental Management
James B. Hunt, Jr., Governor
Jonathan B. Howes, Secretary
A. Preston Howard, Jr., P.E., Director
September 11, 1995
William Stamey, Town Manager
Town of Canton
Canton, North Carolina 28716
Subject: Permit No. WQ0011281
Town of Canton
NC 215 - Main Street
Sewer Improvements
Haywood County
Dear Mr. Stamey:
In accordance with your application received July 10, 1995, we are forwarding herewith Permit
No. WQ0011281 dated September 11, 1995, to the Town of Canton for the construction and operation of
the subject wastewater collection extension.
This permit shall be effective from the date of issuance until rescinded and shall be subject to the
conditions and limitations as specified therein.
If any parts, requirements, or limitations contained in this permit are unacceptable, you have the
right to request an adjudicatory hearing upon written request within thirty (30) days following receipt of
this permit. This request must be in the form of a written petition, conforming to Chapter 150B of the
North Carolina General Statutes, and filed with the Office of Administrative Hearings, P.O. Drawer
27447, Raleigh, NC 27611-7447. Unless such demands are made this permit shall be final and binding.
One set of approved plans and specifications is being forwarded to you. If you need additional
information concerning this matter, please contact Mr. Michael D. Allen at [phone] ext. 547.
Sincerely,
`t
A. Preston Howard, Jr., P.E.
CC, Haywood County Health Department
�ASh�v�le Regi0nal Of�ice,�N titer Quality Section ,
1�cG'�l Assoc�at�s,�,A,

14. This permit shall bed. -,!-, voidable unless the agreement bey.,__ -yen the Town of Canton an
Champion International for the collection and final treatment of wastewater is in full force and
effect. -
Permit issued this the eleventh day of September, 1995
NORTH CAROLINA ENVIRONMENTAL MANAGEMENT COMMISSION
A. Preston Howard, Jr., P.E., Director
Division of Environmental Management
By Authority of the Environmental Management Commission
Permit Number WQ0011281
jeded jewnsuoo-;sod %ot /pOIDAM %09
6t66-eeZ-6t6 XV=l E809-001--6t6 auoydejel
�(IUnpodd0 lenb3 uy
WO LUB UOROd BAI��IUJI�jd �' AI8 ed '9E96Z X08 0 d
9£50.9Z9LZ 80110go uu4N u ,

WILLIAM G. STAMEY
CANTON, TOWN-BEAVERDAM INDUST
PO BOX 987
CANTON, NC 28716
Dear Permittee:
On January
the subject permit
follows:
February 19, 1996
SUBJECT: CERTIFICATE OF COMPLETION
PERMIT NO. WQ0010221
CANTON, TOWN-BEAVERDAM INDUST
HAYWOOD COUNTY
12, 1995 the Division of Environmental Management issued you
. One of the conditions of the subject permit read as
Upon completion of construction and prior to operation of this permitted
facility, a certification must be received from a professional engineer
certifying that the permitted facility has been installed in accordance
with the requirements of this permit and the approved plans and
specifications. Mail certification to the Permits and Engineering Unit,
P.O. Box 29535, Raleigh, N," ., 27626-0535.
To date, our records show tha.� no certification has been received for the
subject permit. If the permitted facility has been constructed and placed into
operation please submit the required certification immediately. Operation of
the treatment system prior to submission of the required certification is in
violation of your permit and is subject to enforcement action. If you have any
questions, please contact your consulting engineer for this project, MCGILL
ASSOCIATES at [phone]. If the facility has not been constructed, please
contact the Asheville Regional Office at [phone], so that they can update
their records.

McGM
ASSOCIATES
February 26, 1996
Ms. Carolyn McCaskill, Supervisor
State Engineering Review Group
North Carolina Division of Environmental Health and Natural Resources
Division of Environmental Management
Post Office Box 29535
Raleigh, North Carolina 27626-0535
RE: Permit No. WQ0010221
Town of Canton
Haywood County
Dear Ms. McCaskill:
This is to notify you that the above referenced project has not yet been constructed. It
has, however, been recently advertised for bids and will be under construction within
approximately 2 to 3 months.
Sincerely,
McGILL ASSOCIATES, P. A.
JOHN T. COXEY, P. E.
JTC :ld
93328.00/cm26feb6. doc
cc: Bill Stamey
Max Haner
E n g i n e e r i n g P l a n n i n g F i n a n c e
McGill Associates, P.A. • P.O. Bar 2259, Asheville, NC 28802 • 55 Broad Street, Asheville, NC 28801
704-252-0575 • FAX [phone]

D��n n�D
JAN 2 41996
January 19, 1996
THOMAS BRANSON WOOD
WOOD CREEK -WOOD CREEK FLUME
RT. 1 BOX 265
CANTON, _NC 28716
SUBJECT: PERMIT NO. WQ0005577
WOOD CREEK -WOOD CREEK FLUME
HAYWOOD COUNTY
Dear Permittee:
Our files indicate that the subject permit issued on 11/19/91 expires on
10/31/96. We have not received a request for renewal from you as of this date. '
A renewal request shall consist of a letter requesting .renewal and completion of
the enclosed application, submitted in triplicate. A processing fee must be submitted
with the request. Please find attached a copy of the 15 NCAC 2H .0205(c) regulations.
The processing fee for your facility is based on the design or permitted flow,
whichever is appropriate, listed in the first four categories of facilities. Sludge
renewals are based on total acres of land permitted. If the facility covered by this
permit contains some type of treatment works, a narrative descripton of the sludge
management plan that is in erect at the facility must be submitted with the
application for renewal.
The Environmental Management Commission adopted revised rules on October 1, 1990
(attached), requiring the payment of an annual fee for most permitted facilities. You
will be billed separately for that fee (if applicable), after your permit is approved.
Please be advised that this permit must not be allowed to expire. If the renewal
request is not received within 180 days prior to the permit's expiration date as
required by 15 NCAC 2H .0211, you will be assessed an automatic civil penalty. This
civil penalty by North Carolina General Statute may be as much as $10,000 per day. If
a permit renewal request is not received 180 days before permit expiration, a civil
penalty of at least $250 will be assessed. Larger penalties may be assessed depending

Canton Mill
Box C-10
Canton, North Carolina 28
l
Champion
v Champion International Corporation
January 31, 1995
Mr. Keith Haynes
North Carolina Department of Environment,
Health and Natural Resources
Water Quality Section
59 Woodfin Place
Asheville, NC 28801
Dear Mr. Haynes. -
Attached is the Town of Canton wastewater agreement you requested from
Champion International Corporation's Canton Mill. The agreement was
executed on February 28, 1964 and amended on February 26, 1990.
If you have any questions or need additional information, please call me at (704)
646-2318.
Sincerely,
� a0, �'
Derric Brown
Environmental Supervisor
DB/jab
Attachment
p 2N� T--
FFB ! 3 1995
WATER ppUALITY SECTION
ASHEVILLE REGIONAL OFFICE

U UA 1 - I V '
Canton, North Carolina 28716
704 646-2830
A t J. n. rMlydLNLn Y
Vice President —Operations Manager
Canton Mill
V Champion
Champion International Corporation
February 26, 1990
Mr. William G. Stamey
Manager
Town of Canton
Canton, North Carolina 28716
Dear Mr. Stamey:
Pursuant to your inquiry regarding an Economic
Development Assistance Grant, Champion International
Corporation agrees to allow the Town of Canton to
increase its wastewater volume by 300,000 gallons per
day. This allowance brings the total allowable
volume to 900,000 gallons per day (dry weather), and
is subject to the terms and conditions of the present
agreement, dated February 28, 1964, as the same may
be modified or superseded by future agreement between
Champion and the Town of Canton.
This additional volume, and that already collected in
the Town of Canton municipal sewer system, will be -
treated in the wastewater treatment system owned and
operated by Champion International -Corporation in
Canton.
If you require further information, please contact me
directly.
Sincerely,
J. Ross Kilpatrick _
Vice President - Operations Manager
tr.

State of North Carolii
Department of Enviru, i, nent,
Health and Natural Resources
ivision of Environmental Management
James B. Hunt, Jr., Governor
Jonathan B. Howes, Secretary
A. Preston Howard, Jr., P.E., Director
December
Mr. William G. Stamey, Town Manager
Town of Canton
Post Office Box 987
Canton, North Carolina 28716
Subject:
Dear Mr. Stamey:
A&I , X?FA
T4 I**
E H N F1
WQ0010221'r.%,.I;.
Additional Informa
Beaverdam Industr.'
Sewer Extension
Haywood County
Park
The Permits and Engineering Unit has completed a preliminary engineering review of the
subject application.
The following items must be addressed before we can complete our review:
1. The Submitted application package indicates that 75,000 GPD of the proposed
flow is an estimate. State laws and regulations require the Division to protect
the treatment capacity of wastewater treatment plants. This is done by
regulation and justifiable estimate of all new wastewater flows. This is nearly
impossible to do when considering the unknown facilities that will be built in
unrestricted industrial parks. Please provide a detailed description of how this
proposed 75,000 gpd flow figure is arrived at, and please provide an
acceptable justification/description of how the unknown industrial park flows
will be controlled so the 75,000 gpd is not exceeded.
2. The submitted application curiously indicates the design velocities of the
proposed sewer line as just a zone of greater'than or less than the standard
limits. Usually it is part of the design process to figure what the likely
velocities will be, as provided in most all other sewer permit applications the
Division receives. Please provide a brief explanation of why a wide zone of
velocities is stated and not the usual close estimate based on the regulations.
3. Plan Sheet 3 of 8, of the submitted plans shows the sewer and a manhole very
close to the corner of a residence. Please confirm that the required buffer from
the house foundation or the buffer from the basement is being provided for all
buildings on this sheet.
4. Plan Sheet 3 of 8, of the submitted plans shows the a stream crossing that "by
inspection" may be in violation of state requirements of pipe protection. Please
provide information that confirms this sewer crossing is likely to be above the
25 year flood for the stream it crosses, or is protected by being below the
j W stream bottom, or confirms some protective measure that is equal or better.
P.O. Box 29535, Raleigh, North Carolina 27626-0535 Telephone [phone] FAX [phone]
An Equal Opportunity Affirmative Action Employer 50% recycled/ 10% post -consumer paper
arm. —.dW-

Also, pease identify the name and water body cs....,.,ification of the stream that
is being crossed. Listed in references, one of the streams emptying into
Beaverdam Creek, in this area, is classified as WS I (drinking water), which
State Law forbids any sewer in it's watershed area.
Refer to the subject permit application number when providing the requested information.
Also, please note that failure to provide this additional information on or before January 3, 1995,
will subject your application to being returned as incomplete in accordance with 15 NCAC 2H
.0208.
If you have any questions on this matter, please call me at 919/ 733-5083.
Sincerely,
John Seymour
Environmental Engineer I
cc: Asheville Regional Office
Haywood County Health Department
McGill Associates, P.A.

State of North Carolina
Department of Environment,
Health and. Natural Resources
.Division of Environmental Management
James B. Hunt, Jr., Governor
Jonathan B. Howes, Secretary
Nann B. Guthrie, Regional Manager
Asheville Regional Office
WATER QUALITY SECTION
June 16, 1994
Mr. Roger-Lyda, Director
Department of Public Works
Town of Canton
Post Office Box 987
Canton, North Carolina 28716
Subject: Compliance Sampling Inspection
Status: In Compliance
Rough Creek Water Treatment
Plant
NPDES Permit Number NCO055956
J,Ha7oodywCounty
L
Dear Mr. Lyda:
On June 1, 1994, I conducted a Compliance Sampling Inspection
at the Town of Canton's Rough Creek Water Treatment Plant. Results
of the analyses of the effluent samples collected during the
inspection indicated compliance with the subject NPDES permit. A
copy of the inspection report is attached for your records.
It is my understanding that the plant will no longer be
operated by July of 1994. If this is true, the Town should either
submit a letter to this Office requesting that the NPDES Permit be
rescinded, or if the Town wishes to retain the Permit, it should
continue to submit monthly monitoring reports showing no discharge.
If you have any questions concerning this matter, please do
not hesitate to contact me at 704-251-6208.
Sin erely,
i'
D. Keith Hayne
Envrionmental Specialist
Attachment
DKH
Interchange Building, 59 Woodfin Place, Asheville, N.C. 28801 Telephone [phone] FAX [phone]
An Equal Opportunity Affirmative Action Employer 50% recycled/ 10% post -consumer paper

United tes Environmental Protection A cy
Washington, D.C.
EPA NPDES Compliance Inspection Report
Section A: National Data Data System Coding
I Formed Approved
1 OMB No.2040-0003
I Approval Exp.7/31/851
I
.ransaction Code NPDES yr/mo/day Inspection Type Inspector Fac Type
1INI 2151 31NG0055956 Ill 121940601 117 181SI 191SI 20111
Remarks
'•11_I_I_I_I_i_I_I_I_I_I_I_I_I_I_I_I_I_I_I_I_I_I_I_I_I_I_I_I_I_I_I_I_I_I_I_I_I_I_I_I_I_I_I_I_166 i
Reserved Facility Evaluation Rating BI QA------------ Reserved-----------
'1_I_1_I69 70141 711_1 721_1 731_1_174 751_1_1_1_I_1_I80
Section B: Facility 'Data
Name and Location of Facility Inspected
Town of Canton
Rough Creek Water Treatment Plant
Beaverdam Road
Haywood County, NC
Jame(s) of On -Site Representatives(s) ] Title(s)
None I
dame,Address of Responsible Official
Robert Phillips
PO Box 987
Canton, NC 28716
S IPermit
N_1Records &
_S_IFacility
(Entry Time(X)am( )pmlPermit Effective Date[
1 10:00 1 April 1, 1994 1
I I I
]Exit Time/Date [Permit Expires/Date
940601 [ November 30, 1996
IPhone No(s) 1
I I
I
I
I
(Contact Yes_No_X_ I
I I
Section C: Areas Evaluated During Inspection I
(S=Satisfactory, M=Marginal, U=Unsatisfactory, N=Not Evaluated) V
Title
Mayor
] Phone No. 704-648-2362
I
[ N_IFlow Measurement I _N_IPretreatment
Reports 1 _N_ILaboratory 1 _N_1Compliance Sch.
Site Rev.I _S_lEff/Receiving Waters I_S_1Self-Monitoring
I
I _S_ 1 Operation & Main.
1 _N_1Sludge Disposal I
I _ _(Other: I
Section D: Summary of Findings/Comments(Attach additional sheets if necessary)
The water treatment plant was in operation during the inspection. Effluent samples were
collected for TSS and settleable solids analyses. TSS results = 8 mg/1 and settleable
solids = <0.2 ml/l. The Town plans to stop using the plant by July of this year.
game(s) & Signatur of Inspector(s) 1 Agency/Office/Telephone
D. Keith Haynes I DEM/Asheville/704-251-6208
I
I
5' ur of eviewer I Agency/Office/Telephone
[ DEM/ARO/704-251-6208
I
Regulatory Office Use Only
Action Taken I Date
I
Date
June 15, 1994
I I
I
I I
Date 1
I I
I I
] Compliance Status 1
111Nnnr•mmn_ I Irmm-n_

SOC PRIORITY- .OJECT: Yes No XX
IF YES, SOC NUMBER
TO: PERMITS AND ENGINEERING UNIT
WATER QUALITY SECTION
ATTENTION: Susan Robson
DATE: December 15, 1993
NPDES STAFF REPORT AND RECOMMENDATION
COUNTY Haywood
PERMIT NUMBER NCO055956
PARTI - GENERAL INFORMATION
Facility and Address:
2.
Kp
Mailing Address:
Town of Canton
Rough Creek Water Treatment Plant
Route 1 Beaverdam Road
Canton, North Carolina 28716
Town of Canton
Post Office Box 987
Canton, North Carolina 28716
Date of Investigation: December 15, 1993
Report Prepared By: Max L. Haner
4. Persons Contacted and Telephone Number: Roger Lyda, Director
Dept of Public Works
[phone]
5. Directions to Site: From the intersection of NCSR 1613 & 1616
north of Canton, travel west 0.4 mile to NCSR 1617. Travel north
on NCSR 1617 for a distance of .3 mile to end of state pavement
which begins the private road entrance to the water filter
plant. Water filter plant is located 0.5 mile north of this
location in Haywood County.
6. Discharge Point(s), List for all discharge points:
Latitude: 350 35' 16" Longitude: 820 50' 35"
Attach a USGS map extract and indicate treatment facility site and
discharge point on map.
U.S.G.S. Quad No. E7SE U.S.G.S. Quad Name Canton, N.C.
Page 1

7. Site size and expansion area consistent with application? 1 acre
_XX_ Yes No If No, explain: (est)
8. Topography (relationship to flood plain included): Estimate
average 20% slope to south, not in flood plain
9. Location of nearest dwelling: >200 Ft (est)
10. Receiving stream or affected surface waters: Rough Creek
a. Classification: C HQW
b. River Basin and Subbasin No.: French Broad, 040305
C. Describe receiving stream features and pertinent downstream
uses: Agriculture, Wildlife
PART II - DESCRIPTION OF DISCHARGE AND TREATMENT WORKS
1. a. Volume of wastewater to be permitted N/A MGD (Ultimate
Design Capacity) Filter backwash normally measures at
approximately 0.0125 MGD. Flow is not a limited parameter in
water treatment plant permits.
b. What is the current permitted capacity of the Wastewater
Treatment facility? N/A
C. Actual treatment capacity of the current facility (current
design capacity N/A
d. Date(s) and construction activities allowed by previous
.. Authorizations to Construct issued in the previous two years:
e. Please provide a description of existing or substantially
constructed wastewater treatment facilities: As result of the
high grade of stream and relatively undeveloped watershed (WS
I drainage basin), filter backwash occurs at a frequency such
that discharge concentrations for TSS, Settleable Solids, pH,
and Turbidity do not exceed secondary effluent limits. No
treatment facility is provided at this time.
Sediment from settling -basin preceding the plant is cleaned
by vacuum truck with waste material transported to Champion's
wastewater treatment facility.
f. Please provide a description of proposed wastewater treatment
facilities: None
g. Possible toxic impacts to surface waters:
h. Pretreatment Program (POTWs only):
in development approved
should be required not needed
DaRo I

V
2. Residuals handling and utilization/disposal scheme: N/A
a. If residuals are being land applied, please specify DEM
Permit Number
Residuals Contractor
Telephone Number
b. Residuals stabilization: PSRP PFRP OTHER
C. Landfill:
d. Other disposal/utilization scheme (Specify):
3. Treatment plant classification (attach completed rating sheet):
N/A - No treatment facility
4. SIC Codes(s): 4941
Wastewater Code(s) of actual wastewater, not particular facilities
i.e., non -contact cooling water discharge from a metal plating
company would be 14, not 56.
Primary 21 Secondary
Main Treatment Unit Code: N/A
PART III - OTHER PERTINENT INFORMATION
1. Is this facility being constructed with Construction Grant Funds
or are any public monies involved. (municipals only)? No
2. Special monitoring or limitations (including toxicity) requests:
None
3. Important SOC, JOC, or Compliance Schedule dates: (Please
indicate)
Date
Submission of Plans and Specifications
Begin Construction
Complete Construction
4. Alternative Analysis Evaluation: Has the facility evaluated all
of the non -discharge options available. Please provide regional
perspective for each option evaluated. N/A
Spray Irrigation:
Connection to Regional Sewer System:
Subsurface:
Other disposal options:
5. Other Special Items:
Da". z

PART IV - EVALUATION AND RECOMMENDATIONS
The water treatment plant filter backwash routinely is in
compliance with permit limits. It is recommended that the permit
go to public notice and be issued as requested.
Signature of Repor eparer .
Water Quality Regional Supervisor
Date
Page 4

U
/1irC• U<ri 1�1
RATING SCALE FOR CLASSIFICATION OF WATER POLLUTION CONTROL SYSTEMS
Name of Facility -
Owner or Contact Person: 1210 LAG(&
Mailing Address: Poeo r 1 Cam. -��;�. ,� C— 2,f-7t
County: cc Telephone: 704-- 6 4& 2--�6 3
Present Classification: oQur 2r477, eo New Facility Existing Facility �
NPDES Per. No. NC00 55)S fc Nondisc. Per. No -WO. Health Dept.Per No.
Rated by: MLQ0'"-4­ Telephone: Date: « /S-S3
Reviewed by: Health Dept. Telephone:
Regional Office Telephone:
Central Office Telephone:
ORC: Grade: Telephone:
Check Classification(s): Subsurface Spray Irrigation Land Application
Wastewater Classification: (Circle One) 1 11 III IV Total Points: /jA/
-------------------------------------------
IU __LuctJTl i i=C I i S
IMPLANT PROCESSES AND RR ATED CONTROL EQUIPMENT WHICH ARE AN INTEGRAL PART OF INDUSTEILAL PRODUCTION SAW I NOT RF
CONSIDERED WASTE TREATMENT FOR THE PURPOSE OF CLASSIFICATION ALSO SEPTIC TAW SYSTEMSCONSISTING ONLYOFSEPTIC TAW
AND GRAVITY NITRIFICATION LINES ARE EXEMPT FROM CLASSIFICATION.
--------------------------
SUBSURFACECLASSIFI ATION
(check all units that apply)
1. septic tanks
2. pump tanks
3. siphon or pump -dosing systems
4. sand filters
5. grease trapAnterceptor
6. oil/water separators
7. gravity subsurface treatment and disposal:
8. pressure subsurface treatment and disposal:
SPRAY IRRIGATION CLASSIFICATION
(check all units that apply)
1. preliminary treatment (definition no. 32 )
2. lagoons
3. septic tanks
4. pump tanks
5. pumps
6. sand filters
7. grease traplinterceptor
a. oil/water separators
9. disinfection
10. chemical addition for nutrient/algae control
11. spray irrigation of wastewater
In addition to the above classifications, pretreatment of wastewater in excess of these components shall
be rated using the point rating system and will require an operator with an appropriate dual certification.
LAND APPLICATION/RESIDUALS CLASSIFICATION (Applies only to permit holder)
1. Land application of biosolids, residuals or contaminated soils on a designated site.
------------------------------------------------------
WASTEWATER TREATMENT FACILITY CLASSIFICATION
The following systems shall be assigned a Class I classification, unless the flow is of a significant quantity or the technology is unusually
complex, to require consideration by the Commission on a case -by -case basis: (Check if Appropriate)
1. Oil/water Separator Systems consisting only of physical separation, pumps and disposal;
2. Septic Tank/Sand Filter Systems consisting only of septic tanks, dosing apparatus, pumps,sand filters, disinfection
and direct discharge;
3. Lagoon Systems consisting only of preliminary treatment, lagoons, pumps, disinfection, necessary chemical treatment for
algae or nutrient control, and direct discharge;
4. Closed -loop Recycle Systems;
5. Groundwater Remediation Systems consisting only of oillwater separators, pumps, air -stripping, carbon adsorption, disinfection
and dispos,J;
6. Aquaculture operations with discharge to surface waters;
7. Water Plant sludge handling and back -wash water treatment;
8. Seafood processing consisting of screening and disposal.
9. Single-family discharging systems, with the exception of Aerobic Treatment Units, will be classified it permitted after July 1,
1993 or N upon inspection by the Division, it is found that the system is not being adequately operated or maintained. Such
systems will be notified of the classification or reclassification by the Commission, in writing.

15 Electrodlal sls. Process for removing' salts from water through the use of ion -selective Ion-eA�nge membranes:
( ) Y ring sludge; (16) Filter Press. A process operated mechanically for partially dewateri stud
117) Foam Separation. The planned frothing of wastewater or wastewater effluent as a means of removing excessive amounts of detergent materials through
the introduction of air In the form of fine bubbles; also called foam fractionation;
(18) Grit Removal. The process of removing grh and other Heavy mineral matter from wastewater;
(19) Imhoff Tank. A deep two story wastewater tank consisting of an upper sedimentation chamber and a lower sludge digestion chamber.
(20) Instrumented Flow Measurement. A device which Indicates and records rate Ot flow;
(21) Ion Exchange. A chemical process in which ions from two different molecules are exchanged;
(22) Land application:
(a) Sludge Disposal. A final sludge disposal method by which wet sludge may be applied to land either by spraying on the surface or by subsurface injection
(i.e.. chisel plow); [not applicable for types of sludge described in (11) of this Rule];
(b) Treated Effluent. The process of spraying treated wastewater onto a land area or other methods of application of wastewater onto a land area as a
meads of final disposal or treatment;
(23) Microscreen. A low speed, continuously back -washed, rotating drum fitter operating under gravity conditions as a polishing method for removing
suspended solids from effluent;
(24) Nitrification Process. The biochemical conversion of unoxidized nitrogen (ammonia and organic nitrogen) to oxidized nitrogen (usually nitrate);
(25) Nitrogenous Stage. A separate stage of wastewater treatment designed for the specific purpose of converting ammonia nitrogen to nitrate nitrogen;
(26) Phosphate Removal, Biological. The removal of phosphorus from wastewater by an oxiclanoxic process designed to enhance luxury uptake of phosphorus
by the microorganisms;
(27) Polishing Pond. A holding pond following secondary treatment with sufficient detention time to allow settling of finely suspended solids;
(28) Post Aeration. Aeration following conventional secondary treatment units to Increase effluent D.O. or for any other purpose;
(29) Post Aeration. (Cascade) A polishing method by which dissolved oxygen is added to the effluent by a nonmechanical, gravity means of flowing down a
series of steps or weirs; The flow occurring across the steps or weirs moves in a fairly thin layer and the operation of the cascade requires no operator
adjustment; thus, zero points are assigned even though this Is an essential step to meeting the limits of the discharge permit;
(30) Powdered to Granular Activated Carbon Feed. A biophysical carbon process that utilizes biological activity and organic absorption by using powdered or
granular activated carbon; Virgin or regenerated carbon Is feed controlled Into the system;
(31) Preaeration. A tank constructed to provide aeration prior to primary treatment;
(32) Preliminary Units. Unit operations in the treatment process, such as screening and comminution, that prepare the liquor for subsequent major operations;
(33) Industrial Pretreatment.
(a) Pre-treatment Unit, Industrial. The conditioning of a waste at its source before discharge, to remove or to neutralize substances Injurious to sewers and
treatment processes or to effect a partial reduction in load on the treatment process which is operated by the same governing body as the wastewater
treatment plant being rated;
b) Pre-treatment Program, Industrial - must be a State or EPA required program to receive points on the rating sheet;
(34) Primary Clarifiers. The first settling tanks through which wastewater is passed In a treatment works for the purpose of removing settleable and suspended
solids and BOD which is associated with the solids;
(35) Pumps. All influent, effluent and in -plant pumps;
(36) Radiation. Disinfection or sterilization process utilizing devices emitting ultraviolet or gamma rays;
(37) Reverse Osmosis. A treatment process in which a heavy contaminated liquid is pressurized through a membrane forming nearly pure liquid free from
suspended solids;
(38) Rotating Biological Contractors. A fixed biological growth process In which wastewater flows through tanks in which a series of partially submerged circular
surfaces are rotated;
(39) Sand Filters:
(a) Intermittent Biological. Filtration of effluent following septic tanks, lagoons, or some other treatment process In which further blodecomposhlon is
expected to produce desired effluents; Hydraulic loading rates on these filters are computed In gpd/ac and have a resulting low gpm/st (less than one);
b) Recirculating biological - the same type of sand filter as defined in Subparagraph (39) (a) of this Rule with the added capability to recycle effluent back
through the sand filter;
(40) Sand or Mixed -Media Fitters. A polishing process by which effluent limits are achieved through a further reduction of suspended solids;
(a) low rate — gravity, hydraulically loaded filter with loading rates in the one to three gprr/sf range;
(b) high rate — a pressure, Hydraulically loaded filter with loading rates in the five gpm/sf range; At any rate, the loading rate will exceed three gprr✓s1;
(41) Secondary Clarifiers. A tank which follows the biological unit of treatment plant and which has the purpose of removing sludges associated with the
biological treatment units;
(42) Separate Sludge Reaeratfon. A part of the contact stabilization process where the activated sludge Is transferred to a tank and aerated before returning it
to the contact basin;
(43) Septic Tank. A single -story settling tank In which settled sludge is in contact with the wastewater flowing through the tank; shall not be applicable for
septic tank systems serving single family residences having capacity of 2,000 gallons or less which discharge to a nitrification field-
(44) Sludge Digestion. The process by which organic or volatile matter and sludge is gasified, liquefied, mineralized or converted Into more stable organic matter
through the activity of living organisms, which Includes aerated holding tanks;
(45) Sludge Drying Beds. An area comprising natural or artificial layers of porous materials upon which digested sewage sludge Is dried by drainage and
evaporation;
(48) Sludge Elutriation. A process of sludge conditioning In which certain constituents are removed by successive washings with fresh water or plant effluent;
(47) Sludge Gas Utilization. The process of using sewage gas for the purpose of heating buildings, driving engir(es, etc.;
(48) Sludge Holding Tank (Aerated and Nonaerated). A tank utilized for small wastewater treatment plants not containing a digester In which sludge may be
kept fresh, and supernatant withdrawn prior to a drying method (i.e. sludge drying beds); This may be done by adding a small amount of air simply to keep the
sludge fresh, but not necessarily an amount that would be required to achieve stabilization of organic matter. A nonaerated tank would simply be used to
decant sludge prior to dewatering and would not allow long periods (several days of detention) without resulting odor problems;
(49) Sludge Incinerators. A furnace designed to bum sludge and to remove all moisture and combustible materials and reduce the sludge to a sterile ash;
(50) Sludge Stabilization (Chemical or Thermal). A process to make treated sludge less odorous and putrescble, and to reduce the pathogenic organism
content; This may be done by pH adjustment, chlorine dosing, or by heat treatment;
(51) Sludge Thickener. A type of sedimentation tank In which the sludge Is permitted to settle and thicken through agitation and gravity;
(52) Stabilization Lagoon. A type of oxidation lagoon in which biological oxidation of organic matter is effected by natural transfer of oxygen to the water from
air (not a polishing pond);
(53) Stand -By Power Supply. On she or portable electrical generating equipment;
(54) Static Screens. A stationary screen designed to remove solids, including non biodegradable particulate (floatable solids, suspended solids and BOD
reduction) from municipal and industrial wastewater treatment systems;
(55) Tertiary Treatment. A. stage of treatment following secondary which is primarily for the purpose of effluent polishing; A settling lagoon or sand or coal filter
might be employed for this purpose;
(56) Thermal Pollution Control Device. A device providing for the transfer of heat from a fluid flowing In tubes to another fluid outside the tubes, or vice versa;
or other means of regulating liquid temperatures;
(57) Thermal Sludge Conditioner. A conditioning process by which Heat Is added for a protracted period of time to improve the dewaterability of sludge by the
solubilizing and hydraulizing of the smaller and more highly Hydrated sludge particles;
(58) Toxic Materials. Those wastes or combinations of wastes. Including disease -causing agents which after discharge and upon exposure, ingestion, Inhalation
or assimilation Into arty organism, either directly from the environment or indirectly by ingestion through food chains, will cause death, disease, behavioral
abnormalities, cancer, genetic mutations, physiological malfunctions (Including malfunctions In reproduction) or physical deformations, In such organisms or their
offspring; Toxic materials Include, by way of Illustration and not limitation: lead, cadmium, chromium, mercury, vanadium, arsenic, zinc, ortho-nhro-cNo robe nzene
(ONCB), polychlorinated biphenyls (PCBs) and dichiorodiphenyl trichloroethane (DDT); and any other materials that have or may hereafter be determined to have
toxic properties-
(59) Trickling Fitter. A biological treatment unit consisting of a material such as broken stone or rock over which wastewater is distributed; A high rate trickling
filter Is one which operated at between 10 and 30 mgd per acre. A low rate trickling filter is one which is designed to operate at one to four mgd per acre;
(60) Trickling Fitter (Packed Tower). A plug flow type of operation In which wastewater flows down through successive layers of media or filtrate material; Organic
material is removed continually by the active biological fixed growth In each successive layer. This method may produce "secondary' quality effluent, or may be
adapted to produce a nitritled effluent;
(61) Vacuum Filter, Centrifuges, or Filter Presses. Devices which are designed to remove excess water from either digested or undigested sludge prior to disposal
or further treatment.

UNITED STATES
RIOR
1332
Z....,
�a
n�+
lu
am
133
50'
TENNESSEE VALLEY AUTHORITY
MAPPING SERVICES BRANCH
4455 /// NE
335 (SANDYMUSH 183-NE)
IF
rill,
fG
j
1 L/ e

a.., State of North Carolina
Department of Environment,
Health and Natural Resources ` •
Division of Environmental Management
James B. Hunt, Jr., Governor
Jonathan B. Howes, Secretary ID �'--i N
A Preston Howard, Jr., P.E., Director
November 16, 1993 G�
NOV 18 I993
Mr. ROGER M LYDA ?� L�INpTER OUALi'f'' SECT 10�9
Y Y ` ROUGH CREEK WATER TREATMENT PLANT �SHEVItEE REGIONAL OFFICE
ROUTE 1, BEAVERDAM ROAD
CANTON, NC 28716
Subject: Application No. NCO055956
ROUGH CREEK WTP
Haywood County
Dear Mr. LYDA:
The Division's Permits and Engineering Unit acknowledges receipt of your permit application and
supporting materials received on November 4, 1993. This application has been assigned the number.. -
shown above. Please refer to this number when makinginquiries on this project.
Your project has been assigned to Susan Robson for a detailed engineering. review. A technical
acknowledgement will be forthcoming. If this acknowledgement is not received within thirty (30)
days, please contact the engineer listed above.
Be aware that the Division's regional office, copied below, must provide recommendations from the
Regional Supervisor for this project prior to final action by the Division.
I am, by copy of this letter, requesting that our Regional Office Supervisor prepare a staff report and
recommentations regarding this discharge. If you have any questions regarding this application,
please contact the review person listed above.
,Sincerely,
qjo,� &C, 9' &vLw
Coleen H. Sullins, P.E.
Supervisor, Permits and Engineering Unit
Pollution Prevention Pays
P.O. Box 29535, Raleigh, North Carolina 27626-0535 Telephone [phone]
An Equal Opportunity Affirmative Action Employer
Vvf

limp
NORTH CAROLINA DEPT. OF NATURAL RESOURCES AND COMMUNITY DEVELOPHXFTA.
DIVISION OF ENVIROMIMAL MANAGEMENT, P.O. SOX 27687;hRALEIGH,.PCj27611 .f•. +., Y.
NATIONAL POLLUTANT DISCHARGE ELIMINATION SYSTEM J APPLICATION NUMBER
APPLICATION FOR PERMIT TO DISCHARGE - SHORT FORM C FOR G o S S
U
Al Cy
USE ;EN
RECEIVED
To be filed only by persons engaged in manufacturing and wining d
YEAR.. ID. DAY
ZW 3,W
ao Rot attempt to 6WItte this fora before reading accompanying instructions
Please print or type "
1. Now, address, location, and telephone number of facility producing discharge
A. Nave I�Zc CMG i-/ WA TEg
•. Nailing address
1. Street address �✓ v 7E�
2. City G,4n�?�nr 3. State N
4. County! i'�'oCC7 S. ZIP
C. Location:
1. Street !i/c27%/ /y r-7
2. City 3. County4. State
G/Z7f!2c�� i,Ji9 J
D. Telephone No_
Area
CiNk
2. SIC ^'* L
(Leave blank) _-
CD
3. Number of employees
wn
If all your waste is discharged into a publicly owned waste treatxent facility
and to the best of your knowledge you are not required to obtain a discharge
permit, proceed to item 4. Otherwise proceed directly to item 5.
4. if you meet the condition stated above, check here O and supply the information
asked for below. After completing these items. please complete the date, title.
and signature blocks below and return this form to the proper reviewing office
without completing the remainder of the form.
A. Name of organization responsible for receiving waste
S. Facility receiving waste:
1. Name -
2. Street address -
3. City 4. County
S. State 6. ZIP .
�. *Principal product, Craw material (Check one)
�. Principal process G�l�7c�Z i`2�i99iu'T
7. Maximum amount of principal product produced or raw material consumed per (Check one)
Amount
Basis
1-99
tl)
100-199
(2)
200-499
(3)
500-99R
(4)
1000-
4999
(S)
5000-
9999
(6)
10,000-•
49.999
(7)
50,000
or more
(e)
A. Usy
B. Month
j
C. Year

fl. Mex la. rn aa,rr.r7.1 of prinr. tpn l pr•n..... . pr-teiuI rd nr rrw r nl r•r I I r ray.rww•d.
to tte+o /, atoove. is oeasured On (Chet/ unL): ,
A.0 pounds e.0 tons C.O barrels 0.0 bushels 1.O square feet
/f11Z //0^/
F.O gallons G.O pieces or units N other, specify -
!. (a) Check here.if discharge occurs all year r /RI-
(b) Check the month(s) discharge occurs: .
1.0 January 2.0 februsry 3. 0 Marcn 4.0 Apri 1 5.0 May G.O June
7.0 July J1.0 August 9.0 SlDtemher 10.0 October 11.0 November 12.0 December
(c) Check how many days per week: 1.0 1 2.D 2-3 3.0 4.5 ®.6-7
10. Types of waste water discharged to surface waters only (check as applicable)
P low. gallons per operating day
discharging
(percent)
Discharqe per
operating day
0.1.999
1000-4999
5000-9999
10,000-
i9,999
50,000-
or more
None
0.1-
29.9
30- 65-
64.9 94.9
95-
100
(1)
(2)
(3)
(4)
(5)
(6)
(7)
(a) (9)
(10)
A. Sanitary, daily
average
S. Cooling water, etc -
daily average
v
C. Process water.
;'
daily average
. Maximum, per operat-
ing day for total
discharoe (all LYpes)
11. if any of tote three types of waste identified in dem 10.41ithar tresteo or uMrw.T.o.
are discharged to places other than surface water-.. check below as applicable -
to ..... a esr.r_ eallent oer ooeratino day
waste water is
discharged to:
0.1-999
1000-4999
5000-9999
10,000-19,999
50,000 or more
A. Municipal Sevier Srsten
S. Underground well
C. Septic tank
D. Evaporation lagoon or pond
J. Otner. specify
12. Number of separate discharge points: A.0,1 `.O z-3 6.D 4510 IV. Ing
13. Name of receiving water or waters
14. Does your discharge contain or is it possible for your discharge to contain
one or mwre of the following substances added as a result of your operations,
activities, or processes: ammonia. cyanide. aluminum, beryllium, Cadmium,
chromium, copper. lead. mercury, nick 1 selenium. zinc. phenols. oil and
;grease. and chlorine (residual). Ayes i1.0 no
T certify that 1 am familiar with the information contained in the spplication and
that to the best of my knowledge and belief such information is true. complete. and
accurate.
Printed Name of Person Signing Title S` �7�T',7r
Date Application Signed _ _ _ - Signature•of Applicant
Qorth Carolina General Statute 143-215.6(b)(2) provides that: Any person `;yhoowingly makes
sny false statement representation, or certification in any application, record, report, plan,
Dr other document files or required to be maintained under Article 21 or regulations of the
Environmental Management Commission implementing that Article, or who falsifies, tampers Vit.
Dr knovly renders inaccurate. any recording or monitoring device or method required to be
Dperated or maintained under'Article'21 or regulations of the Environmental Management Commissia
implementing that 'Article,.shall be guilty of a misdemeanor pumishable by a fine* not to exceed
$10.000, or by imprisonment not to exceed six months, or by both. (18 U.S.C. Section 1001 provid
a punishment by a fine of not more than $10,000 or imprisonment not more than 5 years, or both,
for a similar offense.)

+3 ENVIRONMENTAL MANAGEMENT COMMISSION
NORTH CAROLINA
DEPARTMENT OF ENVIRONMENT, HEALTH, AND NATURAL RESOURCES
James B. Hunt, Jr., Governor
Jonathan B. Howes, Secretary
William Stamey
Town Manager
Town of Canton
P.O. Box 987
Canton, NC 28716
Dear Mr. Stamey,
April 22, 1994
ED
David H. Moreau
Chairman
Charles H. Peterson
Vice Chairman
Edwin E. Andrews, III
Charles L Baker
Daniel V. Besse
Marion E. Deerhake
Carla E. DuPuy
Robert Epting
William S. Farabow, MD
Will B. Fowler
Alice Garland
James Kirk Glenn, Jr.
Michel A. Ibrahim, MD, Ph.D
Dennis C. Loflin
Margaret B. Pollard
Richard V. Watkins, PE
Lawrence R. Zucchino
The purpose of this letter is to inform you that the Environmental Management Commission (EMC),
in their April 14, 1994 meeting, reviewed and conditionally approved yourwater supply watershed protection
ordinance, map and management plan submitted in compliance with the Water Supply Watershed
Protection Act (NCGS 143-214.5). Final approval is contingent upon the following minor corrections being
completed and the ordinance resubmitted to the Division of Environmental Management by April 1, 1995:
1. Clarification of the cluster development requirements under Section 9-4032(f).
2. Change the existing requirement such that a record of all variances granted by the Town during
the previous calendar year is submitted to the Division of Environmental Management on or before
January 1st of the following year.
Please submit three copies of the amended sections of your ordinance on or before the above
deadline along with a letter from the Town Attorney, Planning Director, Town Cleric or other local official
stating that the corrections are in compliance with the corrections required by the EMC and that the
amended sections are the only portion(s) of the ordinance that have been changed. Please also be
advised that any subsequent amendments to your ordinance must meet or exceed the minimum statewide
standards and must be submitted to the EMC for approval.
If you have any questions regarding the Water Supply Watershed Protection Program or need
assistance with interpretation of any of the statewide requirements, please do not hesitate to contact Lisa
Martin or Steve Zoufaly in the Water Quality Section of the Division of Environmental Management at (919)
733-5083.
An Equal Opportunity Affirmative Action Employer

. —11L
William Stamey
April 22, 1994
Page Two
Your interest and cooperation in protecting one of our state's most vital resources, water supply
watersheds, is greatly appreciated.
Sin r y,
OIL David H. Moreau
cc: F sf stall;MjftO=DEPJI
Alan Lang, ARO DCA
Lisa Martin
Steve Zoufaly

State of North Cai -la
1��� Department of Environment,
Health and Natural Resources
Division of Environmental Management
James B. Hunt, Jr., Governor
Jonathan B. Howes, Secretary
A. Preston Howard, Jr., P.E., Director
February 11, 1994
William Stamey
Town Manager
Town of Canton
P.O. Box 987
Canton, NC 28716
Dear Mr. Stamey;
FEB 1 51994 -
p M - T
The purpose of this letter is to inform you of the status of the water supply watershed
protection regulations for the Town of Canton. The Environmental Management Commission's
Water Quality Committee met on February 9, 1994 and reviewed the Town's ordinance. On
behalf of the Water Quality Committee, I am informing you of the changes that must be made
prior to review and approval of the ordinance by the Environmental Management Commission.
In accordance with the Water Supply Watershed Protection Act (NCGS 143-214.5), the Town
of Canton has 120 days to correct and resubmit the ordinance to the Division of Environmental
Management. The deadline for submission is 5:00 p.m. on Friday, June 17, 1994. The changes
that must be made are as follows:
1. The Water Supply Watershed Protection Rules, under 15A NCAC 2B
.0211(e)(3)(B)(i)(IV), allow clustering of development provided that the overall density
of the project meets the density or stormwater control requirements allowed for the
critical area or balance of the watershed area, whichever applies. The Town should
clarify the cluster development requirements under Section 9-4032(f) to reflect this
requirement.
2. Under 15A NCAC 2B .0104(r), the Water Supply Watershed Protection Rules require that
a description of each project receiving an exemption and the reason for granting the
exemption shall be submitted to the Commission on an annual basis. The Town should
change the existing requirement under Section 9-40320) such that a record of all
variances granted by the Town during the previous calendar year is submitted to the
Division of Environmental Management on or before January lst of the following year.
P.O. Box 29535, Raleigh, North Carolina 27626-0535 Telephone [phone] FAX [phone]
. An Equal Opportunity Affirmative Action Employer 50% recycled/ 10% post -consumer paper

William Stamey
February 11, 1994
Page Two
All other aspects of your ordinance were deemed acceptable by the Water Quality
Committee and we anticipate an expeditious final approval from the Environmental Management
Commission once the above noted corrections are made and the ordinance is resubmitted. If you
have any questions regarding the Water Quality Committee's decision or regarding the Water
Supply Watershed Protection Program, please contact Lisa Martin or Steve Zoufaly at (919) 733-
5083. Thank you in advance for your cooperation and support of the Water Supply Watershed
Protection Program.
Sincerely, l
4L
A. Preston Howard, Jr.,
APH/LM
cc: Steve Tedder
Steve Zoufaly
Lisa Martin
Alan Lang, ARO DCA

May 3, 2005
John Daly
Owner
Daly Homes
24 Park Ter Dr
Clyde, NC 28721
SUBJECT:
Permit No. W00021701
Wastewater Collection System Extension
Final Engineering Certification
Dear Permittee:
Michael F. Easley, Governor
William G. Ross Jr., Secretary
North Carolina Department of Environment and Natural Resources
Alan W. Klimek, P.E., Director
Division of Water Quality
D U
MAY - 2 2005
WATER QUALITY SECTION I
ASHEVILLE REGIONAL OFFICE
0
The Division received a final engineering certification for the subject project on . Enclosed is a copy
of the certification page for your records. A full review of the certification materials may or may not
be conducted. It is assumed that receipt of this certification indicates compliance with all
regulations, design criteria and the permit. Please be reminded that the Permittee is responsible for
keeping a copy of the final record drawings for the life of the project. If you have not received
such copy from your consultant, please contact them immediately to obtain a copy.
Lastly, you are receiving this letter because the Division has you listed as the responsible party. If this
permitted system is no longer owned by you, please complete Form PNOCF-S as this permit is not
automatically transferable. Form PNOCF-S can be downloaded from
hffp://h2o.enr.sfate.nc.us/ndpu/ndpuapps.html#Sewer.
If you have any questions concerning this document or the completion of Form PNOCF-S (if
necessary), please contact me at the letterhead address or via E-mail at
[e-mail].
Sincerely,
K. Marie Doklovic, PE
Environmental Engineer
Enclosure
Cc: G_Ashe�iFle-Regional- Office; Surface Water Protection Section (all documents)
Alford Engineering (no enclosures)
Surface Water Protection Section Central Files (certification page only)
One Pretreatment, Emergency Response and Collection Systems Unit Internet http://h2o.enr.nc.state.us/ndpu
NofthCarolina 1617 Mail Service Center, Raleigh, NC 27699-1617 An Equal Opportunity Action Employer
N%tuy�� //� Telephone [phone] Fax [phone]% recycled/10% post -consumer paper

Permit No. WQ0021701
September 6, 2002
ENGINEERS CERTIFICATION
Partial V Final
y0'I,O
Tip
000'
I, aw Aaepas a duly registered Professional Engineer in the St.
Carolina, having been authorized to observe (periodically, weekly, full time) the construe
project, Park Terrace, Clyde, N.C., Haywood County for the Permittee hereby state
Project Name Location and County
best of my abilities, due care and diligence was used in the observation of the construction such that
the construction was observed to be built within substantial compliance of this permit; 15A NCAC
2H .0200; the Division of Water Quality's (Division) Gravity Sewer Minimum Design Criteria adopted
February 12, 1996 as applicable; the Division's Minimum Design Criteria for the Fast -Track
Permitting of Pump Stations and Force Mains adopted June 1, 2000 as applicable; and other
supporting materials.
North Carolina Professional Engineer's seal, signature, and date:
The above Engineer's Certification shall be completed and submitted to the address below with one
copy of the "Construction Racord Drawings" of the wastewater collection system extension as well
as supporting design calculations for any pump stations permitted as part of this project. This project
shall not be considered complete nor allowed to operate until this Engineer's Certification and all
required supporting documentation have been received by the Division.. Any wastewater flow made
tributary to the wastewater collection system extension prior to completion of this Engineer's
Certification shall be considered a violation of the permit and shall subject the Permittee to
appropriate enforcement actions.
NORTH CAROLINA DIVISION OF WATER
WATER QUALITY SECTION
NON -DISCHARGE PERMITTING UNIT
1617 MAIL SERVICE CENTER
RALEIGH, NORTH CAROLINA 27699-1617
4 M Mi _ 2
QUALITY SECI,10t,
WATER QUA _.,
71

WQ0021-701
9.. In the event that the wastewater collection facilities fail to perform satisfactorily, including the
creation of nuisance conditions, the Permittee shall take immediate corrective action,
including those as may be required by this Division, such as the construction of additional or
,tbplacement facilities.
10. The issuance.of this permit shall not exempt the Permittee from complying with any and all
•-statutes, rules, regulations, or ordinances that may be imposed by other government agencies
.W,,..(local, state and federal) which have jurisdiction, including but not limited to applicable river
,,,,bufferrules in 15A NCAC 2B .0200, erosion and sedimentation control requirements in 15A
.:"NCAC Ch. 4 and under the Division's General Permit NCG0100000, and any requirements
pertaining to wetlands under 15A NCAC 2B .0200 and 15A NCAC 2H .0500.
11. Non-compliance Notification:
The Permittee shall report by telephone to the Asheville Regional Office, telephone number
828/251-6208 as soon as possible, but in no case more than 24 hours or on the next working
day, following the occurrence or first knowledge of the occurrence of either of the following:
a. Any process unit failure, due to known or unknown reasons, that renders the facility
incapable of adequate wastewater transport, such as mechanical or electrical failures of
pumps°;_line'blockage or breakage, etc.; or
b. Ariy failure"of°a pumping station or sewer line resulting in a by-pass directly to receiving
wate'rs,,_witt odt';treatment of all or any portion of the influent to such station or facility.
Persons reporting,,such occurrences by telephone shall also file a written report in letter form
wit( rA fve.day;; #oa16wing first knowledge of the occurrence. This report must outline the
actions -taken o17-1
:proposed to be taken to ensure that the problem does not recur.
Permit issued this the sixth day of September, 2002.
NORTH CAROLINA ENVIRONMENTAL MANAGEMENT COMMISSION
r
an W. i ek, P. ., Director
Division of Water Quality
By Authority of the Environmental Management Commission
Permit plumber WQ0021701
5

F
e of North Carolina
artment of Environment
and Natural Resources
Division of Water Quality
James B. Hunt, Jr., Governor
Wayne McDevitt, Secretary
Kerr T. Stevens, Director
Mr. William G. Stamey, Town Manager
Town of Canton
Post Office Box 987
Canton, North Carolina 2871
Dear Mr. Stamey:
August 11, 1999
1401103S A' 11V 0 r111V/ri
Subject: Permit No. WQ0016591
Town of Canton
Newfound Road Interchange
Water & Sewer Improvements
Wastewater Collection System
Haywood County
In accordance with your application received March 16, 1999, we are forwarding herewith Permit Number
WQ0016591, dated August 11, 1999, to the Town of Canton for the construction and operation of the subject
wastewater collection extension.
This permit shall be effective from the date of issuance until rescinded and shall be subject to the
conditions and limitations as specified therein.
Please pay special attention to Condition Number 7, which details the final certification process that must
be executed prior to operation of the subject wastewater collection system. In addition to submitting a final
certification and as -built drawings, the Permittee is required to submit a letter regarding the designation of the aerial
crossing of the Beaverdam Road gravity sewer across Beaverdam Creek as a high -priority line.
If any parts, requirements, or limitations contained in this permit are unacceptable, you have the right to
request an adjudicatory hearing upon written request within 30 days following receipt of this permit. This request
must be in the form of a written petition, conforming to Chapter 150B of the North Carolina General Statutes, and
filed with the Office of Administrative Hearings, P.O. Drawer 27447, Raleigh, NC 27611-7447. Unless such
demands are made this permit shall be final and binding.
One set of approved plans and specifications is being forwarded to yo If you need additional information
concerning this matter, please contact Ms. Shannon Mohr Thornburg at (91 733-5083, extension 353.
Kerr T. Stevens
cc: Haywood County Health Department
Asheville Regional Office, Water Quality Section
Blue Ridge Paper Products, Inc.
McGill Associates, P.A.
/ 1617 Mail Service Center, Raleigh, North Carolina 27699-1617 Telephone [phone] Fax [phone]
y�/p An Equal Opportunity Affirmative Action Employer 50% recycled/10% post -consumer paper

NORTH CAROLINA
ENVIRONMENTAL MANAGEMENT COMMISSION
DEPARTMENT OF ENVIRONMENT AND NATURAL RESOURCES
RALEIGH
WASTEWATER COLLECTION PERMIT
In accordance with the provisions of Article 21 of Chapter 143, General Statutes of North Carolina as amended,
and other applicable Laws, Rules, and Regulations
PERMISSION IS HEREBY GRANTED TO
Town of Canton
Haywood County
FOR THE
construction and operation of approximately 11,536 linear feet of eight -inch gravity sewer; a 55-GPM pump
station with duplex pumps, on -site audible and visual high water alarms, an autodialer, a emergency generator
receptacle with manual transfer switch; and approximately 1,163 linear feet of three-inch force main to serve the
Newfound Road Interchange, and the discharge of 28,880 GPD of collected domestic and commercial wastewater
into the Town of Canton's and Blue Ridge Paper Products, Inc.'s (formerly Champion International Corporation)
existing sewerage systems, pursuant to the application received March 16, 1999, and in conformity with the
project plans, specifications, and other supporting data subsequently filed and approved by the Department of
Environment and Natural Resources and considered a part of this permit.
This permit shall be effective from the date of issuance until rescinded and shall be subject to the following
specified conditions and limitations:
This permit shall become voidable unless the facilities are constructed in accordance with the conditions of
this permit, the approved plans and specifications, and other supporting data.
2. This permit is effective only with respect to the nature and volume of wastes described in the application
and other supporting data.
3. The facilities must be properly maintained and operated at all times.
4. The sewage and wastewater collected by this system shall be treated in Blue Ridge Paper Products, Inc.'s
(formerly Champion International Corporation) wastewater treatment facility (NPDES Permit Number
NC0000272) prior to being discharged into the receiving stream.
This permit is not transferable. In the event there is a desire for the facilities to change ownership, or there
is a name change of the Permittee, a formal permit request must be submitted to the Division of Water
Quality (Division) accompanied by an application fee, documentation from the parties involved, and other
supporting materials as may be appropriate. The approval of this request will be considered on its merits
and may or may not be approved.

nstruction of the sewers, pump station, and force main shall be scheduled so as not to interrupt service by
existing utilities nor result in an overflow or bypass discharge of wastewater to the surface waters of the
te.
7. Upon completion of construction and prior to operation of this permitted facility, a certification and the as -
built drawings must be received from a professional engineer certifying that the permitted facility has been
installed in accordance with this permit, the approved plans and specifications, and other supporting
materials. If this project is to be completed in phases and partially certified, you shall retain the
responsibility to track further construction approved under the same permit, and shall provide a final
certificate of completion once the entire project has been completed. With submission of the Certification
and the "Record Drawings," the Permittee shall provide a letter to the Division that states the following:
"Regular and proper inspection and maintenance of the aerial crossing of the Beaverdam Road gravity
sewer across Beaverdam Creek will be made at six-month intervals to ensure that the creek flow is not
impeded and that no damage will be caused to upstream or adjacent properties. Repairs shall be made as
necessary." The aerial crossing of the Beaverdam Road gravity sewer shall be indicated as a high -priority
line on the as -built drawings. Mail the Certification, the aerial crossing letter, and one copy of the "Record
Drawings" to the Non -Discharge Permitting Unit, 1617 Mail Service Center, Raleigh, NC 27699-1617.
8. A copy of the approved plans and specifications shall be maintained on file by the Permittee for a minimum
of five years from the date of the completion of construction.
9. Failure to abide by the conditions and limitations contained in this permit may subject the Permittee to an
enforcement action by the Division, in accordance with North Carolina General Statute 143-215.6A to 143-
215.6C.
10. The issuance of this permit does not preclude the Permittee from complying with any and all statutes, rules,
regulations, or ordinances which may be imposed by other government agencies (local, state, and federal)
which have jurisdiction.
11. The Permittee shall provide for the pump station and force main the following items:
a. Pump on/off elevations located so that between two and eight pumping cycles may be achieved per
hour in the pump station,
b. An air relief valve located at all high points along the force main,
c. A screened vent for the wet well,
d. Fillets located in the wet well at the intersection of the flooring and sidewalls,
e. Three feet of cover (minimum) over the force main or the use of ferrous material where three feet
cannot be maintained.
f. Sufficient devices which '"till protect the pump station from vandals, and
g. Flood protection if the pump station is located below the 100-year flood elevation.
12. In the event that the facilities fail to perform satisfactorily, including the creation of nuisance conditions, the
Permittee shall take immediate corrective action, including those as may be required by this Division, such
as the construction of additional or replacement wastewater collection facilities.

NCOMPLIANCE NOTIFICATION:
Permittee shall report by telephone to the Asheville Regional Office, telephone number (828) 251-
6208, as soon as possible, but in no case more than .24 hours or on the next working day following the
occurrence or first knowledge of the occurrence of either of the following:
a. Any process unit failure, due to known or unknown reasons, that renders the facility incapable of
adequate wastewater transport, such as mechanical or electrical failures of pumps, line blockage or
breakage, etc.; or
b. Any failure of a pumping station or sewer line resulting in a by-pass directly to receiving waters
without treatment of all or any portion of the influent to such station or facility.
Persons reporting such occurrences by telephone shall also file a written report in letterform within five
days following first knowledge of the occurrence. This report must outline the actions taken or proposed to
be taken to ensure that the problem does not recur.
14. This permit shall become voidable unless the agreement between the Town of Canton and Blue Ridge Paper
Products, .Inc. (formerly Champion International Corporation) for the collection and final treatment of
wastewater is in full force and effect.
Permit issued this e eleventh day of August, 1999
NO AROLIN N MENTAL MANAGEMENT COMMISSION
t
Kerr T. Stevens, Director
Division of Water Quality
By Authority of the Environmental Management Commission
Permit Number WQ0016591

Permit No. WQ0016591
August 11, 1999
ENGINEER'S CERTIFICATION
Partial Final
I, as a duly registered Professional Engineer in the State of
North Carolina, having been authorized to observe (periodically, weekly, full time) the construction of the project,
Project Name
Location and County
for the Permittee hereby state that, to the best of my abilities, due care and diligence was used in the observation
of the construction such that the construction was observed to be built within substantial compliance and intent of
this permit, the approved plans and specifications, and other supporting materials.
Signature
Date
Registration No.
4

Prate of North Carolina
Department of Environment
and Natural Resources
Division of Water Quality
James B. Hunt, Jr., Governor
Bill Holman, Secretary
Kerr T. Stevens, Director
Mr. A. R. Leatherwood, Mayor
Town of Clyde
P. O. Box 386
Clyde, North Carolina 28721-0386
Dear Mr. Leatherwood:
no
111. - 0 V U i
DEC 2 0 1999
WATER QUALITY SECTION
ASHEVILLt REGIONAL OFFICE
December 9, 1999
070WA
'T 0
NCDENR
NORTH CAROLINA DEPARTMENT OF
ENVIRONMENT AND NATURAL RESOURCES
Subject: Permit No. WQ0017066
Town of Clyde
Sewer - Public
Wastewater Collection System
Haywood County
In accordance with your application received June 29, 1999, we are forwarding herewith Permit No.
WQ0017066 dated December 9, 1999, to the Town of Clyde for the construction and operation of the subject
wastewater collection extension.
This permit shall be effective from the date of issuance until rescinded and shall be subject to the
conditions and limitations as specified therein. Please note Condition 15, which addresses inflow/infiltration
issues in the Town of Clyde's existing collection system.
If any parts, requirements, or limitations contained in this permit are unacceptable, you have the right
to request an adjudicatory hearing upon written request within thirty (30) days following receipt of this permit.
This request must be in the form of a written petition, conforming to Chapter 150B of the North Carolina
General Statutes, and filed with the Office of Administrative Hearings, 6714 Mail Service Center, Raleigh, NC
27699-6714. Unless such demands are made this permit shall be final and binding.
One set of approved plans and specifications is being forwarded to you. If you need additional
information concerning this matter, please contact Danny Wiegand at (919)/7,83-5083 extension 358.
Sincer 1 ,
Kerr T. Stevens
cc: Haywood County Health Department
,� shevi11ff-Regional--Office; 'Water -Quality °Section-
W. K. Dickson & Company, Inc.
1617 Mail Service Center, Raleigh, North Carolina 27699-1617 Telephone [phone] Fax [phone]
Xn Equal Opportunity Affirmative Action Employer 50% recycled/10% post -consumer paper

LUJ , U!
NORTH CAROLINX
COMMISSION
`7 " li: . .
DEPARTMENT OF ENVIRONMENT AND NATURAL RESOURCES
RALEIGH
WASTEWATER COLLECTION PERMIT
In accordance with the provisions of Article 21 of Chapter 143, General Statutes of North Carolina as amended,
and other applicable Laws, Rules, and Regulations
PERMISSION IS HEREBY GRANTED TO
Town of Clyde
Haywood County
FOR THE
construction and operation of approximately 1,850 linear feet of 12-inch gravity sewer, a pump station with
duplex pumps controlled by variable speed drives with maximum flow rates of 485-GPM and pump shut-off at
90-GPM, on -site audible and visual high water alarms, an on -site stand-by generator with an automatic transfer
switch, automatic telephone dialers, and approximately 750 linear feet of 8-inch force main to serve the Town of
Clyde, and the discharge of 170,000 GPD of collected domestic and commercial wastewater into the Lake
Junaluska Sanitary District's existing sewerage system, pursuant to the application received June 29, 1999, and in
conformity with the project plan, specifications, and other supporting data subsequently filed and approved by the
Department of Environment and Natural Resources and considered a part of this permit.
This permit shall be effective from the date of issuance until rescinded and shall be subject to the following
specified conditions and limitations:
1. This permit shall become voidable unless the facilities are constructed in accordance with the conditions of
this permit, the approved plans and specifications,.and other supporting data.
2. This permit is effective only with respect to the nature and volume of wastes described in the application
and other supporting data.
The facilities must be properly maintained and operated at all times.
4. The sewage and wastewater collected by this system shall be treated in the Town of Waynesville
Wastewater Treatment Facility prior to being discharged into the receiving stream.
5. This permit is not transferable. In the event there is a desire for the facilities to change ownership, or there
is a name change of the Permittee, a formal permit request must be submitted to the Division of Water
Quality (Division) accompanied by an application fee, documentation from the parties involved, and other
supporting materials as may be appropriate. The approval of this request will be considered on its merits
and may or may not be approved.
6. Construction of the sewers, pump station(s) and force main shall be scheduled so as not to interrupt service
by the existing utilities nor result in an overflow or bypass discharge of wastewater to the surface waters of
the State.

7. Upon completion of construction and prior to operation of this permitted facility, a certification must be
received from a professional engineer certifying that the permitted facility has been installed in accordance
with this permit, the approved plans and specifications, and other supporting materials. If this project is to
be completed in phases and partially certified, you shall retain the responsibility to track further
construction approved under the same permit, and shall provide a final certificate of completion once the
entire project has been completed. Mail the Certification to the Non -Discharge Permitting Unit, 1617 Mail
Service Center, Raleigh, NC 27699-1617.
8. A copy of the approved plans and specifications shall be maintained on file by the Permittee for a minimum
of five years from the date of the completion of construction.
9. .Failure to abide by the conditions and limitations contained in this permit may subject the Permittee to an
enforcement action by the Division, in accordance with North Carolina General Statute 143-215.6A to 143-
215.6C.
10. The issuance of this permit does not preclude the Permittee from complying with any and all statutes, rules,
regulations, or ordinances which may be imposed by other government agencies (local, state, and federal)
which have jurisdiction.
11. The Permittee shall provide for the pump station and force main the following items:
a. Pump on/off elevations located so that 2-8 pumping cycles may be achieved per hour in the pump
station,
b. An air relief valve located at all high points along the force main,
c. A screened vent for the wet well,
d. Fillets located in the wet well at the intersection of the flooring and sidewalls,
e. Three feet of cover (minimum) over the force main or the use of ferrous material where three feet
cannot be maintained,
f. Sufficient devices which will protect the pump station from vandals, and
g. Flood protection if the pump station is located below the 100-year flood elevation.
12. In the event that the facilities fail to perform satisfactorily, including the creation of nuisance conditions, the
Permittee shall take immediate corrective action, including those as may be required by this Division, such
as the construction of additional or replacement wastewater collection facilities.
13. NONCOMPLIANCE NOTIFICATION:
The Permittee shall report by telephone to the Asheville Regional Office, telephone number (828) 251-
6208, as soon as possible, but in no case more than 24 hours or on the next working day following the
occurrence or first knowledge of the occurrence of either of the following:
a. Any process unit failure, due to known or unknown reasons, that renders the facility incapable of
adequate wastewater transport, such as mechanical or electrical failures of pumps, line blockage or
breakage, etc.; or
b. Any failure of a pumping station or sewer line resulting in a by-pass directly to receiving waters
without treatment of all or any portion of the influent to such station or facility.

Persons reporting such occurrences by telephone shall also file a written report in letter form within five (5y
days following first knowledge of the occurrence. This report must outline the actions taken or proposed to
be taken to ensure that the problem does not recur.
14. This permit shall become voidable unless the agreement between the Town of Clyde and the Town of
Waynesville for the collection and final treatment of wastewater is in full force and effect.
15. Due to the inflow/infiltration issues with the Town of Clyde's existing collection system, quarterly reports
shall be provided to the Asheville Regional Office updating the status of the Town's repair program
instituted in 1999. This reporting shall continue until the Division of Water Quality finds that the Town of
Clyde has sufficiently addressed these issues. Reports shall be provided to:
Asheville Regional Office
Water Quality Section
59 Woodfin Place
Asheville, North Carolina 28801
Permit issued this tWfith day of December, 1999.
NOR
AL MANAGEMENT COMMISSION
Kerr T. Stevens, Director .
Division of Water Quality
By Authority of the Environmental Management, Commission
Permit Number WQ0017066

I10. WQ0017066
>er 9, 1999
ENGINEER'S CERTIFICATION
Partial Final
I, as a duly registered Professional Engineer in the State of
North Carolina, having been authorized to observe (periodically, weekly, full time) the construction of the project,
Project Name
Location and County
for the Permittee hereby state that, to the best of my abilities, due care and diligence was used in the observation
of the construction such that the construction was observed to be built within substantial compliance and intent of
this permit, the approved plans and specifications, and other supporting materials.
Signature
Date
Registration No.
4

OF WTF
�Q Michael F. Easley, Governor
William G. Ross, Jr., Secretary
r- North Carolina Department of Environment and Natural Resources
Alan W. Klimek, P.E., Director
Division of Water Quality
Asheville Regional Office
WATER QUALITY SECTION
December 16, 2002
Mr. William Stamey, Manager
Town of Canton
Post Office Box 987
Canton, North Carolina 28716
SUBJECT: Permit No. WQ0022123
East Canton 19/23
Wastewater Collection System Extension
Haywood County
Dear Mr. Stamey:
In accordance with your application received December 10, 2002, please find attached
Permit No. WQ0022123 for the construction and operation of the subject wastewater collection
system extension. This Permit shall be effective from the date of issuance until rescinded and
shall be subject to the conditions and limitations as specified therein. This cover letter shall be
considered a part of this permit and is therefore incorporated therein by reference.
Please pay particular attention to condition three (3) of the permit, which requires that
the wastewater collection facilities be properly operated and maintained in accordance with
15A NCAC 2H .0227 or any individual system -wide collection system permit issued to the
Permiee.
Permitting of this project does not constitute acceptance of any part of the project that
does not meet 15A NCAC 2H .0200; the Division of Water Quality's (Division) Gravity Sewer
Minimum Design Criteria adopted February 12, 1996 as applicable; and the Division's Minimum
Design Criteria for the Fast -Track Permitting of Pump Stations and Force Mains adopted June 1,
2000 as applicable, unless specifically mentioned herein. Division approval is based on
acceptance of the certification provided by a North Carolina -licensed Professional Engineer in the
application. It shall be the Permittee's responsibility to ensure that the as -constructed project
meets the appropriate design criteria and rules. Failure to comply may result in penalties in
accordance with North Carolina General Statute 143-215.6A through 143-215.6C, construction of
additional or replacement wastewater collection facilities, and/or referral of the North Carolina -
Licensed Professional Engineer to the licensing board.
In accordance with the provisions of Article 21 of Chapter 143, General Statutes of North
Carolina as amended, and other applicable Laws, Rules, and Regulations, permission is hereby
granted to the Town of Canton for the construction and operation of a 275 gallon per minute
pump station and a 180 gallon per minute pump station, with duplex pumps, on -site audible and
visual high water alarms, telemetry, and description of reliability option selected for each pump;

William Stamey
December 16, 2002
Page Two
as well as approximately 8100 linear feet of six inch force main to serve a race track, restaurant,
lodge, campground, 28 condominium units and six small business, as part of the East Canton
19/23 sewer extension project and the discharge of 86,4000 gallons per day of collected domestic
wastewater into the Town's existing sewerage system, pursuant to the application received
0ecember10, 2002, and in conformity with 15A NCAC 2H .0200; the Division's Gravity Minimum
Design Criteria adopted February 12, 1996 as applicable; the Division's Minimum Design Criteria
for the Fast -Track Permitting of Pump Stations and Force Mains adopted June 1, 2000 as
applicable; and other supporting data subsequently filed and approved by the Department of
Environment and Natural Resources and considered a part of this permit.
The sewage and wastewater collected by this system shall be treated in the Blue Ridge
Paper Products Wastewater Treatment facility (NPDES Permit No. NC0000272) prior to being
discharged into the receiving stream.
If any parts, requirements, or limitations contained in this permit are unacceptable, you
have the right to request an adjudicatory hearing upon written request within 30 days following
receipt of this permit. This request must be in the form of a written petition, conforming to
Chapter 150B of North Carolina General Statutes, and filed with the Office of Administrative
Hearings, 6714 Mail Service Center, Raleigh, NC 27699-6714. Unless such demands are
made, this permit shall be final and binding.
If you need additional information concerning this matter, please contact Mr. Keith Haynes
at 828/251-6208.
Sincerely,
r
:�&W
an W. limek, P.E.
Enclosure
xc: Haywood County Health Department
Non -Discharge Permitting Unit
Blue Ridge Paper Products
McGill & Associates
Keith Haynes

NORTH CAROLINA
ENVIRONMENTAL MANAGEMENT COMMISSION
DEPARTMENT OF ENVIRONMENT AND NATURAL RESOURCES
RALEIGH
WASTEWATER COLLECTION SYSTEM EXTENSION PERMIT
EAST CANTON 19123 SEWER EXTENSION
PERMIT NUMBER WQ0022123
This permit shall be effective from the date of issuance until rescinded and shall be subject
to the following specified conditions and limitations:
This permit shall become voidable unless the wastewater collection facilities are
constructed in accordance, with the conditions of this permit: 15A NCAC 2H .0200; the
Division of Water Quality's (Division) Gravity Sewer Minimum Design Criteria adopted
February 12, 1996 as applicable; the Division's Minimum Design Criteria for the Fast -Track
Permitting of Pump Stations and Force Mains adopted June 1, 2000 as applicable; and
other supporting materials unless specifically mentioned herein.
2. This permit shall be effective only with respect to the. nature and volume of wastes
described in the application and other supporting data.
3. The wastewater collection facilities shall be properly maintained and operated at all times.
The Permittee shall maintain compliance with an individual system -wide collection system
permit for the operation and maintenance of these facilities as required by 15A NCAC 2H
.0227. If an individual permit is not required, the following performance criteria shall be
met as provided in 15A NCAC 2H .0227:
a. The sewer system shall be effectively maintained and operated at all times to
prevent discharge to surface waters, and any contravention of the groundwater
standards in 15A NCAC 2L .0200 or the surface water standards in 15A NCAC 2B
.0200.
b. A map of the sewer system shall be developed prior to January 1, 2004 and shall be
actively maintained.
C. An operation and maintenance plan shall be developed and implemented.
d. Pump stations that are not connected to a telemetry system shall be inspected
every day, as defined in 15A NCAC 213 .0503(5). Pump stations that are connected
to a telemetry system shall be inspected at least once per week.
e. High -priority sewer lines shall be inspected at least once per every six-month period
of time.

t
WQ0022123
A general observation of the entire sewer system shall be conducted at least once
per year.
g. Inspection and maintenance records shall be maintained for a period of at least
three years.
h. Overflows and bypasses shall be reported to the appropriate Division Regional
Office in accordance with 15A NCAC 2B .0506(a), and public notice shall be
provided as required by North Carolina General Statute 143-215.1 C.
4. This permit shall not be transferable. In the event there is a desire for the wastewater
facilities to change ownership, or there is a name change of the Permittee, a formal permit
request shall be submitted to the Division accompanied by documentation from the parties
involved, and other supporting materials as may be appropriate. The approval of this
request shall be considered on its merits and may or may not be approved.
5. Construction of the gravity sewers shall be scheduled so as not to interrupt service by the
existing utilities nor result in an overflow or bypass discharge of wastewater to the surface
waters of the State.
6. Upon completion of construction and prior to operation of -these permitted facilities, a
certification, a copy of the construction record drawings, as well as supporting design
calculations for.any pump stations permitted as part of this project shall be received from a
North Carolina -licensed Professional Engineer certifying that the facilities have been
installed in accordance with this permit; 15A NCAC 2H :0200; the Division's Gravity Sewer
Design Criteria adopted February 12, 1996 as applicable; the Division's Minimum Design
Criteria for the Fast -Track Permitting of Pump Station and Force Main adopted June 1,
2000 as applicable; and other supporting materials. If this project is to be completed in
phases and partially certified, you shall retain the responsibility to track further construction
approved under the same permit, and shall provide a final certificate of completion once
the entire project has been completed. A copy of, the. construction record drawings,
indicating the facilities constructed in the phase being certified, shall be submitted with
each partial certification. Mail the Engineer's Certification, one copy of the "Construction
Record Drawings", and one copy of the supporting design calculations to the Non -
Discharge Permitting Unit, 1617 Mail Service Center, Raleigh, NC 27699-1617.
7. A copy of the construction record -drawings shall be maintained on file by the Permittee for
the life of the wastewater collection facilities.
8. Failure to abide by the conditions and limitations contained in this permit; 15A NCAC 2H
.0200; the Division's Gravity Sewer Design Criteria adopted February 12, 1996 as
applicable; the Division's Minimum Design Criteria for the Fast -Track Permitting of Pump
Station and Force Mains adopted June 1, 2000 as applicable; and other supporting
materials may subject the Permittee to an enforcement action by the Division, in
accordance with North Carolina General Statutes 143-215.6A through 143-215.6C.

I
WQ0022123
9. In the event that the wastewater collection facilities fail to perform satisfactorily, including
the creation of nuisance conditions, the Permittee shall take immediate corrective action,
including those as may be required by this Division, such as the construction of additional
or replacement facilities.
10. The issuance of this permit shall not exempt the Permittee from complying with any and all
statutes, rules, regulations, or ordinances that may be imposed by other government
agencies (local, state and federal) which have jurisdiction, including but not limited to
applicable river buffer rules in 15A NCAC 2B .0200, erosion and sedimentation control
requirements, in 15A NCAC Ch. 4 and under the Division's General Permit NCG0100000,
and any requirements pertaining to wetlands under 15A NCAC 2B .0200 and 15A NCAC
2H .0500.
11. Non-compliance Notification:
The Permittee shall report by telephone to the Asheville Regional Office, telephone
number 828/251-6208 as soon as possible, but in no case more than 24 hours or on the
next working day, following the occurrence or first knowledge of the occurrence of either of
the following:
a. Any process unit failure, due to known or unknown reasons, that renders the facility
incapable of adequate wastewater transport, such as mechanical or electrical failures
of pumps, line blockage or breakage, etc.; or
b. Any failure of a pumping station or sewer line resulting in a by-pass directly to receiving
waters without treatment of all or any portion of the influent to such station or facility.
Persons reporting such occurrences by telephone shall also file a written report by letter,
within five days following first knowledge of the occurrence. This report must outline the
actions taken or proposed to be taken to ensure that the problem does not recur.
Permit issued this the sixteenth day of December, 2002.
NORTH CAROLINA ENVIRONMENTAL MANAGEMENT COMMISSION
Ian W. Klimek, P.E., Director
Division of Water Quality
By Authority of the Environmental Management Commission
Permit Number WQ0022123

,9W
Permit No. WQ0022123
December 16, 2002
Partial
I,
North Carolina,
construction of the
ENGINEER'S CERTIFICATION
Final
, as a duly registered Professional Engineer in the State of
having been authorized to observe (periodically, weekly, full time) the
project, East Canton Sewer Extension, Canton, N.C., Highway 19/23, Haywood County for the
Project Name Location and County
Permittee hereby state that, to the best of my abilities, due care and diligence was used in the
observation of the construction such that the construction was observed to be built within
substantial compliance of this permit; 15A NCAC 2H .0200; the Division of Water Quality's
(Division) Gravity Sewer Minimum Design Criteria adopted February 12, 1996 as applicable; the
Division's Minimum Design Criteria for the Fast -Track Permitting of Pump Stations and Force
Mains adopted June 1, 2000 as applicable; and other supporting materials.
North Carolina Professional Engineer's seal, signature, and date:
The above Engineer's Certification shall be completed and submitted to the address below with
one copy of the "Construction Record Drawings" of the wastewater collection system extension
as well as supporting design calculations for any pump stations permitted as part of this project.
This project shall not be considered complete nor allowed to operate until this Engineer's
Certification and all required supporting documentation have been received by the Division. Any
wastewater flow made tributary to the wastewater collection system extension prior to completion
of this Engineer's Certification shall be considered a violation of the permit and shall subject the
Permittee to appropriate enforcement actions.
NORTH CAROLINA DIVISION OF WATER QUALITY
WATER QUALITY SECTION
NON -DISCHARGE PERMITTING UNIT
1617 MAIL SERVICE CENTER
RALEIGH, NORTH CAROLINA 27699-1617

State of North Carolina
Department of Environment and Natural Resources
Division of Water Quality
FAST -TRACK APPLICATION
for GRAVITY SEWERS, PUMP STATIONS, AND FORCE. MAINS
(Pressure sewers systems are not to be included as part of this application package)
THIS FORM MAY BE PHOTOCOPIED FOR USE AS AN ORIGINAL.
INSTRUCTIONS: Indicate that you have included the following list of required application package items by signing your
initials in the space provided next to each item. Failure to submit -all required items will lead to additional processing and review
time for the permit application.
A. Application Form - Submit one original and one copy of the completed and appropriately executed application form.
Any changes to this form will result in the application being returned. The Division of Water Quality (Division) will
only accept application packages that have been fully completed with all applicable items addressed. You do not need
�+ to submit detailed plans and specifications unless you respond NO to item IV.6. and/or item IV.10.
B. Attachment - Submit the completed and properly executed Form WSCA 10/99 for each watershed within the project
location.
� C. Application Fee- Submit a check in the amount of $400 made payable to: North Carolina Department of Environment
and Natural Resources (NCDENR).
N/A D. Certificates of Public Convenience and Necessity —If the application is being submitted in the name of a privately -
owned public utility, submit two copies of the Certificate of Public Convenience and Necessity, which demonstrates
that the public utility is authorized to hold the utility franchise for the area to be served by the sewer extension. If a
Certificate of Public Convenience and Necessity has not been issued, provide two copies of a letter from the NC
Utilities Commission's Public Staff that states that an application for a franchise has been received, that the service area
is contiguous to an existing franchised area, and/or that franchise approval is expected.
N/A _ E. Operational Agreements — Submit one original and two copies of a properly executed operational agreement if the
sewer extension will be serving residential or commercial lots (e.g., houses, condominiums, townhomes, outparcels,
etc.) that will be owned by a homeowners' association or developer. If the applicant is a homeowners' association, use
Form HOA 10/99. If the applicant is a developer, use Form DEV 10/99.
VOF. Flow Acceptance Letters.— If the owner of the downstream sewers and/or WWTF is different from the applicant,.- -.
submit two copies of a flow acceptance letter from the owner of the downstream sewers and WWTF. Flow acceptance
letters must contain the following minimum information: applicant and project name, amount of flow accepted, and
name and permit number of the receiving sewers/WWTF. The flow acceptance must not expire prior to permit
issuance and must be dated less than a year prior to the application date. Intergovernmental agreements or other
contracts will not be accepted in lieu of a project -specific flow acceptance letter.
THE COMPLETED APPLICATION PACKAGE, INCLUDING ALL SUPPORTING INFORMATION AND
MATERIALS, SHOULD BE SENT TO THE FOLLOWING ADDRESS:
NORTH CAROLINA DEPARTMENT OF ENVIRONMENT AND NATURAL RESOURCES
DIVISION OF WATER QUALITY
NON -DISCHARGE PERMITTING UNIT
By U.S. Postal Service: By Courier/Special Delivery:
1617 MAIL SERVICE CENTER 512 NORTH SALISBURY STREET, SUITE 1219
RALEIGH, NORTH CAROLINA 27699-1617 RALEIGH, NORTH CAROLINA 27604
TELEPHONE NUMBER: [phone]
FACSIMILE NUMBER: [phone]
For more information, visit our web site at: h2o.ennstate.nc.us/ndpu/
�Fc
�0
\ FORM: FTA 06/00 Page 1 of 5
1
U

Application Number: to be completed by DWQ)
I. GENERAL INFORMATION:
1. Applicant's name (name of the municipality, corporation, individual, etc.):
Town of Canton
2. Owner's or signing official's name and title (15A NCAC 2H .0206(b)):
Mr. William Stamen Town Manager
Name and complete address of applicant: PO Box 987
City: Canton State: North Carolina Zip: 28716
Telephone number: [phone] Facsimile number: [phone]
3, Project name (name of the subdivision, facility or establishment, etc.):
East Canton — US 19/23 Water and Sewer Line Extension
4. County where project is located: Haywood County
5. Fee submitted: $ 400.00 (See Instruction C.)
6. Name and complete address of engineering firm: McGill Associates, P.A.
55 Broad Street
City: Asheville State: North Carolina Zip: 28801
Telephone number: ( 828) 252-0575 Facsimile number: ( 828 ) 252-2518
7. Name and affiliation of contact person who can answer questions about application:
Micheal J. Waresak, RE
H. PERMIT INFORMATION:
1. Project is: ` X new; modification
2. If this application is being submitted as a result of a modification to an existing permit, provide:
existing permit number N/A and the issuance date
3. Applicant is: X public private
If private, units (lots, townhomes, etc.) are: leased (Skip to item III.); sold
If sold, facilities owned by a: public utility. (See Instruction D.);
homeowners' association/developer (See Instruction E.)
III. INFORMATION ON WASTEWATER:
1. Please provide a one- or two -word .description specifying the origin of the wastewater (school,
subdivision, hospital, commercial facility, industry, apartments, condominiums, etc.):
Commercial / Residential Facilities
2. Volume of wastewater generated by this project. 86,400 gallons per day
3. Explanation of how wastewater flow was determined (15A NCAC 2H .0219(1)): See Attached Sheet
4. Nature of wastewater: 100 % Domestic/Commercial; 0 % Industrial;
% Other waste - specify:
FORM: FTA 06/00 Page 2 of 5

5. If wastewater is industrial in nature:
a. Level of pretreatment that has been provided to ensure protection of the receiving collection system
and wastewater treatment facility: N/A
V. If a pretreatment permit is required, has one been issued? N/A Yes; No. If yes,
please attach a copy of the pretreatment permit. If no, provide date application was submitted:
IV. DESIGN INFORMATION:
1. Brief project description: The project requires the extension of the existing Town of Canton
water and sewer lines to serve several businesses and a proposed racetrack and expo center. The project
will involve the installation of approximately 8,900 LF of 8" water line and 8,100 LF of 6" force main
and related appurtenances along the US 19/23 corridor. ' In addition,- the project will require the
installation of a pump station and upgrades to an existing pump station along with individual grinder
pumps placed at designated businesses. The proposed pump station will pump into the existing pump
station wet well.
2. Owner and name of wastewater treatment facility (WWTF) receiving wastewater (See Instruction F.): _
Blue Ridge Paper Products Inc.- Canton Mill WWTF
3. WWTF permit number (NC00***** or WQ00*****): NC000272
4. List the - owner(s) of any intermediate sewers if different from applicant or owner of WWTF (See
Instruction F.): Town of Canton
5. Summary of GRAVITY SEWER to be permitted:
Diameter Length
(inches) (linear feet) ,
6. Does the subject gravity sewer collection system comply with the most recent version ,of the Gravity
Sewer Minimum Design Criteria and 15A NCAC 2H .0200? N/A Yes; No. If no, please
identify criteria and explain:
7. Summary of PUMP STATIONS to be permitted:
No. or
Name
Design Flow
(MGD)
Pump Operational Points
_ GPM @_ feet TDH
Reliability Option
Selected
#1 Upgrade
0.0909
275 GPM @ 136 TDH
Portable Generator
New #14
0.0864
180 GPM @ 199 TDH
Portable Generator
0
FORM: FTA 06/00 Page 3 of 5

MSummary of FORCE MAIN to be permitted:
Diameter
(inches)
Length
(linear feet)
6"
8100
9. List any equipment being utilized that is not specifically mentioned elsewhere in the application or as
part of the Minimum Design Criteria (e.g., telemetry, hoist, odor control equipment, mechanical bar
screens, etc.): Emergency alarm auto dialer
10. Do the subject pump stations and force mains comply with the Minimum Design Criteria for the Fast -
Track Permitting of Pump Stations and Force Mains document adopted June 1, 2000 and 15A NCAC 2H
.0200? X Yes; No. If no, please identify criteria and explain:
NOTE: If you responded NO to item IVA and/or item IV.10. shove, two (2) copies
of detailed plans, specifications, supporting information, and any other materials
pertaining to the identified criteria should be submitted with the
completed and appropriately executed application form.
FORM: FTA 06/00 Page 4 of 5

CERTIFICATIONS
Professional Engineer's Certification:
I, Micheal J.Waresak, P.E. , attest that this application for East Canton — US 19/23 Water and
Sewer Line Extension has been reviewed by me and is accurate, complete and consistent with the information
in the engineering plans, calculations, and all other supporting documentation to the best of my knowledge. I
further attest that to the best of my knowledge the proposed design has been prepared in accordance with the
applicable regulations, Gravity Sewer Minimum Design Criteria for Gravity Sewers adopted February 12,
1996, and the Minimum Design Criteria for the Fast -Track Permitting of Pump Stations and Force Mains
adopted June 1, 2000. Although certain portions of this submittal package may have been developed by other
professionals, inclusion of these materials under my signature and seal signifies that I have reviewed this
material and have judged it to be consistent with'the proposed design. Note: In accordance with NC General
Statutes 143-215.6A and 143-215.613, any person who knowingly makes any false statement, representation,
or certification in any application shall be guilty of a Class 2 misdemeanor which may include a fine not to'
exceed $10,000 as well as civil penalties up to $25,00,6per violation.
North Carolina Professional Engineer's seal, signature, and date:
Applicant's Certification:
I, William Stamey attest that this application for East Canton — US 19/23 Water and
Sewer Line Extension has been reviewed by me and is accurate and complete to the best of my knowledge. I
understand that if all required parts of this application are not completed and that if all required supporting
information and attachments are not included, this application package will be returned to me as incomplete.
Note: In accordance with NC General Statutes 143-215.6A and 143-215.613, any person who knowingly
makes any false statement, representation, or certification in any application shall be guilty of a Class 2
misdemeanor which may include a fine not to exceed $10,000 as well as civil penalties up to $25,000 per
Date: 6 —
FORM: FTA 06/00 Page 5 of 5

ATTACHMENT 1
3. Explanation of how wastewater flow was determined (15A NCAC 2H .0219(1)):
NEW SYSTEM:
(RaceTrack @ 10,000 seats x 5 gals) + (Restaurant @ 200 seats x 40gals) + (Lodge @ 150 Rms x
120gals) + (Campground @ 30 sites x 100 gals) + ( 6 Small Businesses x 4 employees x 25 gals) +
(Condos @ 240 gals x 28 units)= 86,400 gpd
EXISTING SYSTEM UPGRADES:
(150 Houses x 2.5 bedrooms x 120gals) = 45,000 gpd
r

Ivickim
A S S O C I A T E S
December 6, 2002
Mr. Keith Haynes
Division of Water Quality
North Carolina Department of Environment,
and Natural Resources
59 Woodfin Place
Asheville, North Carolina 28801
Re: East Canton — US 19/23
Water and Sewer Line Extension
Haywood County, North Carolina
Dear Mr. Haynes:
Please find enclosed one (1) original and one (1) copy of the signed Fast Track
Application for Gravity Sewers, Pump Stations, and Force Mains for the above referenced
project along with a check for the permit processing fee in the amount of $400.00.
The project involves the installation of approximately 8,900 lineal feet of water line and
8,100 lineal feet of sewer force main to serve several current and proposed businesses along the
US 19/23 corridor east of Canton. The project .also requires the installation of a new pump
station and upgrades to an existing pump station. The sewer lines included in this project
comply with the Minimum Design Criteria issued by NCDENR.
If you have any questions concerning this project or if you need any additional
information, please feel free to give me a call.
Sincerely,
McGILL ASSOC - TES, P.A.
Jeremy D. adeau E.I.
Enclosures
cc: William Stamey, Town Manager
Al Matthews, Assistant Town Manager
Joel Storrow
0070 Vletters/khWec02. doc
Engine e r i n g P l a n n i n g F i n a n c e
McGill Associates, P.A. • P.O. Box 2259, Asheville, NC 28802 • 55 Broad Street, Asheville, NC 28801
828-252-0575 • FAX [phone]

TOWN OF CANTON
2528
Date Inv No.
11-22-2002 NC112202
TOWN OF CANTON
P.O. BOX 987 A 58 PARK ST.
CANTON, NC 28716
This Disbursement has been approved as required by
the Local Government Budget and Fiscal Control Act.
Four Hundred Dollars and 00 Cents
NORTH CAROLINA DEPARTMENT OF E
ENVIRONMENT & NATURAL RESOUR
RALEIGH NC -
P.O: No.
Amt
400.00
Total Amt: 400.00
2528
CENTRAL CAROLINA BANK
CANTON, NORTH CAROLINA 2528
66-46/531
CHECK NO.
b
11-22-2002
$400.00 y
ro
DATE
0
AMOUNT
m
d
a
d
N
B
CCOUNTANT
P:�•r.
TREASURER
•
AUTHORIZED SIGNATURE w

State of North Carolina (DO WM 2�3
of Environment and Natural Resources
Division of Water Quality
kST-TRACK APPLICATION
ERS, PUMP STATIONS, AND FORCE MAINS
ystems are not to be included as part of this application package)
THIS FORM MAY BE PHOTOCOPIED FOR USE AS AN ORIGINAL.
INSTRUCTIONS: Indicate that you have included the following list of required application package items by signing your
initials in the space provided next to each item. Failure to submit all required items will lead to additional processing and review
time for the permit application.
A. Application Form - Submit one original and one copy of the completed and appropriately executed application form.
Any changes to this form will result in the application being returned. The Division of Water Quality (Division) will
only accept application packages that have been fully completed with all applicable items addressed. You do not need
to submit detailed plans and specifications unless you respond NO to item IV.6. and/or item IV.10.
B. Attachment - Submit the completed and properly executed Form WSCA 10/99 for each watershed within the project
location.
`� C. Application Fee - Submit a check in the amount of $400 made payable to: North Carolina Department of Environment
and Natural Resources (NCDENR).
N/A D. Certificates of Public Convenience and Necessity — If the application is being submitted in the name of a privately -
owned public utility, submit two copies of the Certificate of Public Convenience and Necessity, which demonstrates
that the public utility is authorized to hold the utility franchise for the area to be served by the sewer extension. If a
Certificate of Public Convenience and Necessity has not been issued, provide two copies of a letter from the NC
Utilities Commission's Public Staff that states that an application for a franchise has been received, that the service area
is contiguous to an existing franchised area, and/or that franchise approval is expected.
N/A _ E. Operational Agreements — Submit one original and two copies of a properly executed operational agreement if the
sewer extension will be serving residential or commercial lots (e.g., houses, condominiums, townhomes, outparcels,
etc.) that will be owned by a homeowners' association or developer. If the applicant is a homeowners' association, use
Form HOA 10/99. If the applicant is a developer, use Form DEV 10/99.
VOF. Flow Acceptance Letters — If the owner of the downstream sewers and/or WWTF is different from the applicant,
submit two copies of a flow acceptance letter from the owner of the downstream sewers and WWTF. Flow acceptance
letters must contain the following minimum information: applicant and project name, amount of flow accepted, and
name and permit number of the receiving sewers/WWTF. The flow acceptance must not expire prior to permit
issuance and must be dated less than a year prior to the application date. Intergovernmental agreements or other
contracts will not be accepted in lieu of a project -specific flow acceptance letter.
THE COMPLETED APPLICATION PACKAGE, INCLUDING ALL SUPPORTING INFORMATION AND
MATERIALS, SHOULD BE SENT TO THE FOLLOWING ADDRESS:
NORTH CAROLINA DEPARTMENT OF ENVIRONMENT AND NATURAL RESOURCES
DIVISION OF WATER QUALITY
NON -DISCHARGE PERMITTING UNIT
By U.S. Postal Service: By Courier/Special Delivery:
1617 MAIL SERVICE CENTER 512 NORTH SALISBURY STREET, SUITE 1219
RALEIGH, NORTH CAROLINA 27699-1617 RALEIGH, NORTH CAROLINA 27604
TELEPHONE NUMBER: [phone]
FACSIMILE NUMBER: [phone]
For more information, visit our web site at: k2o.ennstate.naus/ndpuY! i
T
i tl
.l DEC 02002
FORM: FTA 06/00
Page 1 of 5

Application Number: Qo (to be completed by DWQ)
LION:
ne of the municipality, corporation, individual, etc.):
to
Fficial's name and title (15A NCAC 2H .0206(b)):
Mr. William Stamey, Town Manager
Name and complete address of applicant: PO Box 987
City: Canton State: North Carolina Zip: 28716
Telephone number: [phone] Facsimile number: [phone]
3. Project name (name of the subdivision, facility or establishment, etc.):
East Canton — US 19/23 Water and Sewer Line Extension
4. County where project is located: Haywood County
5. Fee submitted: $ 400.00 (See Instruction C.)
6. Name and complete address of engineering firm: McGill Associates, P.A.
55 Broad Street
City: Asheville State: North Carolina Zip: 28801
Telephone number: [phone] Facsimile number: ( 828 ) 252-2518
7. Name and affiliation of contact person who can answer questions about application:
Micheal J. Waresak RE
H. PERMIT INFORMATION:
1. Project is: X new; modification
2. If this application is being submitted as a result of a modification to an existing permit, provide:
existing permit number N/A
3. Applicant is: X public private
and the issuance date
If private, units (lots, townhomes, etc.) are: leased (Skip to item III.); sold
If sold, facilities owned by a: public utility (See Instruction D.);
homeowners' association/developer (See Instruction E.)
III. INFORMATION ON WASTEWATER:
1. Please provide a one- or two -word description specifying the origin of the wastewater (school,
subdivision, hospital, commercial facility, industry, apartments, condominiums, etc.):
Commercial / Residential Facilities
2. Volume of wastewater generated by this project. 86,400 gallons per day
3. Explanation of how wastewater flow was determined (15A NCAC 2H .0219(1)): See Attached Sheet
4. Nature of wastewater: 100 % Domestic/Commercial;
FORM: FTA 06/00
% Other waste - specify:
Page 2 of 5
0 % Industrial;'?I
DEC 0,..A @ i P t
2002 9 d

is industrial in nature:
of pretreatment that has been provided to ensure protection of the receiving collection system
and wastewater treatment facility
A
b. If a pretreatment permit is required, has one been issued? N/A Yes; No. If yes,
please attach a copy of the pretreatment permit. If no, provide date application was submitted:
IV. DESIGN INFORMATION:
1. Brief project description: The project requires the extension of the existing Town of Canton
water and sewer lines to serve several businesses and a proposed racetrack and expo center. The project
will involve the installation of approximately 8,900 LF of 8" water line and 8,100 LF of 6" force main
and related appurtenances along the US 19/23 corridor. In addition the project will require the
installation of a pump station and upgrades to an existing pump station along with individual grinder
pumps placed at designated businesses The proposed pump station will pump into the existing pump
station wet well.
2. Owner and name of wastewater treatment facility (WWTF) receiving wastewater (See Instruction F.): _
Blue Ridge Paper Products Inc.- Canton Mill WWTF
3. WWTF permit number (NC00***** or WQ00*****): NC000272
4. List the owner(s) of any intermediate sewers if different from applicant or owner of WWTF (See
Instruction F.): Town of Canton
5. Summary of GRAVITY SEWER to be permitted:
Diameter Length
(inches) (linear feet)
6. Does the subject gravity sewer collection system comply with the most recent version of the Gravity
Sewer Minimum Design Criteria and 15A NCAC 2H .0200? N/A Yes; No. If no, please
identify criteria and explain:
7. Summary of PUMP STATIONS to be permitted:
No. or
Name
Design Flow
(MGD)
Pump Operational Points
_ GPM @_ feet TDH
Reliability Option
Selected
#1 Upgrade
0.0909
275 GPM @ 136 TDH
Portable Generator
New #14
0.0864
180 GPM @ 199 TDH
Portable Generator
FORM: FTA 06/00 Page 3 of 5

)e permitted:
Diameter
(inches)
Length
(linear feet)
6"
8100
9. List any equipment being utilized that is not specifically mentioned elsewhere in the application or as
part of the Minimum Design Criteria (e.g., telemetry, hoist, odor control equipment, mechanical bar
screens, etc.): Emergency alarm auto dialer
10. Do the subject pump stations and force mains comply with the Minimum Design Criteria for the Fast -
Track Permitting of Pump Stations and Force Mains document adopted June 1, 2000 and 15A NCAC 2H
0200? X Yes; No. If no, please identify criteria and explain:
NOTE: If you responded NO to item IVA and/or item IV.10. above, two (2) copies
of detailed plans, specifications, supporting information, and any other materials
pertaining to the identified criteria should be submitted with the
completed and appropriately executed application form.
FORM: FTA 06/00 Page 4 of 5

(Avoo)��12-3
Engineer's Certification:
icheal J.Waresak, P.E. , attest that this application for East Canton — US 19/23 Water and
xtension has been reviewed by me and is accurate, complete and consistent with the information
-ring plans, calculations, and all other supporting documentation to the best of my knowledge. I
im «ivi aucD� that to the best of my knowledge the proposed design has been prepared in accordance with the
applicable regulations, Gravity Sewer Minimum Design Criteria for Gravity Sewers adopted February 12,
1996, and the Minimum Design Criteria for the Fast -Track Permitting of Pump Stations and Force Mains
adopted June 1, 2000. Although certain portions of this submittal package may have been developed by other
professionals, inclusion of these materials under my signature and seal signifies that I have reviewed this
material and have judged it to be consistent with the proposed design. Note: In accordance with NC General
Statutes 143-215.6A and 143-215.613, any person who knowingly makes any false statement, representation,
or certification in any application shall be guilty of a Class 2 misdemeanor which may include a fine not to
exceed $10,000 as well as civil penalties up to $25,000 per violation.
North Carolina Professional Engineer's seal, signature, and date:
Applicant's Certification:
I, William Stamey attest that this application for East Canton — US 19/23 Water and
Sewer Line Extension has been reviewed by me and is accurate and complete to the best of my knowledge. I
understand that if all required parts of this application are not completed and that if all required supporting
information and attachments are not included, this application package will be returned to me as incomplete.
Note: In accordance with NC General Statutes 143-215.6A and 143-215.613, any person who knowingly
makes any false statement, representation, or certification in any application shall be guilty of a Class 2
misdemeanor which may include a fine not to exceed $10,000 as well as civil penalties up to $25,000 per
Date: 14 6-Z
I1
!' DEC 0
2002
C, (,:.:
I, fit
FORM: FTA 06/00 Page 5 of 5

ATTACHMENT 1
3. Explanation of how wastewater flow was determined (15A NCAC 2H .0219(1)):
(RaceTrack @ 10,000 seats x 5 gals) + (Restaurant @ 200 seats x 40gals) + (Lodge @ 150 Rms x
120gals) + (Campground @ 30 sites x 100 gals) + ( 6 Small Businesses x 4 employees x 25 gals) +
(Condos @ 240 gals x 28 units)= 86,400 gpd
EXISTING SYSTEM UPGRADES:
(150 Houses x 2.5 bedrooms x 120gals) = 45,000 gpd

828*646*3419 T0:92516452 PAGE:02
October 22, 2002
Mr. William G. Stam:ey
Town Manager
Town of Canton
P.O. Box 987
Canton, North Carolina 28716
RE: Canton Motor Sports Park
Dear Mr. $tamey:
Pursuant to your inquiry regarding the flow allocation for the Canton Motor Sports Park,
Blue Ridge Paper Products Inc. agrees to accept the increased wastewater flow. This
approval is subject to the terms and conditions of the agreement dated February 28, 1964
and amended on February 26, 1990 (attached).
We understand this additional wastewater volume, with an estimated volume of 205,540
gallons per day will not exceed the towns total allowable volume of 900,000 gallons per
day (dry weather).
If you need additional infoTmation please contact me.
Sincerely,
Bob Shanahan
VP of Manufacturing and Mill Management
Attachments
175 Main Street + P.O. Box 4000
Canton, North Carolina 28716
Phone: [phone] • Fax: [phone]
Raising Your ExFOCtat'ions

'.C-12 02 12:02 FROM:
828*646*3419
TO:
Town of Canton
58 Park Street
Canton, NC 28716
Phone [phone]
Fax [phone]
Fax
To: K p-i 4 u a-nrla ,
Fag: as 1-toys �1,
Phone:
Re:
From
PaL.0s:
Date:
CC:
A l ma Aew &
i
U ent For Review Please Comment please Re
pk
Comments :
Ca. C f �,ka IPL
v
his facsimile is privileged and confidential information that is intended for the use of the addressce_ If you have
eceivcd this message in error, please notify us immediately by telephone at the number listed above.

McGILL ASSOCS. 11062
State of North Carolina
Department of Environment and Natural Resources
Division of Water Quality
WATERSHED CLASSIFICATION ATTACHMENT
Any changes made 6 this form will result in the application being returned.
(THIS FORM AMYBE PHOTOCOPIED FOR USE AS AN ORIGINAL)
INSTRUCTIONS:
To determine the classification of the watershed(s) in which the subject project will be located, you are required to
submit this form, with Items 1 through 8 completed, to the appropriate Division of Water Quality Regional Office
Water Quality Supervisor (see Page 2 of 2) prior to submittal of the application for review: At a minimum, you must
include an 8.5" by 11" copy of the portion of a 7.5-minute USGS Topographic Map that, shows the surface waters
immediately downslope of the project. You must identify the location of the project and the closest downslope
surface waters (waters for which you are requesting the classification) on the submitted map copy. If the facility is
located in the Neuse River Basin, also include a copy of the soil survey map for the project location. The
corresponding non -discharge application may not be submitted until this form is completed by the appropriate
regional office and included with the submittal.
1. Applicant's name (name of the municipality; corporation, individual, etc.): Town of Canton
2. -Name and complete address of applicant:
City: . Canton State: l North Carolina Zip: 28716
Telephone number: ( 828 } 648-2363 Facsimile number: ( 828 ) 646-3419
3. Project name (name of the subdivision, facility or establishment, etc.):
East Canton — US 19/23 Water I d Sewer Line
4. County where project is located: Haywood 1
5. Name(s) of closest surface waters: Hominy Creek
6. River basin(s) in which the project is located: French Broad
7. Topographic map name and date: Canton Quadrangle May - 19S
8. North Carolina Professional Engineer's seal, signature, and date:
TO: REGIONAL OFFICE WATER QUALITY SUPERVISOR
Please provide me with the classification(s) of the surface waters, watershed(s), and
these activities will occur, as identified on the attached map segment:
Name(s) of surface waters and river basin(s): -�AO
Classification(s) (as established by the EMC):
Proposed classification(s), if applicable:
River basin buffer rules, if applicable:
Signature of regional office personnel:
a
ri
0 2002
1UUII111;1 T)lii: ,?
�i �1 C?L�C41S! E C F�!:rL^.'�.;•� ��•�_�i(�;_
Date:
DIVISION OF WATER QUALITY REGIONAL OFFICES
Asheville Regional Office Fayetteville Regional Office Mooresville Regional Office
WQ Supervisor WQ Supervisor WQ Supervisor
FORM: WSCA 10/99 Page 1 of 2

/20/2002 14:11 FAX [phone]
gMcGill
ASSOCIATES
McGILL ASSOCS.
FAX TRANSMITTAL
PLEASE DELIVER THE FOLLOWING PAGE(S) TO:
NAME:
Noj,
7
COMPANY: N C- —~ 097N _ pw
FAX NUMBER: -7 01
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TOTAL NUMBER OF PAGE(S) S 16 fe-W 4y " CX r
(INCLUDING COVER SHEET)
IF YOU DO NOT RECEIVE ALL PAGES OR HAVE ANY PROBLEM WITH RECEIVING
THIS TRANSMISSION, PLEASE CALL CONNIE AT 1-828-252-0575
FROM: Toby % CA0 ,
McGILL ASSOCIATES, P.A.
CONSULTING ENGINEERS 55 BROAD STREET
ASHEVILLE, NORTH CAROLINA 28801
TELEPHONE: [phone]
COMMENTS:
�I
FAX.DOC
FAX NUMBER: 1-828-252-2518
Engineering • Planning •-Fi,nance
McGill Associates, P.A. - P.O. Box 2259, Asheville, NC 28802 •55 Broad Street, Asheville, NC 28801 • 828-252-0575 • FAX [phone]

j1IF/2002 14:12 FAX [phone]
59 Woodfin Place
Asheville, NC 28801
Phone: [phone]
,Faic: [phone]
Avery
Buncombe
Burke
Caldwell
Cherokee
Clay
Graham.
Haywood
'Henderson
Jackson
Macon
Madison
McDowell
Mitchell
Polk
Rutherford
Swain
Transylvania
Yancey
Raleigh Regional Office
WQ Supervisor
3800 Barrett Drive, Suite 101
Raleigh, NC 27609
Phone: [phone]
Fax: [phone]
Chatham
Durham
Edgecombe
Franklin
Granville
Halifax
Johnston
Lee
Nash
Northampton
Orange
Person
Vance
Wake
Warren
Wilson
Winston-Salem Regional Office
WQ Supervisor
585 Waughtown Street
Winston-Salem, NC 27107
Phone: [phone]
Fax: [phone]
Alamance Rockingham
Alleghany Randolph
Ashe
Stokes
Caswell
Surry
Davidson
Watauga
Davie
Wilkes
Forsyth
Yadkin
Guilford
McGILL ASSOCS.
Wachovia Building, Suite 714
Fayetteville, NC 28301
Phone: [phone]
Fax: [phone]
Anson
Moore
Bladen
Robeson
Cumberland
Richmond
Harnett
Sampson
Hoke
Scotland
Montgomery
Washington Regional Office
WQ Supervisor
943 Washington Square Mall
Washington, NC 27889
Phone: [phone]
Fax: [phone]
Beaufort
Bertie
Camden
Chowan
Craven
Currituck
Dare
Gates
Greene
Hertford
Hyde
Jones
Lenoir
Martin
Pamlico
Pasquotank
Perquimans
Pitt
Tyrell
Washington
Wayne
919 North Main Street
Mooresville, NC 28115
Phone: [phone]
Fax: [phone]
Alexander
Lincoln
Cabarrus
Mecklenburg
Catawba
Rowan
Cleveland
Stanly
Gaston
Union
Iredell
Wilmington Regional Office
WQ Supervisor
127 Cardinal Drive Extension
Wilmington, NC 28405-3845
Phone: [phone]
Fax: [phone]
Brunswick New Hanover
Carteret Onslow
Columbus Pender
DupIin
z
soft�ntea f1T 7.

State of North Carolina
Department of Environment
and Natural Resources
Asheville Regional Office
Michael F. Easley, Governor
William G. Ross, Jr., Secretary
Alan Klimek, P.E., Director
Division of Water Quality
WATER QUALITY SECTION
June 17, 2003
Mr. Bill Noland, Chairman
West Canton Water:and Sewer District
215 North Main Street
Waynesville, North Carolina 28786
0 1
4•175w'A
Vf
NCDENR
NORTH CAROUNA DEPARTMENT OF
ENVIRONMENT AND NATURAL RESOURCES
SUBJECT: Permit No. W00021233 - Modification
West Canton Sewer System Improvements
Wastewater Collection System Extension
)04W
ood County
Dear Mr. Noland:
In accordance with your application received June 6, 2003, please find attached modified Permit
No.WQ0021233 for the construction and operation of the subject wastewater collection system
extension. This Permit shall be effective from the date of issuance until rescinded and shall be subject
to the conditions and limitations as specified therein. This cover letter shall be considered a part of this
permit and is therefore incorporated therein by reference.
Please pay particular attention to condition three (3) of the permit which requires that the
wastewater collection facilities be properly operated and maintained in accordance with 15A NCAC 2H
.0227 or any individual system -wide collection system permit issued to the' Permittee.
Permitting of this project does not constitute acceptance of any part of the project that does
not meet 15A NCAC 2H .0200; the Division of Water Quality's (Division) Gravity Sewer Minimum
Design Criteria adopted February 12, 1996 as applicable; and the Division's Minimum Design
Criteria for the Fast -Track Permitting of Pump Stations and Force Mains adopted June 1, 2000 as
applicable, unless specifically mentioned herein. Division approval is based on acceptance of the
certification provided by a North Carolina -licensed Professional Engineer in the application. It
shall be the Permittee's responsibility to ensure that the as -constructed project meets the
appropriate design criteria and rules. Failure to comply may result in penalties in accordance with
North Carolina General Statute 143-215.6A through 143-215.6C, construction of additional or
replacement wastewater collection facilities, and/or referral of the North Carolina -Licensed
Professional Engineer to the licensing board.

Bill Noland
June 17, 2003
Page Two
In accordance with the provisions of Article 21 of Chapter 143, General Statutes of North
Carolina as amended, and other applicable Laws, Rules, and Regulations, permission is hereby
granted to West Canton Water and Sewer District for the construction and operation of
approximately 31,350 linear feet of eight inch gravity sewer; a 215 gallon per minute pump station,
a 200 gallon per minute pump station with duplex pumps, on -site audible and visual high water
alarms, telemetry, and stand-by power supply onsite; as well as approximately 7,214 linear feet of
six inch force main to serve 342 dwellings, 3 churches and 96 additional 3 bedroom homes as part
of the West Canton Sewer System Improvements and the discharge of 138,060 gallons per day of
collected domestic wastewater into the Town of Canton's existing sewerage system, pursuant to the
application received April 15, 2002, and in conformity with 15A NCAC 2H .0200; the Division's
Gravity Minimum Design Criteria adopted February 12, 1996 as applicable; the Division's Minimum
Design Criteria for the Fast -Track Permitting of Pump Stations and Force Mains adopted June 1,
2000 as applicable; and other supporting data subsequently filed and approved by the Department
of Environment and Natural Resources and considered a part of this permit.
The sewage and wastewater collected by this system shall be treated in the Blue Ridge Paper
Products, Inc. Wastewater Treatment facility (NPDES Permit No. NC0000272) prior to being
discharged into the receiving stream.
If any parts, requirements, or limitations contained in this permit are unacceptable, you have
the right to request an adjudicatory hearing upon written request within 30 days following receipt of
this permit. This request must be in the form of a written petition, conforming to Chapter 150B of .
North Carolina General Statutes, and filed with the Office of Administrative Hearings, 6714 Mail
Service Center, Raleigh, NC 27699-6714. Unless such demands are made, this permit shall be
final and binding.
If you need additional information concerning this matter, please contact Mr. Keith Haynes
at 828/251-6208.
Sincerely,
Enclosure
xc: Haywood County Health Department
Non -Discharge Permitting Unit
Town of Canton
Jack Horton
McGill Associates
Keith Haynes
0)

NORTH CAROLINA
ENVIRONMENTAL MANAGEMENT COMMISSION
DEPARTMENT OF ENVIRONMENT AND NATURAL RESOURCES
RALEIGH
WASTEWATER COLLECTION SYSTEM EXTENSION PERMIT
WEST CANTON SEWER SYSTEM IMPROVEMENTS
PERMIT NUMBER WQ0021233
This permit shall be effective from the date of issuance until rescinded and shall be subject
to the following specified conditions and limitations:
1. This permit shall become voidable unless the wastewater collection facilities are constructed
in accordance with the conditions of this permit: 15A NCAC 2H .0200; the Division of Water
Quality's (Division) Gravity Sewer Minimum Design Criteria adopted February 12, 1996 as
applicable; the Division's Minimum Design Criteria for the Fast -Track Permitting of. Pump
Stations and Force Mains adopted June 1, 2000 as applicable; and other supporting
materials unless specifically mentioned herein.
2. This permit shall be effective only with respect to the nature and volume of wastes described
in the application and other supporting data.
3. The wastewater collection facilities shall be properly maintained and operated at all times.
The Permittee shall maintain compliance with an individual system wide collection system
permit for the operation and maintenance of these facilities as required by 15A NCAC 2H
.0227. If an individual permit is not required, the following performance criteria shall be met
as provided in 15A NCAC 2H .0227:
a. The sewer system shall be effectively maintained and operated at all times to prevent
discharge'to surface waters, and any contravention of the groundwater standards in
15A NCAC 2L .0200 or the surface water standards in 15A NCAC 213 .0200.
b. , A map of the sewer system shall be developed prior to January 1, 2004 and shall
be actively maintained.
c. An operation and maintenance plan shall be developed and implemented.
d. Pump stations that are not connected to a telemetry system shall be inspected every
day, as defined in 15A NCAC 213 .0503(5). Pump stations that are connected to a
telemetry system shall be inspected at least once per week.
e. High -priority sewer lines shall be inspected at least once per every six-month period
of time.

A general observation of the entire sewer system shall be conducted at least once per
year.
g. Inspection and maintenance records shall be maintained for a period of at least three
years.
h. Overflows and bypasses shall be reported to the appropriate Division Regional Office
in accordance with 15A NCAC 2B .0506(a), and public notice shall be provided as
required by North Carolina General Statute 143-215.1 C.
4. This permit shall not be transferable. In the event there is a desire for the wastewater
facilities to change ownership, or there is a name change of the Permittee, a formal permit
request shall be submitted to the Division accompanied by documentation from the parties
involved, and other supporting materials.as may be appropriate. The approval of this request
shall be considered on its merits and may or may not be approved.
5. Construction of the gravity sewers shall be scheduled so as not to interrupt service by the
existing utilities nor result in an overflow or bypass discharge of wastewater to the surface
waters of the State.
6. Upon completion of construction and prior to operation of these permitted facilities, a
certification, a copy of the construction record drawings, as well as supporting design
calculations for any pump stations permitted as part of this project shall be received from a
North Carolina -licensed Professional Engineer certifying that the facilities have been installed
in accordance with this permit; 15A NCAC 2H .0200; the Division's Gravity Sewer Design
Criteria adopted February 12, 1996 as applicable; the Division's Minimum Design Criteria for
the Fast -Track Permitting of Pump Station and Force Main adopted June 1, 2000 as
applicable; and other supporting materials. If this project is to be completed in phases and
partially certified, you shall retain the responsibility to track further construction approved
under the same permit, and shall provide a final certificate of completion once the entire
project has been completed. A copy of the construction record drawings, indicating the
facilities constructed in the phase being certified, shall be submitted with each partial
certification. Mail the Engineer's Certification, one copy of the "Construction Record
Drawings", and one copy of the supporting design calculations to the Non -Discharge
Permitting Unit, 1617 Mail Service Center, Raleigh, NC 27699-1617.
7. A copy of the construction record drawings shall be maintained on file by the Permittee for
the life of the wastewater collection facilities.
8. Failure to abide by the conditions and limitations contained in this permit; 15A NCAC 2H
.0200; the Division's Gravity Sewer Design Criteria adopted February 12, 1996 as applicable;
the Division's Minimum Design Criteria for the Fast -Track Permitting of Pump Station and
Force Mains adopted June 1, 2000 as applicable; and other supporting materials may subject
the Permittee to an enforcement action by the Division, in accordance with North Carolina
General Statutes 143-215.6A through 143-215.6C.
4

s
WQ0021233
9. In the event that the wastewater collection facilities fail to perform satisfactorily, including the
creation of nuisance conditions, the Permittee shall take immediate corrective action,
including those as may be required by this Division, such as the construction of additional or
replacement facilities.
10. The issuance of this permit shall not exempt the Permittee from complying with any and all
statutes, rules, regulations, or ordinances that may be imposed by other government
agencies (local, state and federal) which have jurisdiction, including but not limited to
applicable river buffer rules in 15A NCAC 2B .0200, erosion and sedimentation control
requirements in 15A NCAC Ch. 4 and under the Division's General Permit NCG0100000, and
any requirements pertaining to wetlands under 15A NCAC 2B .0200 and 15A NCAC 2H
.0500.
11. Non-compliance ,Notification:
The Permittee shall report by telephone to the Asheville Regional Office, telephone number
828/251-620.8 as soon as possible, but in no case more than 24 hours or on the next working
day, following the occurrence or first knowledge of the occurrence of either of the following:
a. Any process unit failure, due to known or unknown reasons, that renders the facility
incapable of adequate wastewater transport, such as mechanical or electrical failures of
pumps, line blockage or breakage, etc.; or
b. Any failure of a pumping station or sewer line resulting in a by-pass directly to receiving
waters without treatment of all or any portion of the influent to such station or facility.
Persons reporting such occurrences by telephone shall also file a written report in letter form
within five days following first knowledge of the occurrence. This report must outline the
actions taken or proposed to be taken .to ensure that the problem does not recur.
Permit issued this the seventeenth day of June, 2003.
NORTH CAROLINA ENVIRONMENTAL MANAGEMENT COMMISSION
n Klimek, `P.E., DiFector
[Division of Water. Quality
By Authority of the Environmental Management Commission
PERMIT NO. WQ0021233

CAI
Permit No. W00021233
June 17, 2003
ENGINEERS CERTIFICATION
Partial Final
I, , as a duly registered Professional Engineer in the State of North
Carolina, having been authorized to observe (periodically, weekly, full time) the construction of the
project, West Canton Sewer System Improvements, Canton, N.C.. Haywood County for the
Project Name Location and County
Permittee hereby state that, to the best of my abilities, due care and diligence was used in the
observation of the construction such that the construction was observed to be built within substantial
compliance of this permit; 15A NCAC 2H .0200; the Division of Water Quality's (Division) Gravity
Sewer Minimum Design Criteria adopted February 12, 1996 as applicable; the Division's Minimum
Design Criteria for the Fast -Track Permitting of Pump Stations and Force Mains adopted June 1,
2000 as applicable; and other supporting materials.
North Carolina Professional Engineer's seal, signature, and date:
The above Engineer's Certification shall be completed and submitted to the address below with one
copy of the "Construction Record Drawings" of the wastewater collection system extension as well
as supporting design calculations for any pump stations permitted as part of this project. This project
shall not be considered complete nor allowed to operate until this Engineer's Certification and all
required supporting documentation have been received by the Division. Any wastewater flow made
tributary to the wastewater collection system extension prior to completion of this Engineer's
Certification shall be considered a .violation of the permit and shall subject the Permittee to
appropriate enforcement actions.
NORTH CAROLINA DIVISION OF WATER QUALITY
WATER QUALITY SECTION
NON -DISCHARGE PERMITTING UNIT
1617 MAIL SERVICE CENTER
RALEIGH, NORTH CAROLINA 27699-1617

State of North Carolina
®�epartm ne t of Environment and Natural Resources
Division of Water Quality
FAST -TRACK APPLICATION
for GRAVITY SEWERS, PUMP STATIONS, AND FORCE MAINS
(Pressure sewers systems are not to be included as part of this application package)
INSTRUCTIONS: Indicate that you have included the following list of required application package items by checking the
space provided next to each item. Failure to submit all required items will lead to your application being returned as
incomplete or additional processing and review time. This form may be photocopied for use as an original.
® I. Application Form - Submit one original and one copy of the completed and appropriately executed application
form. Any changes to this form will result in the application being returned. The Division of Water Quality
(Division) will only accept application packages that have been fully completed with all applicable items
addressed. You do not need to submit detailed plans and specifications unless you respond NO to Item B(12).
® II. Application Fee - Submit a check in the amount of $400 made payable to: North Carolina Department of
Environment and Natural Resources (NCDENR).
❑ III. Certificates of Public Convenience and Necessity — If the application is being submitted in the name of a
privately -owned public utility, submit two copies of the Certificate of Public Convenience and Necessity (CPCN)
which demonstrates that the public utility is authorized to hold the utility franchise for the area to be served by the
sewer extension. If a CPCN has not been issued, provide two copies of a letter from the North Carolina Utilities
Commission's Public Staff that states that an application for a franchise has been received, that the service area
is contiguous to an existing franchised area, and/or that franchise approval is expected. The project name in the
CPCN or letter must match that provided in Item A(2a) of this application.
❑ IV. Operational Agreements — Submit one original and two copies of a properly executed operational agreement if
the sewer extension will be serving residential or commercial lots (e.g., houses, condominiums, townhomes,
outparcels, etc.) that will be owned by a homeowners' association or developer (Item B(2b)). If the applicant is a
homeowners' association, use Form HOA 02/03. If the applicant is a developer, use Form DEV 02/03. EVEN IF
THE PROJECT WILL BE TURNED OVER TO A MUNICIPALITY, FORM DEV 02/03 IS REQUIRED.
® V. Flow Acceptance Letters — If the owner of the downstream sewers and/or WWTF is different from the applicant,
submit two copies of a flow acceptance letter from the owner of the downstream sewers and WWTF, if different.
Flow acceptance letters must contain the following minimum information: applicant and project name, amount of
flow accepted, and name and permit number of the receiving sewers/WWTF. The flow acceptance must not
expire prior to permit issuance and must be dated less than a year prior to the application date.
Intergovernmental agreements or other contracts will not be accepted in lieu of a project -specific flow acceptance
letter.
® VI. Map — Submit an 8.5-inch by 11-inch copy of the portion of a 7.5-minute USGS Topographic Map along with this
form. The map should identify the entire project area location as well as the, closest downslope surface waters as
clearly as possible. Each map portion must be labeled with the map name and number, the identified location,
and be of clear and reproducible quality. For instancy, if the project involves 4 miles of interceptor sewer that
traverses over or near several different waterbodies (or counties, basins, etc.), the map should have location ID's
for each different waterbody (where the sewer line is within 100 feet of such waterbody - see Instruction.Vll).
® VII. Watershed Classifications — Section C
• If any portion of the project is within 100 feet of any down slope surface water, Section C must be completed
for the pertinent sections.
• If the entire project area is a minimum of 100 feet away from any down slope surface waters BUT there is a
pump station involved where a history of power outage is to be used to provide adequate design storage
instead of dual feed or permanent or portable generator, Section C must be completed to demonstrate that
the closest down slope surface water is Class C (see 15A NCAC 2H .0219(h)(3)(D)).
• Use the guidance document entitled, "Determining Watershed Classifications for Form FTA 02/03 (Fast -Track
rer Systems)" available from http://h2o.enr.state.nc.us/ndpu or- by contacting the appropriate regional
INS�'F,{FQTi�O�S �OR FORM FTA 02/03
.; , JUUII

riEnv11r0on mental Assessments — If this project is subject to an Environmental Assessment (EA) ]15A NCAC
01C .0500], this application can not be used. Send the project application on Form PSFMGSA 10/99 to the
Non -Discharge Permitting Unit, 1617 Mail Service Center, Raleigh, NC 27699-1617. Applications can not be
processed until a Finding of No Significant Impact (FONSI) or Environmental Impact Statement (EIS) has been
issued. A copy is to be submitted with that permit application.
® IX. Certifications — Section D
The application must be certified by both the applicant and a North Carolina Registered Professional Engineer
(PE). The applicant signature must match the signing official listed in Item A(1 b). The PE should NOT certify the
application if he/she is unfamiliar with 15A NCAC 2H..0200, the Gravity Sewer Minimum Design Criteria (most
recent version) and the Minimum Design Criteria for the Fast -Track Permitting of Pump Stations and Force Mains
(most recent version), as applicable to the project. Certification by a PE who is unfamiliar with these documents
is subject to NC Board referral.
THE COMPLETED FTA 02/03 APPLICATION PACKAGE, INCLUDING ALL SUPPORTING DOCUMENTS AND $400
FEE, SHOULD BE SENT TO THE APPROPRIATE REGIONAL OFFICE
REGIONAL OFFICE
ADDRESS
COUNTIES SERVED
Asheville Regional Office
59 Woodfin Place
Avery, Buncombe, Burke, Caldwell,
Asheville, North Carolina 28801
Cherokee, Clay, Graham, Haywood,
Henderson, Jackson, Macon, Madison,
[phone]
[phone] Fax
McDowell, Mitchell, Polk, Rutherford, Swain,
Transylvania, Yancey
Fayetteville Regional Office
Anson, Bladen, Cumberland, Harnett, Hoke,
225 Green Street Suite 714
Montgomery, Moore, Robeson, Richmond,
Fayetteville, North Carolina 28301
Sampson, Scotland
[phone]
[phone] Fax
Mooresville Regional Office
919 N Main Street
Alexander, Cabarrus, Catawba, Cleveland,
Mooresville, North Carolina 28115
Gaston, Iredell, Lincoln, Mecklenburg, Rowan,
[phone]
Stanly, Union
[phone] Fax
Raleigh Regional Office
Chatham, Durham, Edgecombe, Franklin,
1628 Mail Service Center
Granville, Halifax, Johnston, Lee, Nash,
Raleigh, North Carolina 27699-1628
Northampton, Orange, Person, Vance, Wake,
[phone]
Warren, Wilson
[phone] Fax
Washington Regional Office
Beaufort, Bertie, Camden, Chowan, Craven,
943 Washington Square Mall
Currituck, Dare, Gates, Greene, Hertford,
Washington, North Carolina 27889
Hyde, Jones, Lenoir, Martin, Pamlico,
[phone]
Pasquotank, Perquimans, Pitt, Tyrrell,
[phone] Fax
Washington, Wayne
Wilmington Regional Office
Brunswick, Carteret, Columbus, Duplin, New
127 Cardinal Drive Extension
Hanover, Onslow, Pender
Wilmington, North Carolina 28405
[phone]
[phone] Fax
Winston-Salem Regional
585 Waughtown Street
Alamance, Alleghany, Ashe, Caswell,
Office
Winston-Salem, North Carolina
Davidson, David, Forsyth, Guilford,
27107
Rockingham, Randolph, Stokes, Surry,
[phone]
Watauga, Wilkes, Yadkin
[phone] Fax
For more info►mation, visit our web site at: http://h2o.enr.state.nc.us/ndpu/
INSTRUCTIONS FOR FORM FTA 02/03

1:...._.__..................,..........._.....__......_......._...........__............._..-_....._._._.......---..__.._...._.---
-- .._...--..._............_..._..._....._:._.__......._........_.._..._.............................._.__............ _.........._............................._.._._-........................__._._.................. _.... _ ............................................ _...........�
USE THE TAB KEY TO MOVE FROM FIELD TO FIELD! Application Number:
(to be completed by DWQ)
I.
Owner
1 a.
-- _...----....._....__---..... ___._........._._.................._......_-_..........._..........................................................._. ---- -- --- - ..._
West Canton Water and Sewer District
j
Full Legal Name (company, municipality, HOA, utility, etc.)
__.............-.__......_ __..._.__.. ......... ............ -_-__._ __ ........................... _... .... _........... _._ ...... _. _... _.............
i'
1 b
Bill D. Noland, Chairman !
j 0
..........................................................................................................................................................._.............................................................................................................................................................................................................................._......_._..........................-...................._......................
Signing Official Name and Title (Please review 15A NCAC 2H .0206(b) for authorized signing officials!).....................................�
1 c.
The legal entity who will own this system is: I
Q
❑ Individual ❑ Federal ❑ Municipality ❑ State/County ® Private Partnership ❑ Corporation ® Other (specify): W&S-
..................
........... District............................................................................................................................................................................................................................. ..................... ........... ........................... ................... .
1d.
i
215 North Main Streete. Canton
01
-LL
'.................
Street Address City
1f.
North Carolina 1g. 28786
Z
State Zip Code
1 h.
[phone] 1 i. [phone] 1j.
' .
. Q
Telephone Facsimile E-mail
........... ............... ......................................................,......................................................_............................................................... ...................... ... ............._ ...................................................
{
V
, 2.
Project (Facility) Information:
J
�.
2a.
West Canton Sewer System Improvements 12b. Haywood
Brief Project Name (permit will refer to this name) County Where Project is Located
-,_Q
3.
...... ....... ......................................................................................................................................................... ........ ........................................................................ ........................................................................................................................
Contact Person: ........................ ......._........_................... _............................................... _... __......................................................................................................... ................................. ........... ---................ _.................. _._............... .._._._..............................
a
3a.
Dana Bolden, McGill Associates, P.A.
Name and Affiliation of Someone Who Can Answer Questions About this Application
.__._......--..... _ _ ....---__..._. _ �___.._ . ___. _.._...__ - .._. _.. _.._... __......
3b.
[phone] 13c. [e-mail]
Phone Number E-mail
- --._-__._-.....__..
.......
1
.._.............. -_.......... -- --- -- -- ---....... - ..._..__- ....... _..... _.......
Project is ❑New ®Modification (of an existing permit) If Modification, Permit No.: W00021233
...._.._............__..._..—_..__...—_.......--
2
................ _......._.... _..----.._.._............ ..............-----._....._._.--._.....— ...... _ ........__._._.._—._.. _............ _I
Owner is ® Public (skip to Item B(3)) ❑ Private (go to Item 2(a))
...............
2a.
-__.......... _._.._..-.--....... .... ----...... _.... --..._ - ....__.._._........-.....--------...................................................................__..................._.........._........-_.__.........._....................--_-............_..._..__............._._.__.._........._._................_.....__...._...._........-1
If private, applicant will be: j 2b. If sold, facilities owned by a (must choose one
❑ Retaining Ownership (i.e. store, church, single office, etc.) ❑Public Utility (Instruction III)
j❑
Leasing units (lots, townhomes, etc. - skip to Item B(3)) ❑ Homeowner Assoc./Developer (Instruction IV)
❑ Selling units (lots, townhomes, etc. - go to Item B(2b))
Z
3.
Blue Ridge Paper Products, Inc. WWTF
Owner of Wastewater Treatment Facility (WWTF) Treating Wastewater From This Project
4a.
Blue Ridge Paper Products
4b. NC0000272
Name of WWTF
WWTF Permit No.
- - -
®
5a.
Town of Cantont -�5b. 15-Inches - 5c. W00021233
L'
Z......-__.....__.......
Owner of Downstream Sewer Receiving Sewer Size Permit Number of Downstream Sewer
........... -- ......... _._— — ..._..._...------_..._.._...... --........_..._—._......_.._._._—_._._..._..._._—�
----- ._...---.................. ----..._._.. ----.._..........................................._..................._....__..
this is that
6.
The origin of wastewater (check all apply):
i
i
® Residential Subdivision ❑Car Wash
W
® Apartments/Condominiums ❑ Institution
100 % Domestic/Commercial
0.
❑ Mobile Home Park ! ❑ Hospital
❑ School ® Church
% Industrial
`
❑ Restaurant ❑ Nursing Home
% Other (specify):
❑Office ❑ Other (specify):
7.
Volume of wastewater to be permitted in this project: 34,560 gallons per day
8.
If the permitted flow is zero, indicate why:
i
❑ Interceptor Line - Flow will be permitted is subsequent permits that connect to this line
® Flow has already been allocated in Permit No. WQ092V33 IIOL9. 1 ;1�1 JUG _ �1j,
2� �t
❑ Rehabilitation or replacement of existing sewer with no new flow expected

9. Provide the wastewater flow calculations used in determining the permitted flow in accordance with 15A NCAC 2H
.0219(I) for Item B(7) or the design flow for line or pump station sizing if zero flow in the space below. Values other than
i that in 15A NCAC 2H .0219(1)(1-2) must be approved prior to submittal of this application. Submit a separate request to
the Division of Water Quality Non -Discharge Permitting Unit, 1617 Mail Service Center, Raleigh, NC 27699-1617 in
accordance with 15A NCAC 2H .0219(I)(3).
'
j Qavg =96 houses (3 bdrms/house) (120 Gals/day/bdrm)
Qavg = 34,560 GPD
i
........ ___...... __......._ _... ___............
10. Summary of Sewer Lines to be Permitted (attach additional sheets if necessary) '
Size (inches) Length (feet) Gravity or Force Main
(pull down menu)
6 7,214 Force Main
........................................ ..................................................................................................................................................................................................................................................................................................
I
8 31,350 Gravity
j__........_ - _....._.. _.. ---- _ _ ..._...._ .._......_.._._. - ...__...........-
Gravity I
W...................... ........................................................................................................................ ....................................................................................................................................... ....... ............................_................................................ .....................
Gravity
Z _------ — --- ----- Gravity -----i
............... ............................................................................... ............ ................... ......................................... ........... ........................................................ .......................................................... .....................
Z Gravity
........ .. ........ -- ._...... _.................. -- .__._ .................................... _... .... __.... ... .................. ..... .--- ......... _.-_...... _...... _ ......... ............. _.............. .
i
(� Gravity
................................................. ................................................................... ...... ................................................................................................. ....... ..... .................................. ........ ........
Z. ENTER TOTAL LINE LENGTH IN MILES: 7.3 j
Q11. Summary of Pump Stations to be Permitted (attach additional sheets as necessary)
---- - - - - --- Power Reliability Option
Location ID Design Flow Operational Point (dual line feed, permanent generator w/ATS,
Q (as shown on plans) (MGD) GPM @ TDH { portable generator w/autodialer, wet well storage)
- ........... ............. ....... .................
Z Terrace Drive P.S. 200 135 Portable generator w/ autodialer, wet well storage
i
i James Street P.S. 215 201 Portable generator w/ autodialer, wet well storage
W j
CL _............_'..................__......__._.._............. ..
- --
12 Does the sewer system comply with the Minimum Design Criteria for the Fast Track Permiittiing of Pump Stations and Force'
I Mains (latest version), the Gravity Sewer Minimum Design Criteria (latest version) and 15A NCAC 2H .0200 as applicable?
! ® Yes ❑ No If no, please reference the pertinent minimum design criteria or regulation and indicate why a
I variance is requested:
I
i
I
i !
I
SUBMIT TWO COPIES OF PLANS, SPECIFICATIONS OR CALCULATIONS PERTINENT TO THE VARIANCE WITH YOUR APPLICATION
:13. Have the following permits/certifications been submitted for approval?
F
Wetland/Stream Crossings - General Permit or 401 Certification? ❑ Yes ❑ No ® N/A
Sedimentation and Erosion Control Plan? ❑ Yes ❑ No ® N/A
i
Stormwater? ❑ Yes [-]No ® N/A
. . ............... -___.-_-......... _._... _._................................... .................. _...... ------ _.-.__....___..._._.._.__..._._.._..._--..__....__..-_.._._.-______......__.._.._...___.._._ _ ... .

PLICATION for GRAVITY SEWERS, PUMP STATIONS, AND FORCE MAINS PAGE 3
.............. -._..._..... --..... -_.............. _........... ..........._._...---..._....---....— - _ - _.._.._._...----- .... __.._..-
1. Use the Divisions guidance document entitled, "DETERMINING STREAM CLASSIFICATIONS FOR FORM FTA 02/03
(FAST -TRACK SEINER SYSTEMS)" to collect and record the stream classification data below (attach additional sheets as
0
necessary). This document is available from our web site or by contacting the appropriate Division of Water Quality
regional office (see instructions for addresses) OR indicate the following:
❑ A Watershed Classification is not needed because all parts of the project are at least 100 feet away from any down
waterbody; AND,
'`
i
................................slope
..............................slope
❑ A Watershed Classification is not needed because the design does not depend on wet well storage as a power
reliability option for any pump station near a Class C down slope waterbody.
......... ........................................................................................................................................................................_..........................................._.......................................................................................................................... ........ .................... .... ......
'
Location ID Name of Waterbody Stream Waterbody i
�.
on Map Waterbody County River Basin Index Classification i
®
Terrace Dirve P.S.
Pigeon River
Haywood 0304 5 -(7) C
UJ
I James Street P.S.
Pigeon River
Haywood .0304 5 -(7) C
................. --- ............ _.__................
........... _..... _....._._....._.....--------....__...._................................................................
_.... _....... _...... _.:..__._.._...._._.._..... _..... _...... _..__....................:.__.... -- -- . _ ._............ ....... ... _..-_........... .....:....
UJ
I
'......................
................................_......_........................._................ _..................'.............................. .. __......................................... _......... _..... ............................
t
Submit the 8.5" x 11" topographic map as required in Instruction VI regardless of whether a classification is provided!
A. Applicant's Certification:
I attest that this application for West Canton Sewer System Improvements has
been reviewed by me and is accurate and complete to the best of my knowledge. I understand that if all required parts
of this application are not completed and that if all required supporting documentation and attachments are not included,
this application package is subject to being returned as incomplete. Note: In accordance with North Carolina General
Statutes 143-215.6A and 143-215.6B, any person who knowingly makes any false statement, representation, or
certification in any applicati n shall be guilty of a Class_ 2 misdemeanor which may include a not to exceed $10,000
_.fine
as��w�e� to $25, 000 per violation.
.... ............................................................................. ............................ ......
1a. si G-3—off
S Official S' ature IV l7 2003 Date
2.- Professio gineer's Certification: - -—---
®
I attest that this application for West Canton Sewer System Improvements ,. has been
reviewed by me and is accurate, complete and consistent with the information in the engineering plans, calculations, and
all other supporting documentation to the best of my knowledge. I further attest that to the best of my knowledge the
proposed design has been prepared in accordance with the applicable regulations, Gravity Sewer Minimum Design Criteria
for Gravity Sewers adopted February 12, 1996, and the Minimum Design Criteria for the Fast -Track Permitting of Pump
Stations and Force Mains adopted June 1, 2000 and the watershed classification in accordance with Division guidance.
Although certain portions of this submittal package may have been developed by other professionals, inclusion of these
materials undermy signature and seal signifies that I have reviewed this material and have judged it to be consistent with
LJ.I `
the proposed design. Note: In accordance with NC General Statutes 143-215.6A and 143-215.6B, any person who
k
knowingly makes any false statement, representation, or certification in any application shall be guilty of a Class 2
misdemeanor which may include a fine not to exceed $10,000 as well as civil penalties up to $25,000 per violation.
............__.._.............................._............. _...... -...... _..._-.... -.............. ...........-.... _.......... _._...... _................ __.._............ ............................................................................... ............................ ...................................... _._._... -... _._.._..................................................... _...................
� I apaogoa0000bpg j
2a. Mike Ware sak
Engineer Name
1Professional
...._............... _............... _...... _..__........................ _....... _._.......... _..... _................................. _.... _........................... __..........................................................................................
2b.McGill Associates, P.A. fir: t
Engineering Firm Q
......... _......... _ .._..........._......._.......__........ -.._..................._................................................._........................_..............................._...
! .
2c 55 Broad Street T j
Address�op
I � I
2d. Asheville � NC 2f. 28801 was
e. 1
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i............_..__....._
City State Zir��'��
............................................._...................._....................................._............._.........__...__._..._......_._...----._.._._..._..._._®0®
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Telephone Facsimile i E-mail Seal, Signature &Date

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OF WATER QUALITY
:H BROAD RIVER BASIN
2B .0300
Classification
Name of Stream
Description
Class
Date
Index No.
Poison Cove Branch
From source
to
Pigeon River
WS-III
08/03/92
5-4 ..
Stamey Cove Branch
From source
to
Pigeon River
WS-III
08/03/92
5-5
Garden Creek
From source
to
Pigeon River
WS-III
08/03/92
5-6
Henson Cove Branch
From source
to
Garden Creek
WS-III
08/03/92
5-6-1
Coffee Branch
From source
to
Garden Creek
WS-III
08/03/92
5-6-2
PIGEON RIVER
From Garden
Creek to Canton
WS-III Tr CA
08/03/92
5-(6.5)
Water Intake
PIGEON RIVER
From Canton
Water Supply
C
09/01/74
5-(7)
(Waterville Lake below
Intake to North
elevation;,2258)
Carolina -Tennessee State_
Line
Beaverdam Creek
From source
to
Pigeon River
C
07/01/73
5-8
Long Branch
From source
to
Beaverdam
B
04/01/58
5-8-1
Creek
West Cove Branch
From source
to
Beaverdam
C
09/01/74
5-8-2
Creek
Wilson Cove Branch
From source
to
Beaverdam
C
09/01/74
5-8-3
Creek
Rough Creek
From source
to
dam at
WS-I Tr ORW
08/01/00
5-8-4-(1)
Canton Reservoir
Rough Creek
From dam at
Canton
C HQW
08/03/92
5-8-4-(2)
Reservoir to Beaverdam Creek
Rice Cove Creek
From source
to
Beaverdam
C
09/01/74
5-8-5
Creek
Murray Branch
From source
to
Pigeon River
C
09/01/74
5-9
Thickety Creek
From source
to
Pigeon River
C
09/01/74
5-10
Bowen Branch
From source
to
Pigeon River
C
09/01/74
5- 0 5
Patton Branch
From source
to
Pigeon River
C
09/01/74
5-11
Sally Haynes Branch
From source
to
Pigeon River
C
09/01/74
5-12
Medford Cove Branch
From source
to
Pigeon River
C
09/01/74
5-13
Conner Mill Branch
From source
to
Pigeon River
C
08/03/92
5-14
Chambers Branch
From source
to
Pigeon River
C
09/01/74
5-15
Richland Creek (Lake
From source
to
Lake
B
04/01/58
5-16-(1)
Junaluska)
Junaluska Dam
Redbank Branch
From source
to
Richland
C
09/01/74
5-16-2
Creek
Winchester Creek
From source
to
Richland
C
09/01/74
5-16-3
Creek
Little Branch
From source
to
Winchester
C
09/01/74
5-16-3-1
Creek
Nolen Creek
From source
to
Richland
C
09/01/74
5-16-4
Creek
Drift Branch
From source
to
Richland
C
09/01/74
5-16-5
Creek
0

�p fVl TaladvillN (g
Office
H CAR
WILLIAM G. STAMEY .
TOWN MANAGER
April 1, 2002
Mr. James W. Stevens, Chairman
West Canton Water and Sewer District
215 North Main Street
Waynesville, North Carolina 28786
Re: Acceptance of Wastewater
Chairman Stevens:
The Town of Canton hereby agrees to accept the wastewater generated by the West
Canton Water -and Sewer District's West Canton Sewer System Improvements project into
the Town's sewerage collection system. Average flows of up -to 103,500 gallons per day
will be accepted into the system under this authorization. The wastewater will be
conveyed to the Blue Ridge Paper Products, Inc. wastewater treatment plant for. treatment
under the Town of Canton''s existing 900,000 gallon per day flow allocation contract with
the plant.
Sincerely,
G. S
Y
Town Manager
cl
ry
'\ w

Mc G- i 11
A S S O C I A T E S
June 6, 2003
Mr. Keith Haynes
Division of Water Quality
North Carolina Department of Environment,
and Natural Resources
59 Woodfm Place
Asheville, North Carolina 28801
Dear Mr. Haynes:
JUN - G 2003 .�
d�r=FV:F
Re: West Canton Water and Sewer District
West Canton Sewer System Improvements
Haywood County, North Carolina
Please find enclosed a Fast Track Application for Gravity Sewers, Pump Stations, and
Force Mains for the above referenced project along with a check for the permit processing fee
in the amount of $400.00. Permit Number WQ0021233 was originally issued for the project
on April 16, 2002. This application reflects the- change of location of the proposed Terrace
Drive Pump Station that you and I discussed on April 1, 2003.
If you have any questions concerning this project or if you need any additional
information, please feel free to give me a call at 252-0575 or email me at
[e-mail].
Sincerely,
McGILL ASSOCIATES, P.A.
). 44��
DANA J. BOLDEN
Enclosures
cc: Rick Honeycutt
01711 /letters/khMu=6. doe
Engine e r i n g . P l a n n i n g F i n a n c e
McGill Associates, P.A. • P.O. Box 2259, Asheville, NC 28802 • 55 Broad Street, Asheville, NC 28801
828-252-0575 • FAX [phone]

® COUNTY
r
EPARTMENT
p N. MAIN STREET
COURTHOUSE ANNEX
WAYNESVILLE, N.C. 28786
FIRST CITIZENS BANK
WAYNESVILLE, N.C. 28786
********400 DOLLARS AND NO CENTS
CHECK NO. 251924
251924
- VOID AFTER 60 DAYS
VENDOR CHECK DATE CHECK AMOUNT
6843 04/11/2003 $400.00
PAY THIS DISBURSEMENT HAS BEEN'Af PROVED'AS`REQUIRE'D BY
DEPT . OF ENVIRONMENTAL&.NATURAL RESO THE LOCAL GOVERNMENT'BUOGET & FISCAL CONTROUACT...
1616 MAIL SERVICE CENTER
TOTHE RALEIGH NC 27699-1617
ORDER
r

251924
HAYWOOD COUNTY • WAYNESVILLE, N.C.
INVOICE DATE Y INVOICE NUMBER Y INVOICE DESCRIPTION
04/04/031 04-01-03 1 APPL FEE -WEST CANTON
041103 2 511 924
NET INVOICE AMOUNT PO NO. VOUCHER
400.0 25143

of ooc
tate of
Department of Environment and Natural Resources
7 Division of Water Quality
FAST -TRACK APPLICATION
for GRAVITY SEWERS, PUMP STATIONS, AND FORCE MAINS
(Pressure sewers systems are not to -be included as part of this application package)
INSTRUCTIONS: Indicate that you have included the following list of required application package items by checking the
space provided next to each item. Failure to submit all required items will lead to your application being returned as
incomplete or additional processing and review time. This form may be photocopied for use as an original.
® I. Application Form - Submit one original and one copy of the completed and appropriately executed application
form. Any changes to this form will result in the application being returned. The Division of Water Quality
(Division) will only accept application packages that have been fully completed with all applicable items
addressed. You do not need to submit detailed plans and specifications unless you respond NO to Item B(12).
® 11. Application Fee - Submit a check in the amount of $400 made payable to: North Carolina Department of
Environment and Natural Resources (NCDENR).
❑ III. Certificates of Public Convenience and Necessity — If the application is being submitted in the name of a
privately -owned public utility, submit two copies of the Certificate of Public Convenience and Necessity (CPCN)
which demonstrates that the public utility is authorized to hold the utility franchise for the area to be served by the
sewer extension. If a CPCN has not been issued, provide two copies of a letter from the North Carolina Utilities
Commission's Public Staff that states that an application fora franchise has been received, that the service area
is contiguous to an existing franchised area, and/or that franchise approval is expected. The project name in the
CPCN or letter must match that provided in Item A(2a) of this application.
❑ IV. Operational Agreements — Submit one original and two copies of a properly executed operational agreement if
the sewer extension will be serving residential or commercial lots (e.g., houses, condominiums, townhomes,
outparcels, etc.) that will be owned by a homeowners' association or developer (Item B(2b)). If the applicant is a
homeowners' association, use Form HOA-02/03. If the applicant is a developer, use Form DEV 02/03. EVEN IF
THE PROJECT WILL BE TURNED OVER TO A MUNICIPALITY, FORM DEV 02/03 IS REQUIRED.
® V. Flow Acceptance Letters — If the owner of the downstream sewers and/or WWTF is different from the applicant,
submit two copies of a flow acceptance letter from the owner of the downstream sewers and WWTF, if different.
Flow acceptance letters must contain the following minimum information: applicant and project name, amount of
flow accepted, and name and permit number of the receiving sewers/WWTF. The flow acceptance must not
expire prior to permit issuance and must be dated less than a year prior to the application date.
Intergovernmental agreements or other contracts will not be accepted in lieu of a project -specific flow acceptance
letter.
® VL Map — Submit an 8.5-inch by 11-inch copy of the portion of a 7.5-minute USGS Topographic Map along with this
form. The map should identify the entire project area location as well as the closest downslope surface waters as
clearly as possible. Each map portion must be labeled with the map name and number, the identified location,
and be of clear and reproducible quality. For instance, if the project involves 4 miles of interceptor sewer that
traverses over or near several different waterbodies (or counties, basins, etc.), the map should have location ID's-
for each different waterbody (where the sewer line is within 100 feet of such waterbody - see Instruction.Vll).
® VII. Watershed Classifications — Section C
• If any portion of the project is within 100 feet of any down slope surface water, Section C must be completed
for the pertinent sections..
• If the entire project area is a minimum of 100 feet away from any down slope surface waters BUT there is a
pump station involved where a history of power outage is to be used to provide adequate design storage
instead of dual feed or permanent or portable generator, Section C must be completed to demonstrate that
the closest down slope surface water is Class C (see 15A NCAC 2H .0219(h)(3)(D)).
• Use the guidance document entitled, "Determining Watershed Classifications for Form FTA 02/03 (Fast -Track
Sewer Systems)" available from http://h2o.enr.state.nc.us/ndpu or by contacting the appropriate regional
office.
lUN
G 2GE4STRUCTIONS FOR FORM FTA 02/03

V.0
n
omental Assessments — If this project is subject to an Environmental Assessment (EA) ]15A NCAC
500], this application can not be used. Send the project application on Form PSFMGSA 10/99 to the
Non -Discharge Permitting Unit, 1617 Mail Service Center, Raleigh, NC 27699-1617. Applications can not be
processed until a Finding of No Significant Impact (FONSI) or Environmental Impact Statement (EIS) has been
issued. A copy is to be submitted with that permit application.
® IX. Certifications — Section D
The application must be certified by both the applicant and a North Carolina Registered Professional Engineer
(PE). The applicant signature must match the signing official listed in Item A(1 b). The PE should NOT certify the
application if he/she is unfamiliar with 15A NCAC 2H .0200, the Gravity Sewer Minimum Design Criteria (most
recent version) and the Minimum Design Criteria for the Fast -Track Permitting of Pump Stations and Force Mains
(most recent version), as applicable to the project. Certification by a PE who is unfamiliar with these documents
is subject to NC Board referral.
THE COMPLETED FTA 02/03 APPLICATION PACKAGE, INCLUDING ALL SUPPORTING DOCUMENTS AND $400
FEE, SHOULD BE SENT TO THE APPROPRIATE REGIONAL OFFICE
REGIONAL OFFICE
ADDRESS
COUNTIES SERVED
Asheville Regional Office
59 Woodfin Place
Avery, Buncombe, Burke, Caldwell,
Asheville, North Carolina 28801
Cherokee, Clay, Graham, Haywood,
[phone]
Henderson, Jackson, Macon, Madison,
[phone] Fax
McDowell, Mitchell, Polk, Rutherford, Swain,
Transylvania, Yancey
Fayetteville Regional Office
Anson, Bladen, Cumberland, Harnett, Hoke,
225 Green Street Suite 714
Montgomery, Moore, Robeson, Richmond,
Fayetteville, North Carolina 28301
Sampson, Scotland
[phone]
[phone] Fax
Mooresville Regional Office
919 N Main Street
Alexander, Cabarrus, Catawba, Cleveland,
Mooresville, North Carolina 28115
Gaston, Iredell, Lincoln, Mecklenburg, Rowan,
[phone]
Stanly, Union
[phone] Fax
Raleigh Regional Office
Chatham, Durham, Edgecombe, Franklin,`
1628 Mail Service Center
Granville, Halifax, Johnston, Lee, Nash,
Raleigh, North Carolina 27699-1628
Northampton, Orange, Person, Vance, Wake,
[phone]
Warren, Wilson
[phone] Fax
Washington Regional Office
Beaufort, Bertie, Camden, Chowan, Craven,
943 Washington Square Mall
Currituck, Dare, Gates, Greene, Hertford,
Washington, North Carolina 27889
Hyde, Jones, Lenoir, Martin, Pamlico,
[phone]
Pasquotank, Perquimans, Pitt, Tyrrell,
[phone] Fax
Washington, Wayne
Wilmington Regional Office
Brunswick, Carteret, Columbus, Duplin, New
127 Cardinal Drive Extension
Hanover, Onslow, Pender
Wilmington, North Carolina 28405
[phone]
[phone] Fax
Winston-Salem Regional
585 Waughtown Street
Alamance, Alleghany, Ashe, Caswell,
Office
Winston-Salem, North Carolina
Davidson, David, Forsyth, Guilford,
27107
Rockingham, Randolph, Stokes, Surry,
[phone]
Watauga, Wilkes, Yadkin
[phone] Fax
For more information, visit our web site at. http://h2o.enr.state.nc.us/ndpu/
. INSTRUCTIONS FOR FORM FTA 02/03

TION for GRAVITY SEWERS, PUMP STATIONS, AND FORCE MAINS PAGE 1
1�
USE THE TAB KEY TO MOVE FROM FIELD TO FIELD! Application Number:
(to be completed by DWQ)
1. Owner:
fa-'. _....W....._-e._s.....t...-Ca--.....-n......................_.__.a......---nd-Sewer..--..__.._.__....----District ----....... _----...----.._._..... - ----
ton._....Water.....
Full Legal Name (company, municipality, HOA, utility, etc.)
1 b. Bill D. Noland, Chairman
Signing Official Name and Title (Please review 15A NCAC 2H .0206(b) for authorized signing officials!)
.......................................... __.......................... ......................................... ....._........ _................................................._............................ _......._......................................_....._.__................._......._...._... _.......................... _................ -........................................................ ......... _..._............................................ _..........................................
1 c. The legal entity who will own this system is:
❑ Individual ❑ Federal ❑ Municipality ❑ State/County ® Private Partnership ❑ Corporation ® Other (specify): W&S-
d. 215 North Main Street 11 e. Canton
Street Address City
f. North Carolina 1g. 28786
State Zip Code
h. [phone] Ili. [phone] 1j.
Telephone I Facsimile E-mail
_...--_..._.._........ ..................................... ......_..... _... ..... _.. ... .... _....... _................ _....... ....... _................. ---- .............. _........... --- _._..__._._...__..._.._._
Project (Facility) Information:
West Canton Sewer System Improvements Rb. Haywood
Brief Project Name (permit will refer to this name) County Where Project is Located
Contact Person:
Dana Bolden, McGill Associates, P.A.
Name and Affiliation of Someone Who Can Answer Questions About this Application
[phone] 13c. [e-mail]
Phone Number ( E-mail
Project is ❑ New ® Modification (of an existing permit) If Modification, Permit No.: WQ0021233
Owner is ® Public (skip to Item B(3)) ❑ Private (go to Item 2(a))
If private, applicant will be: — — — - 2b. If sold, facilities owned by a (must
❑ Retaining Ownership (i.e. store, church, single office, etc.) ❑ Public Utility (Instruction III)
❑ Leasing units (lots, townhomes, etc. - skip to Item B(3)) ❑ Homeowner Assoc./Developer (Instruction IV) l
❑ Selling units (lots, townhomes, etc. - go to Item B(2b)) i
Blue Ridge Paper Products, Inc. WWTF
Owner of Wastewater Treatment Facility (WWTF) Treating Wastewater From This Project
Blue Ridge Paper Products 4b. NC0000272
Name of WWTF I WWTF Permit No.
Town of Cantont 5b. 15-Inches c. WQ0021233 �)
Owner of Downstream Sewer Receiving Sewer Size Permit Number of Downstream Sewer
The origin of this wastewater is (check all that apply):

TION for GRAVITY SEWERS, PUMP STATIONS, AND FORCE MAINS PAGE 2
9. Provide the wastewater flow calculations used in determining the permitted flow in accordance with 15A NCAC 2H
.0219(l) for Item B(7) or the design flow for line or pump station sizing if zero flow in the space below. Values other than
that in 15A NCAC 2H .0219(1)(1-2) must be approved prior to submittal of this application. Submit a separate request to
the Division of Water Quality, Non -Discharge Permitting Unit, 1617 Mail Service Center, Raleigh, NC 27699-1617 in
accordance with 15A NCAC 2H .0219(1)(3).
Qavg =96 houses (3 bdrms/house) (120 Gals/day/bdrm)
Qavg = 34,560 GPD
10.
Summary of Sewer Lines to be Permitted (attach additional sheets if necessary)
Size (inches) i Length (feet)
Gravity or Force Main
'
i
(pull down menu)
6 7,214
Force Main
8 31,350 i
-------------- _._._ '...._...._.....---..__..__....._.._..._._................._....----
Gravity
.-. ".----
❑
... _-- _*....... ... ..... ................. ...__._...................... _..... _............. _..... _._...._ _
Gravity
Gravity
.ii
Z
Gravity
E-- ;;__..._____...-...__..__.__�._.-........._..__
_—_...._._...-•---._...__._..._.._._. —__........... ..... _..... _..__._...____.......... _.____._.—:_._..__
..... ___.... _..... _.............. _.... _.......... ............ ...... ... -__-.-
Z
Gravity
_... ..... ... ...... _...-- --- --- - i ..._. ___..__._._...- — .._.__._.._..---._.._._..- - ...-- - ---... .....
--....... - - - - -.. __.._.. - ._...- -- .... __.
(.i
Gravity
_......... ..__....... _... .._.................... ..--------._... -- __i_.-..__..... _.........
------
ENTER TOTAL LINE LENGTH IN MILES; 7.3
1. Summary of Pump Stations to be Permitted (attach additional sheets as necessary)
Power Reliability Option
Location ID Design Flow ! Operational Point (dual line feed, permanent generator MATS,
(as shown on plans) i (MGDj GPM 01 TDH portable generator w/autodialer, wet well storm
Terrace Drive P.S. ; 200 I . 135 .1 • Portable generator w/ autodialer. wet well
James Street P.S. i 215 ! 201 ( Portable generator w/ autodialer, wet well sto
Does the sewer system comply with the Minimum Design Criteria for the Fast Track Permitting of Pump Stations and Force
Mains (latest version), the Gravity Sewer Minimum Design Criteria (latest version) and 15A NCAC 2H .0200 as applicable?
® Yes [:]No If no, please reference the pertinent minimum design criteria or regulation and indicate why a
variance is requested:
` ;SUBMIT TWO COPIES OF PLANS, SPECIFICATIONS OR CALCULATIONS PERTINENT TO THE VARIANCE WITH YOUR APPLICATION

TION for GRAVITY SEWERS, PUMP STATIONS, AND FORCE MAINS PAGE 3
1. Use the Division's guidance document entitled, "DETERMINING STREAM CLASSIFICATIONS FOR FORM FTA 02/03
(FAST -TRACK SEWER SYSTEMS)" to collect and record the stream classification data below (attach additional sheets as
necessary). This document is available from our web site or by contacting the appropriate Division of Water Quality
regional office (see instructions for addresses) OR indicate the following:
❑ A Watershed Classification is not needed because all parts of the project are at least 100 feet away from any down
slope waterbody; AND,
.......................... ......................._.................._.................._........._............._....._........__...................---...__.............._.............._.._._.._........................................_._........................._..._._.............__..._.__...__........_...................._..._...._............_......................_.................__........._.....................__.._......................
❑ A Watershed Classification is not needed because the design does not depend on wet well storage as a power
reliability option for any pump station near a Class C down slope waterbody. .
Location ID
on Map
Name of
Waterbody
! Waterbody Stream Waterbody
County River Basin Index Classification
Terrace Dirve P.S.
Pigeon River
Haywood .0304 5 -(7) C
James Street P.S.
Pigeon River
Haywood ; 0304 5 -(7) C
Submit the 8.5" x 11" topographic map as required in Instruction VI regardless of whether a classification is provided!
a.
Applicant's Certification:
I attest that this application for West Canton Sewer System Improvements has
been reviewed by me and is accurate and complete to the best of my knowledge. 1 understand that if all required parts
of this application are not completed and that if all required supporting documentation and attachments are not included,
this application package is subject to being returned as incomplete. Note: In accordance with North Carolina General
Statutes 143-215.6A and 143-215.6B, any person who knowingly makes any false statement, representation, or
certification in any applicati n shall be guilty of a Class 2 misdemeanor which:may include a fine not to exceed $10,000
$25,00er violation.
P
as we I e to 0
i... _
Official Siafiature
JUN -� 6
Date
I attest that this application for West Canton Sewer System Improvements : has been
reviewed by me and is accurate, complete and consistent with the information in the engineering plans, calculations, and
all other supporting documentation to the best of my knowledge. 1 further attest that to the best of my knowledge the
proposed design has been prepared in accordance with the applicable regulations, Gravity Sewer Minimum Design Criteria
for Gravity Sewers adopted February 12, 1996, and the Minimum Design Criteria for the Fast -Track Permitting of Pump
Stations and Force Mains adopted June 1, 2000 and the watershed classification in accordance with Division guidance.
Although certain portions of this submittal package may have been developed by other professionals, inclusion of these
materials under my signature and seal signifies that 1 have reviewed this material and have judged it to be consistent with
the proposed design. Note: In accordance with NC General Statutes 143-215.6A and 143-215.6B, any person who
knowingly makes any false statement, representation, or certification in any application shall be guilty of a Class 2
misdemeanor which may include a fine not to exceed $10,000 as well as civil penalties up to $25,000 per violation.
Mike Waresak
Professional Engineer Name
_........._._ ............. ............... _...... _.............. ............ _..__....... __.._..-------- —.._._......... _.......... _... _..... _....... _ ........ ._.._._......... ------- ...__.._.__.......
McGill Associates, P.A.
Engineering Firm
.__. ....._........_.__...--......_......_._.....-.........---._.._......----...._._..._.__._.._._._._...__................_.__._.
55 Broad Street
Address
--- ..._.... --- - - ..........- - .._................... -----...... .................. _._,_.._._...._..._ .. --- - -
Asheville Pe. NC 2f. 28801
City I State ( Zip
.-................... _.... _................ _.... __.......... _................ _...... ---....................................... _.................... ...._....__.t_...__....._..__............ .__.._..__._..... _..... __........ _..............
[phone] 2h. [phone] i.
Telephone Facsimile E-mail
Seal, Signature & Date

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1 OF WATER QUALITY
CH BROAD RIVER BASIN
2B .0300
Classification
Name of Stream
Description
Class
Date
Index No.
Poison Cove Branch
From.source.to
Pigeon River
WS-III
08/03/92
5-4
Stamey Cove Branch
From source
to
Pigeon River
WS-III
08/03/92
5-5
Garden Creek
.From source
to
Pigeon River
WS-III
08/03/92
5-6
Henson Cove Branch
From source
to
Garden Creek
WS-III
08/03/92
5-6-1
Coffee Branch
From source
to
Garden Creek
WS-III
08/03/92
5-6-2
PIGEON RIVER
From Garden
Creek to Canton
WS-III Tr CA
Oa/03/92
5-(6.5)
Water Intake
PIGEON RIVER
From Canton
Water Supply
C
09/01/74
5-(7)
(Waterville Lake below
Intake to North
elevation„2258)
Carolina -Tennessee State
Line
Beaverdam Creek
From source
to
Pigeon River
C
07/01/73
5-8
Long Branch
From source
to
Beaverdam
B
04/01/58
5-8-1
Creek
West Cove Branch
From source
to
Beaverdam
C
09/01/74
5-8-2
Creek
Wilson Cove Branch
From source
to
Beaverdam
C
09/01/74
5-8-3
Creek
Rough Creek
From source
to
dam at
WS-I Tr ORW
08/01/00
5-8-4-(1)
Canton Reservoir
Rough Creek
From dam at
Canton
C HQW
08/03/92
5-8-4-(2)
Reservoir to Beaverdam Creek
Rice Cove Creek
From source
to
Beaverdam
C
09/01/74
5-8-5
Creek
Murray Branch
From source
to
Pigeon River
C
09/01/74
5-9
Thickety Creek
From source
to
Pigeon River
C
09/01/74
5-16
Bowen Branch
From source
to
Pigeon River
C
09/01/74
5- 0 5
L Patton Branch
From source
to
Pigeon River
C
09/01/74
5-11
Sally Haynes Branch
From source,to
Pigeon River
C
09/01/74
5-12
Medford Cove Branch
From source
to
Pigeon River
C
09/01/74
5-13
Conner Mill Branch
From source
to
Pigeon River _
C
08/03/92
5-14
Chambers Branch
From source
to
Pigeon River
C
09/01/74
5-15
Richland Creek (Lake
From source
to
Lake
B
04/01/58
5-16-(1)
Junaluska)
Junaluska Dam
Redbank Branch
From source
to
Richland
C
09/01/74
5-16-2
Creek
Winchester Creek
From source
to
Richland
C
09/01/74
5-16-3
Creek
Little Branch
From source
to
Winchester
C
09/01/74
5-16-3-1
Creek
Nolen Creek
From source
to
Richland
C
09/01/74
5-16-4
Creek
Drift Branch
From source
to
Richland
C
09/01/74
5-1625
Creek
10

Office of The Town Manager
WILLIAM G. STAMEY .
TOWN MANAGER _
April 1, 2002
Mr. James W. Stevens, Chairman
West Canton Water and Sewer District
215 North Main Street
Waynesville, North Carolina 28786
Re: Acceptance of Wastewater .
Chairman Stevens:
The Town of Canton hereby agrees to accept the wastewater generated by the West
Canton Water and Sewer District's West Canton Sewer System Improvements project into
the Town's sewerage collection system. Average flows of up 'to 103,500 gallons per day.
will be accepted into the system under this authorization. The wastewater will _be
conveyed to the Blue Ridge Paper Products, Inc. wastewater treatment plant for: treatment
under the Town of Canton's existing 900,000 gallon per day flow allocation contract with
the plant.
Sincerely,
Y
Town Manager
i.
V

Michael F. Easley, Governor
William G. Ross, Jr., Secretary
North Carolina Department of Environment and Natural Resources
WATER QUALITY SECTION
June 17, 2003
Mr. William Stamey, Manager
Town of Canton
58 Park Street
Canton, North Carolina 28716
Alan W. Klimek, P.E., Director
Division of Water Quality
Asheville Regional Office
Subject: Permit No. WQ0022713
Penland Street Upgrade
Wastewater Collection System Extension
H ywood County
Dear Mr. Stamey:
In accordance with your application received June 11, 2003, we are forwarding herewith
Permit No. WQ0022713, dated June 17, 2003, to the Town of Canton for ,the construction and
operation of the subject wastewater collection system extension. This permit shall be effective
from the date of issuance until rescinded and shall be subject to the conditions and limitations as
specified therein. This cover letter shall be considered a part of this permit and is therefore
incorporated therein by reference
Please pay particular attention to Permit Condition 3 which requires that the wastewater
collection facilities be properly operated and maintained in accordance with 15A NCAC 2H .0227
or any individual system -wide collection system permit issued to the Permittee.
Permitting of this project does not constitute an acceptance of any part of the project that
does not meet 15A NCAC 2H .0200; the Division of Water Quality's (Division) Gravity Sewer
Minimum Design Criteria adopted February 12, 1996 as applicable; and the.Division's Minimum
Design Criteria for the Fast -Track Permitting of Pump Stations and Force Mains adopted June 1,
2000 as applicable, unless specifically mentioned herein. Division approval is based on
acceptance of the certification provided by a North Carolina -licensed Professional Engineer
named in the application. It shall be the Permittee's responsibility to ensure that the as -
constructed project meets the appropriate design criteria and rules. Failure to comply may result
in penalties in accordance with North Carolina General Statute §143-215.6A through §143-
215.6C, construction of additional or replacement wastewater collection facilities, and/or referral
of the North Carolina -licensed Professional Engineer to the licensing board.

June 17, 2003
Page Two
In accordance with the provisions of Article 21 of Chapter 143, General Statutes of North
Carolina as amended, and other applicable Laws, Rules, and Regulations, permission is hereby
granted to the Town of Canton for the construction and operation of approximately 1,150 linear
feet of 8-inch gravity sewer; to serve the 'Penland Street Water Treatment Plant as part of the
upgrade project, and the discharge of 37,900 gallons per day of collected domestic/industrial
wastewater into Canton's existing sewerage system, pursuant to the application received June
11, 2003. and in conformity with 15A NCAC 2H .0200; the Division's Gravity Sewer Minimum
Design Criteria adopted February 12, 1996 as applicable; the Division's Minimum Design Criteria
for the Fast -Track Permitting of Pump Stations and Force Mains adopted June 1, 2000 as
applicable; and other supporting data subsequently filed and approved by the Department of
Environment and Natural Resources and considered a part of this permit.
The sewage and wastewater collected by this system shall be treated in the Blue Ridge
Paper Wastewater Treatment facility (NPDES Permit No., NC0000272) prior to being discharged
into the receiving stream.
This permit shall become voidable unless the agreement between the Town of Canton and
and Blue Ridge Paper Products for the collection and final treatment of wastewater is in full force
and effect.
If any parts, requirements, or limitations contained in this permit are unacceptable, you have
the right to request an adjudicatory hearing upon written request within 30 days following receipt of
this permit. This request must be in the form of a written petition, conforming to Chapter 150B of
North Carolina General Statutes, and filed with the Office of Administrative Hearings, 6714 Mail
Service Center, Raleigh, NC 27699-6714. Unless such demands are made, this permit shall be final
and binding.
If you need additional information concerning this matter, please contact Keith Haynes at
828/251-6208.
Sincerely,
s
Alan W. Klimek, P.E.
Enclosure
xc: McGill Associates
Water Quality Central Files
NDPU Files
Keith Haynes
2

fir..
NORTH CAROLINA
ENVIRONMENTAL MANAGEMENT COMMISSION
DEPARTMENT OF ENVIRONMENT AND NATURAL RESOURCES
Town of Canton Penland Street WTP Upgrade
WASTEWATER COLLECTION SYSTEM EXTENSION PERMIT
This permit shall be effective from the date of issuance until rescinded and shall be subject to
the following specified conditions and limitations:
1. This permit shall become voidable unless the wastewater collection facilities are constructed
in accordance with the conditions of this permit; 15A NCAC 2H .0200; 'the Division of Water
Quality's (Division) Gravity Sewer Minimum Design Criteria adopted February 12, 1996 as
applicable; the Division's Minimum Design Criteria for the Fast -Track Permitting of Pump
Stations and Force Mains adopted June 1, 2000 as applicable; and other supporting
materials unless specifically mentioned herein.
2. This permit shall be effective only with respect to the nature and volume of wastes described,
in the application and other supporting data.
3. The wastewater collection facilities shall be properly maintained and operated at all times.
The Permittee shall maintain compliance with an individual system -wide collection system
permit for the operation and maintenance of these facilities as required by 15A NCAC 2H
.0227. If an individual permit is not.required, the following performance criteria shall be met as
provided in 15A NCAC 2H .0227:
a.. The sewer system shall be effectively maintained and operated at all times to prevent
discharge to land or surface waters, and any contravention, of the groundwater standards
in 15A NCAC 2L .0200 or the surface water standards in 15A NCAC 213.0200.
b. A map of the sewer system shall be developed prior to January 1, 2004 and shall be
actively maintained.
c. An operation and maintenance plan shall be developed and implemented.
d. Pump stations that are not connected to a telemetry system shall be- inspected every day
(i.e. 365 days per year). Pump stations that are connected to a telemetry system shall
be inspected at least once per week.
e. High -priority sewer lines shall be inspected at least once per every six-month period of
time.
f. A general observation of the entire sewer system shall be conducted at least once per
year.
g. Inspection and maintenance records shall be maintained for a period of at least three
years.
3

r73
WQ0022713
h. Overflows and bypasses shall be reported to the appropriate Division regional office in
accordance with 15A NCAC 2B .0506(a), and public notice shall be provided as required
by North Carolina General Statute §143-215.1 C.
4. This permit shall not be transferable. In the event there is a desire for the wastewater
collection facilities to change ownership, or there -is a name change of the Permittee, a formal
permit request shall be submitted to the Division accompanied by documentation from the
parties involved, and other supporting materials as may be appropriate. The approval of this
request shall be considered on its merits and may or may not be approved.
5. Construction of the gravity sewers, pump stations, and force mains shall be scheduled so as
not to interrupt service by the existing utilities nor result in an overflow or bypass discharge of
wastewater to the surface waters of the State.
6. Upon completion of construction and prior to operation of these permitted facilities, a
certification, a copy of the construction record drawings, as well as supporting design
calculations -for any pump stations permitted as part of this project shall be received from a
North Carolina -licensed Professional Engineer certifying that the facilities have been installed
in accordance with this permit; 15A NCAC 2H .0200; the Division's Gravity Sewer Design
Criteria adopted February 12, 1996 as applicable; the Division's Minimum Design Criteria for
the Fast -Track Permitting of Pump Station and Force Main adopted June 1, 2000 as
applicable; and other supporting materials. If this project is to be completed in phases and
partially certified, you shall retain the responsibility to track further construction approved
under the same permit, and shall provide a final certificate of completion once the entire
project has been completed. A copy of the construction record drawings, indicating the
facilities constructed in the phase being certified, shall be submitted with each partial
certification. Mail the Engineer's Certification, one copy of the "Construction Record
Drawings," and one copy of the supporting design calculations to the Non -Discharge
Permitting Unit, 1617 Mail Service Center, Raleigh, NC 27699-1617.
7. A copy of the construction record drawings shall be maintained on file by the Permittee for
the life of the wastewater collection facilities.
8: Failure to abide by the conditions and limitations contained in this permit; 15A NCAC 2H
.0200; the Division's Gravity Sewer Design Criteria adopted February 12, 1996 as applicable;
the Division's Minimum Design Criteria for the Fast -Track Permitting of Pump Station and
Force Mains adopted June 1, 2000 as applicable; and other supporting materials may subject
the Permittee to an enforcement action by the Division, in accordance with North Carolina
General Statutes §143-215.6A through §143-215.6C.
8. In the event that the wastewater collection facilities fail to perform satisfactorily, including the
creation of nuisance conditions, the Permittee shall take immediate corrective action,
including those as may be required by this Division, such as the construction of additional or
replacement facilities..
4

i
WQ0022713
9. The issuance of this permit shall not exempt the Permittee from complying with any and all
statutes, rules, regulations; or ordinances that may be imposed 'by other government
agencies (local, state and federal) which have jurisdiction, including but not limited to
applicable river buffer rules in 15A NCAC 2B .0200, erosion and. sedimentation control
requirements in 15A NCAC Chapter 4 and under the Division's General Permit NCG010000,
and any requirements pertaining to wetlands under 15A NCAC 2B .0200 and 15A NCAC 2H
.0500.
11. Non-compliance Notification:
The Permittee shall report by telephone to the Asheville Regional Office, telephone number
[phone], as soon as possible, but in no case more than 24 hours or on the next
working day, following the occurrence or first knowledge of the occurrence of either of the
following:
a. Any process unit failure, due to known or unknown reasons, that renders the facility
incapable of adequate wastewater transport, such as mechanical or electrical failures of
pumps, line blockage or breakage, etc.; or
b. Any failure of a pumping station or sewer line resulting in a by-pass directly to receiving
waters without treatment of all or any portion of the influent to such station or facility.
Persons reporting such occurrences by telephone shall also file a written report in letterform
within five days following first knowledge of the occurrence. This report must outline the
actions taken or proposed to be taken to ensure that the problem does not recur.
Permit issued this the seventeenth day of June, 2003
NORTH CAROLINA ENVIRONMENTAL MANAGEMENT COMMISSION
Alan W. Klimek, P.E., Director
Division of Water Quality
By Authority of the Environmental Management Commission
Permit Number WQ0022713

rl
Permit No. WQ0022713
June 17, 2003
Complete and submit this form to the permit issuing Asheville Regional office with the following:
• One copy of the project record drawings (plan & profile views of sewer lines) of the wastewater
collection system extension
• supporting design calculations (selected pumps, system curve, operating point, available storage if
portable generator(s) or storage greater than longest past three year outage reliability option selected)
for any pump stations permitted as part of this project
• Changes to the project should be clearly identified on the record drawings or in written summary form.
Permit modifications are required for any changes resulting in non-compliance with this permit,
regulations or minimum design criteria.
This project shall not be considered complete nor allowed to operate until this Engineer's Certification and
all required supporting documentation have been received by the Division. Therefore, it is highly
recommended that this certification be sent in a manner that provides proof of receipt by the
Division.
ENGINEER'S CERTIFICATION
❑ Partial ❑ Final
I, , as a duly registered Professional Engineer in the State of North Carolina,
having been authorized to observe (❑ periodically, ❑ weekly, ❑ full time) the construction of the
Penland Street Upgrade, HaywoodCounty project for the Permittee hereby state that, to the best of my
abilities, due care and diligence was used, in the observation of,the construction such that the construction
was observed to be built within substantial compliance of this permit; 15A NCAC 2H .0200; the Division of
Water Quality's (Division) Gravity Sewer Minimum Design Criteria adopted February 12, 1996 as
applicable; the Division's Minimum Design Criteria for the Fast -Track Permitting of Pump Stations and
Force Mains adopted June 1, 2000 as applicable; and other supporting materials.
North Carolina Professional Engineer's
seal, signature, and date:
SEND THIS FORM & SUPPORTING DOCUMENTATION WITH
REQUIRED ATTACHMENTS TO THE FOLLOWING ADDRESS:
MR. FORREST R. WESTALL
WATER QUALITY REGIONAL SUPERVISOR
ASHEVILLE REGIONAL OFFICE
59 WOODFIN PLACE
............................................................................................................ ASHEVILLE,. NC 28801
The Permittee is responsible for tracking all partial certifications up until a final certification is
received. Any wastewater flow made tributary to the wastewater collection system extension prior
to completion of this Engineer's Certification shall be considered a violation of the permit and
shall subject the Permittee to appropriate enforcement actions.
6

APPLICATION for GRAVITY SEWERS, PUMP STATIONS, AND FORCE MAINS PAGE 1
State of North Carolina
Department of Environment and Natural Resources
Division of Water Quality
FAST -TRACK APPLICATION
for GRAVITY SEWERS, PUMP STATIONS, AND FORCE MAINS
(Pressure sewers systems are not to be included as part of this application package)
INSTRUCTIONS: Indicate that you have included the following list of required application package items by checking the
space provided next to each item. Failure to submit all required items will lead to your application being returned as
incomplete or additional processing and review time. This form may be photocopied for use as an original.
® I. Application Form - Submit one original and one copy of the completed and appropriately executed application
form. Any changes to this form will result in the application being returned. The Division of Water Quality
(Division) will only accept application packages that have been fully completed with all applicable items
addressed. You do not need to submit detailed plans and specifications unless you respond NO to Item B(12)
® II. Application Fee - Submit a check in the amount of $400 made payable to: North Carolina Department of
Environment and Natural Resources (NCDENR).
❑ III. Certificates of Public Convenience and Necessity — If the 'application is being submitted in the name of a
privately -owned public utility, submit two copies of the Certificate of Public Convenience and Necessity (CPCN)
which demonstrates that the public utility is authorized to hold the utility franchise for the area to be served by the
sewer extension. If a CPCN has not been issued, provide two copies of a letter from the North Carolina Utilities
Commission's Public Staff that states that an application for a franchise has been received, that the service area
is contiguous to an existing franchised area, and/or that franchise approval is expected. The project name in the
CPCN or letter must match that provided in Item A(2a) of this application.
❑ IV. Operational Agreements Submit one original and two copies -of a properly executed operational agreement if
the sewer extension is permitted by a private applicant and will be serving residential or commercial lots (e.g.,
houses, condominiums, townhomes, outparcels, etc.) that will be sold to another entity. If the applicant is a
homeowners' association, use Form HOA 02/03. If the applicant is a developer, use Form DEV 02/03. EVEN IF
THE PROJECT WILL BE TURNED OVER TO A MUNICIPALITY, FORM DEV 02/03 IS REQUIRED.
® V. Flow Acceptance Letters — If the owner of the downstream sewers and/or WWTF is different from the applicant,
submit two copies of a flow acceptance letter from the owner of the downstream sewers and WWTF, if different.
Flow acceptance letters must contain the following minimum information: applicant and project name, amount of
flow accepted, and name and permit number of the receiving sewers/WVVTF. The flow acceptance must not
expire prior to permit issuance and must be dated less than a year prior to the application date.
Intergovernmental agreements or other contracts will not be accepted in lieu of a project -specific flow acceptance
letter.
® VI. Map — Submit an 8.5-inch by 11-inch copy of the portion of a 7.5-minute USGS Topographic Map along with this
form. The map should identify the entire project area location as well as the closest downslope surface waters as
clearly as possible. Each map portion must be labeled with the map name and number, the identified location,
and be of clear and reproducible quality. For instance, if the project involves 4 miles of interceptor sewer that
traverses over or near several different waterbodies (or counties, basins, etc.), the map should have location ID's
for each different waterbody (where the sewer line is within 100 feet of such waterbody - see Instruction VII).
® VII: Stream Classifications —Section C
• If any portion of the project is within 100 feet of any down slope surface water, Section C must be completed
for the pertinent sections.
• If the entire project area is a minimum of 100 feet away from any down slope surface waters BUT there is a
pump station involved where a history of power outage is to be used to provide adequate design storage
instead of dual feed or permanent or portable generator, Section C must be completed to demonstrate that
the closest down slope surface water is Class C (see 15A NCAC 2H .0219(h)(3)(D)).
• Use the guidance document entitled, "Determining Watershed Classifications for Form FT_ A 02/03 (Fast -Track -
Sewer Systems)" available from http://h2o.enr.state.nc.us/ndpu or by contacting the appropriate regional;
office.
JUIN 1 12003

i
CK APPLICATION for GRAVITY SEWERS, PUMP STATIONS, AND FORCE MAINS PAGE 2
❑ Vlll. Environmental Assessments — If this project is subject to an Environmental Assessment (EA) [15A NCAC
01 C .0500], this application can not be used. Send the project application on Form PSFMGSA 10/99 to the
Non -Discharge Permitting Unit, 1617 Mail Service Center, Raleigh, NC 27699-1617. Applications can not .be
processed until a Finding of No Significant Impact (FONSI) or Environmental Impact Statement (EIS) has been
issued. A copy is to be submitted with that permit application.
® IX. Certifications — Section D
The application must be certified by both the applicant and a North Carolina Registered Professional Engineer
(PE). The applicant signature must match the signing official listed in Item A(lb). The PE should NOT certify the
application if he/she is unfamiliar with 15A NCAC 2H .0200, the Gravity Sewer Minimum Design Criteria (most
recent version) and the Minimum Design Criteria for the Fast -Track Permitting of Pump Stations and Force Mains
(most recent version), as applicable to the project. Certification by a PE who is unfamiliar with these documents
is subject to NC Board referral..
THE COMPLETED FTA 02/03 APPLICATION PACKAGE, INCLUDING ALL SUPPORTING DOCUMENTS AND $400
FEE, SHOULD BE SENT TO THE APPROPRIATE REGIONAL OFFICE
REGIONAL OFFICE
ADDRESS,
COUNTIES SERVED
Asheville Regional Office
Avery, Buncombe, Burke, Caldwell,
59 Woodfin Place
Cherokee, Clay, Graham, Haywood,
Asheville, North Carolina 28801
Henderson, Jackson, Macon,
[phone]
Madison, McDowell, Mitchell, Polk,
[phone] Fax
Rutherford, Swain, Transylvania,
Yancey
Fayetteville Regional Office
225 Green Street Suite 714
Fayetteville, North Carolina 28301
Anson, Bladen, Cumberland, Harnett,
[phone]
Hoke, Montgomery, Moore, Robeson,
[phone] Fax
Richmond Sampson, Scotland
Mooresville Regional Office
919 N Main Street
Mooresville, North Carolina 28115
Alexander, Cabarrus, Catawba,
[phone]
Cleveland, Gaston, Iredell, Lincoln,
[phone] Fax
Mecklenburg, Rowan, Stanly, Union
Raleigh Regional Office
1628 Mail Service Center
Chatham, Durham, Edgecombe,
Raleigh, North Carolina 27699-1628
Franklin, Granville, Halifax, Johnston,
[phone]
Lee, Nash, Northampton, Orange,
[phone] Fax
Person, Vance, Wake, Warren,
Wilson
Washington Regional Office
Beaufort, Bertie, Camden, Chowan,
943 Washington Square Mall
Craven, Currituck, Dare, Gates,
Washington, North Carolina 27889
Greene, Hertford, Hyde, Jones,
[phone]
Lenoir, Martin, Pamlico, Pasquotank,
[phone] Fax
Perquimans, Pitt, Tyrrell, Washington,
Wayne
Wilmington Regional Office
127 Cardinal Drive Extension
Wilmington, North Carolina 28405
Brunswick, Carteret, Columbus,
[phone]
Duplin, New Hanover, Onslow,
[phone] Fax
Pender
Winston-Salem Regional Office
585 Waughtown Street
Alamance, Alleghany, Ashe, Caswell,
Winston-Salem, North Carolina 27107
Davidson, Davie, Forsyth, Guilford,
[phone]
Rockingham, Randolph, Stokes,
[phone] Fax
Surry, Watauga, Wilkes, Yadkin
Formore information, visit our web site at: http.-Ah2o.enr.state.nc.us/ndpu/

_K APPLICATION for GRAVITY SEWERS, PUMP STATIONS, AND FORCE MAINS PAGE 3
------ ----- --
USE THE TAB KEY TO MOVE FROM FIELD TO FIELD! j Application Number:
(to be completed by DWQ) 40
1 Owner.
......................_......... ...... --....... _... ........ _............. ............ __........ _.................. ............ ............. _......... _............................... .................. __......... ..._............ _..................... __.... _...... .........
1 a. Town of Canton
Full Legal Name (company, municipality, HOA, utility, etc.)
-._............. - - -- ._.. _......_.... - -- -- ..._.._...._..__......----....._..-- ...._ _.._........__..._.__.......__... ---....... - - ... ......_......_--_...................... _...._...._..__..........._.._.._...._...._._.......-..__...._...._......_.........__.!
f'PQ
Z 1 b. Mr. William Stamey, Town Manager
Signing Official Name and Title (Please review 15A NCAC 2H .0206(b) for authorized signing officials!)
( ®,' ,..........._......__................._..................._....................._..._.........__...--... ._......... _...._......_.........................__._....__._.._.._....._........._._........ .._.._.........._._._........._.......-_............... _.... _........ _............
........--._...-- - -
1 c The legal entity who will own this system is:
a ❑ Individual ❑ Federal ® Municipality ❑ State/County ❑ Private Partnership ❑ Corporation El Other (specify):
__.._...._..._......................._.__.._...._._.. _............_._.....-- -- ....__.._.__..
1 d. 58 Park Street 11e. Canton
Street Address City
�. ' _.._..---._._...._.........---..__._....—...--------...._....._......... ....... -----. 9 — _............ .._..-....... ....... __.... .-- - - —�
1f NC 1 28716
Z State Zip Code I
1 h. 828-648-2363 1 i. 828-646-3419 �1j.
~ Telephone Facsimile E-mail
.......................................................................................I.........................................-............................._......._......._.__...._............_..........i...._.__.---...._........_............_..._......._._._._._._.._....-..-..-._....-----.........................--- ----- _._ ._..
2 Project (Facility) Information:. {
_ .. __.._....................................................._.................................................................................................. _.. _........................ ...... ........................................_........_._..._ I
Penland Street Water Treatment Plant Upgrade I2b. Haywood
Brief Project Name (permit will refer to. this name) County Where Project is Located
--._.._ _...--...... - ---..._......_.... _...... - - -- - -----._......................._..... __... --- ------ ._.... _.......- ---- .............. _.... -- -- -- -... - -
!3. Contact Person:
_._._.... -.......... _ .... _.......... _.._....... _...... - - .._._...... - ......._.. -- ._._.._.. - -- -- - .-..----..._.._._......-----.._..-- -- - - ._.................. _.._.... -- - _..__.......
-
' 3a. Michael Lewandowski, McGill Associates
j Name and Affiliation of Someone Who Can Answer Questions About this Application__
3b. 828-252-0575 c. [e-mail] _
{ Phone Number f E-mail
i 1. Project is ® New ❑ Modification (of an existing permit) If Modification, Permit No.:
2. Owner is ® Public (skip to Item B(3)) ❑ Private (go to Item 2(a))
I2a. If private, applicant will be: 2b. If sold, facilities owned by a (must choose one)
Retaining Ownership (i.e. store, church, single office, etc.) or ❑ Public Utility (Instruction III)
❑ Leasing units (lots, townhomes, etc. - skip to Item B(3)) ❑Homeowner Assoc./Developer (Instruction IV)
❑ Selling units (lots, townhomes, etc. - go to Item B(2b)) I !
Blue Ridge Paper Products, Inc.
i
Owner of Wastewater Treatment Facility (WWTF) Treating Wastewater From This Project
4a. Canton Mill WWTF 4b. NC000272
Name of WWTF f WWTF Permit No. --�
® 5a. Town of Canton 5b. 8- inch 5c.
Owner of Downstream Sewer . Receiving Sewer Size Permit Number of Downstream Sewer (if known)
6. The origin of this wastewater is (check all that apply):
❑ Residential Subdivision ❑Car Wash j
❑ Apartments/Condominiums ❑ Institution 1 %Domestic/Commercial .
{ !J.! ❑ Mobile Home Park ❑ Hospital /o °
❑School ❑Church i Industrial j
❑ Restaurant ❑ Nursing Home ! 99 % Other (specify): Filter
❑ Office i ® Other (specify): Water Treatent Plant backwash and primary sludge
7. Volume of wastewater to be permitted in this project: 37,900 gallons per day
8. If the permitted flow is zero, indicate why: I
❑ Interceptor Line - Flow will be permitted is subsequent permits that connect to this line JU�I
❑ Flow has already been allocated in Permit No. 1 2003
❑ Rehabilitation or replacement of existing sewer with no new flow expected

CK APPLICATION for GRAVITY SEWERS, PUMP STATIONS, AND FORCE MAINS PAGE 4
9. Provide the wastewater flow calculations used in determining the permitted flow in accordance with 15A NCAC 2H
.0219(I) for Item B(7) or the design flow for line or pump station sizing if zero flow in the space below. Values other than
I that in 15A NCAC 2H .0219(I)(1-2) must be approved prior to submittal of this application. Submit a separate request to
Al
the Division of Water Quality, Non -Discharge Permitting Unit, 1617 Mail Service Center, Raleigh, NC 27699-1617 in I
accordance with 15A NCAC 2H .0219(I)(3).
4 employees * 25 gpd/ employee= 100 gpd domestic waste
j One filter is backwashed per day. 35,000 gpd is produced by backwashing.
9 9P primary 9 g e a week. Volume= 400"7= 2,800 gpd
The WTP generates 400 d of rima sludge, this volume will be discharged one
! Total Flow= 100+ 35,000+ 2,800= 37,900 gpd
I
10. Summary of Sewer Lines to be Permitted (attach additional sheets if necessary)
....... .—.....
—._..._..._ _...._._.�__._
I Size (inches) Length (feet) ! Gravity or Force Main I
(pull down menu)
8- Inch 1,150 —Gravity
......_..._-......__.._..... _._._. _..._.........--•----_... --•_ . ...................----...._.._ ---_.. _.............._.._ __.-......-.
Gravity
_.._ _. ...--- ---- -- ...— --
® Gravity
_....--- .... -............. ----- ........ _........... _....-----------................. _... .._ _...... - ...... - ------- ---- -- ---- ---..__..__...._..---.._._...._.__.- ........ i. _ . ...... _.._...._.__. _ ._.._.....----�..._ ..._...--- ------ -... _....
......
I
Gravity
I
�--...
Gravity
.......... _. _..- ...._....
--..._.................--------- -..-...._.._.__._._....--.--._......_--- . ...._ _......._..._._..- -..__.....__................_............... _—. _ .........._........�............-_.................... .
Z
Gravity
rav
........ ----.—._..__ .......--... -----... ..---- --._....... ..._.------ ...................... -----------._._.. _..._...-+-----........................ -.._G..........
ity
ENTER TOTAL LINE LENGTH IN MILES' 1,150 j
I- 11. Summary of Pump Stations to be Permitted (attach additional sheets as necessary)
Power Reliability Option
" Location ID Design Flow 1 Operational Point I (dual line feed, permanent generator WATS,
(as shown on plans) (MGD) ; GPM @ TDH portable generator wltelemetry, wet well storage)
..._._.. —
n/a
....._............ .._ ....... _ ._.......__.._...._.__..... _.... _.._................- .._........... _.................... ._.... -...... ... - - --- - -- - -- - .... _........... _ ........... .. '
12. Does the sewer system comply with the Minimum Design Criteria for the Fast Track Permitting of Pump Stations and Force'
m Mains (latest version), the Gravity Sewer Minimum Design Criteria (latest version) and 15A NCAC 2H .0200 as applicable?
® Yes ❑ No. If no, please reference the pertinent minimum design criteria or regulation and indicate why a
variance is requested:
SUBMIT TWO COPIES OF PLANS, SPECIFICATIONS OR CALCULATIONS PERTINENT TO THE VARIANCE WITH YOUR APPLICATION
'' 13. Have the following permits/certifications been submitted for approval? j
Wetland/Stream Crossings - General Permit or 401 Certification? ❑ Yes El No M N/A
Sedimentation and Erosion Control Plan? ❑ Yes ❑ No ® N/A
Stormwater? []Yes ❑ No ® N/A
i

TION for GRAVITY SEWERS, PUMP STATIONS, AND FORCE MAINS PAGE 5
PW the Division's guidance document entitled, "DETERMINING STREAM CLASSIFICATIONS FOR FORM FTA 02/03
(FAST -TRACK SEWER SYSTEMS)" to collect and record the stream classification data below (attach additional sheets w
necessary). This document is available from our web site or by contacting the appropriate Division of Water Quality
regional office (see instructions for addresses) OR indicate the following:
❑ A Stream Classification is not needed because all parts of the project are at least 100 feet away from any down slope
waterbody; AND,
_._.__......_..... -----._._.._._..__. .__ . . I . . ....... ----.._.._.........._.._..---.._..._.._...----....__.._...._._...._............................_...
❑ A Stream Classification is not needed because the design does not depend on wet well storage as a power reliability
option for any pump station near a Class C down slope waterbody.
Location ID Name of Waterbody Stream Waterbody
on Map I Waterbody County River Basin Index Classification
Pigeon River j Haywood 1 French Broad 5 - (7) C
bmit the 8.5" x 11" topographic map as required in Instruction VI regardless of whether a classification is provided!
nt's Certification:
1, William Stamey, attest that this application for Penland Street Water Treatment Plant Upgrade -
has been reviewed by me and is accurate and complete to the best of my knowledge. I understand that if all required
parts of this application are not completed and that if all required supporting documentation and attachments are not
included, this application package is subject to being returned as incomplete. Note: In accordance with North Carolina
General Statutes 143-215.6A and 143-215.6B, any person who knowingly makes any false statement, representation, o
certification in a application shall be guilty of a Clas 2 misdemeanor which may include a fine not to exceed $10, 000
s wel as civil p ies up to 0 0 per iolation.
_...__..............:........................
1 il...N .. 1._n �._� ..t�..1..i - . d h - _
al Signature
Professiona
n:
- Vz) ­1
Date
I attest that this application for Penland Street Water Treatment Plant Upgrade . has bee,
reviewed by me and is accurate, complete and consistent with the information in the engineering plans, calculations, and
all other supporting documentation to the best of my knowledge. I further attest that to the best of my knowledge the
proposed design has been prepared in accordance with the applicable regulations, Gravity Sewer Minimum Design Crited
for Gravity Sewers adopted February 12, 1996, and the Minimum Design Criteria for the Fast -Track Permitting of Pump
Stations and Force Mains adopted June 1, 2000 and the watershed classification in accordance with Division guidance.
Although certain portions of this submittal package may have been developed by other professionals, inclusion of these
materials under my signature and seal signifies that I have reviewed this material and have judged it to be consistent with
the proposed design. Note: In accordance with NC General Statutes 143-215.6A and 143-215.6B, any person who
knowingly makes any false statement, representation, or certification in any application shall be guilty of a Class 2
misdemeanor which may include a fine not to exceed $10,000 as well as civil penalties up to $25,000 per violation.
Michael T. Lewandowski
Professional Engineer Name3°et,'
- - ......._..---._.......__......._............................_._...__..._.........---...._...... __........._....._..--....... ----............... ............ _._....._....... ...................
McGill Associates °°°�' N1
Engineering Firm
55 Broad Street
Address
... ... ...... ., o°° t°
Ashevillecp
�2e. NC 2f. 28801_ ''�i��`°v
-:..
CityState Zip !l"v�"cJ� - .............. - -... ----....-- ....— — - ------.........._.... ---.._......_.............._.......__..._..._...._.......__......-..._........__........_.._
828-252-0575 2h. 828-252-2518 2!. [e-mail]14 flj f03
Telephone Facsimile j E-mail i Seal, Signature & Date

MCG-iff
A S S O C I A T E S
June 11, 2003
Mr. Keith Haynes
Division of Water Quality
North Carolina Department of Environment,
and Natural Resources
59 Woodfin Place
Asheville, North Carolina 28801
Re: Town of Canton
Penland Street Water Treatment Plant Upgrade
Haywood County, North Carolina
Dear Mr. Haynes:
Please find enclosed one (1) original and one (1) copy of the signed Fast Track
Application for Gravity Sewers, Pump Stations, and Force Mains for the above referenced
project along with a check for the permit processing fee in the amount of $400.00.
The project generally consists of the installation of approximately 1,150 lineal feet of fl-
inch ductile iron gravity sewer line, including all manholes and related appurtenances to
provide municipal sewer service to the existing Penland Street Water Treatment Plant. Flow
generated by this collection system extension will be accepted under the Town of Canton's
existing agreement with the Blue Ridge Paper WWTF. The sewer lines included in this project
comply with the Gravity Sewer Minimum Design Criteria issued by NCDENR.
If you have any questions concerning this project or if you need any additional
information, please feel free to contact me.
Enclosures
cc: Bill Stamey
projects/98510/letters/khl liune03 . doc
Sincerely,
McGILL ASSOCIATES, P.A.
MICHAEL T. LEWANDOWSKI, P.E.
=� 200�
/'•,;' 1^
Engine e r i n g • P l a n n i n g 9 F i n a n c e
McGill Associates, P.A. • P.O. Box 2259, Asheville, NC 28802 • 55 Broad Street, Asheville, NC 28801
828-252-0575 • FAX [phone]

WGILL ASSOCIATES, P.A.
N.C. DENR
Check
Date: 6/11/03 Check
Tran # Invoice Type Date Reference Balance Disc
25572 6/11/03 Invoice 06/11/03 App Fee r... $400.00
11
o2a��
R
40197
E CGILLASSOfi
4'0197
P,O 8QX' 2I2A53'
raach sa"g and Trust.Compauy
,
ASHEVILLE,: C,28802"
56,1T2/531
M, ' • ...
N
PFl •(8Z8) 252 U575'
EXactly..Four
`hundred and no , / 106 Dollars. ,
DATE'
AMOUNT
6/11/03'
$400.00
PAY
TOTHE•; "
ORDER >
N.,,.C:... DENR
OPERATING ACCOUNT
e OF,
'1614 Mail''Service Ceiite'r
Raleigh N0 27699.=1617...
F
y
AUTHORIZED SIGNATURE
• I

SECURITY FEATURES: MICRO PRINT TOP & BOTTOM BORDERS COLORED PATTERN
-ARTIFICIAL WATERMARK ON REVERSE SIDE - MISSING FEATURE INDICATES A COPY

TION for GRAVITY SEWERS, PUMP STATIONS, AND FORCE MAINS AGE 1
State of North Carolina
RQG Department of Environment and Natural Resources
Division of Water Quality
o' FAST -TRACK APPLICATION
for GRAVITY SEWERS, PUMP STATIONS; AND FORCE MAINS
(Pressure sewers systems are not to be included as part of this application package)
INSTRUCTIONS: Indicate that you have included the following list of required application package items by checking the
space provided next to each item. Failure to submit all required items will lead to your application being returned as
incomplete or additional processing and review time. This form may be photocopied for use as an original.
® I. Application Form - Submit one original and one copy of the completed and appropriately executed application
form. Any changes to this form will result in the application being returned. The Division of Water Quality
(Division) will only accept application packages that have been fully completed , with all applicable items
addressed. You do not need to submit detailed plans and specifications unless you respond NO to Item B(12).
® II. Application Fee - Submit a check in the amount of $400 made payable to: North Carolina Department of
Environment and Natural Resources (NCDENR).
❑ III. Certificates of Public Convenience and Necessity — If the application is being submitted in the name of a
privately -owned public utility, submit two copies of the Certificate of Public Convenience and Necessity (CPCN)
which demonstrates that the public utility is authorized to hold the utility franchise for the area to be served by the
sewer extension. If a CPCN has not been issued, provide two copies of a letter from the North Carolina Utilities
Commission's Public Staff that states that an application for a franchise has been received, that the service area
is contiguous to an existing franchised area, and/or that franchise approval is expected. The project name in the
CPCN or letter must match that provided in Item A(2a) of this application.
❑ IV. Operational Agreements — Submit one original and two copies of a properly executed operational agreement if
the sewer extension is permitted by a private applicant and will be serving residential or commercial lots (e.g.,
houses, condominiums, townhomes, outparcels, etc.) that will be sold to another entity. If the applicant is a
homeowners' association, use Form HOA 02/03. If the applicant is a developer, use Form DEV 02/03. EVEN IF
THE PROJECT WILL BE TURNED OVER TO A MUNICIPALITY, FORM DEV 02/03 IS REQUIRED.
® V. Flow Acceptance Letters — If the owner of the downstream sewers and/or WWTF is different from the applicant,
submit two copies of a flow acceptance letter from the owner of the downstream sewers and WWTF, if different.
Flow acceptance letters must contain the following minimum information: applicant and project name, amount of
flow accepted, and name and permit number of the receiving sewersANWTF. The flow acceptance must not
expire prior to permit issuance and must be dated less than a year prior to the application date.
Intergovernmental agreements or other contracts will not be accepted in lieu of a project -specific flow acceptance
letter.
® VI. Map — Submit an 8.5-inch by 11-inch copy of the portion of a 7.5-minute USGS Topographic Map along with this
form. The map should identify the entire project area location as well as the closest downslope surface waters as
clearly as possible. Each map portion must be labeled with the map name and number, the identified location,
and be of clear and reproducible quality. For instance, if the project involves 4 miles of interceptor sewer that
traverses over or near several different waterbodies (or counties, basins, etc.), .the,, map should have location ID's
for each different waterbody (where the sewer line is within 100 feet of such waterbody'= see Instruction VII).
® VII. Stream Classifications — Section C
• If any portion of the project is within 100 feet of any down slope surface water;;. Section C must be completed
for the pertinent sections.
• If the entire project area is a minimum of 100 feet away from any down slope surface,:iwaters` BUT there is a
pump station involved where a history of power outage is to be used to provide adequate design storage
instead of dual feed or permanent or portable generator, Section C must be completed to demonstrate that
the closest down slope surface water is Class C (see 15A NCAC 2H .0219(h)(3)(D)).
• Use the guidance document entitled, "Determining Watershed Classifications for Form FTA 02/03 (Fast -Track
Sewer Systems)" available from http://h2o.enr.state.nc.us/ndpu or by contacting the appropriate regional
office.

CATION for GRAVITY SEWERS, PUMP STATIONS, AND FORCE MAINS PAGE 2
mental Assessments — If this project is subject to an Environmental Assessment (EA) [15A NCAC
r
00], this application can not be used. Send the project application on Form PSFMGSA 10/99 to the
charge Permitting Unit, 1617 Mail Service Center, Raleigh, NC 27699-1617. Applications can not be
processed until a Finding of No Significant Impact (FONSI) or Environmental Impact; Statement (EIS) has been
issued. A copy is to be submitted with that permit application.
® IX. Certifications — Section D
The application must be certified by both the applicant and a North Carolina Registered Professional Engineer
(PE). The applicant signature must match the signing official listed in Item A(1 b). The PE should NOT certify the
application if he/she is unfamiliar with 15A NCAC 2H .0200, the Gravity Sewer Minimum Design Criteria (most
recent version) and the Minimum Design Criteria for the Fast -Track Permitting of Pump Stations and Force Mains
(most recent version), as applicable to the project. Certification by a PE who is unfamiliar with these documents
is subject to NC Board referral.
THE COMPLETED FTA 02/03 APPLICATION PACKAGE, INCLUDING ALL SUPPORTING, DOCUMENTS AND $400
FEE, SHOULD BE SENT TO THE APPROPRIATE REGIONAL OFFICE
REGIONAL OFFICE
ADDRESS
COUNTIES SERVED
Asheville Regional Office
Avery, Buncombe, Burke, Caldwell,
59 Woodfin Place
Cherokee, Clay, Graham, Haywood,
Asheville, North Carolina 28801
Henderson, Jackson, Macon,
[phone]
Madison, McDowell, Mitchell, Polk,
[phone] Fax
Rutherford, Swain, Transylvania,
Yancey
Fayetteville Regional Office
225 Green Street Suite 714
Fayetteville, North Carolina 28301
Anson, Bladen, Cumberland, Harnett,
[phone]
Hoke, Montgomery, Moore, Robeson,
[phone] Fax
Richmond, Sampson, Scotland
Mooresville Regional Office
919 N Main Street
Mooresville, North Carolina 28115
Alexander, Cabarrus, Catawba,
[phone]
Cleveland, Gaston, Iredell, Lincoln,
[phone] Fax
Mecklenburg, Rowan, Stanly, Union
Raleigh Regional Office
1628 Mail Service Center
Chatham, Durham, Edgecombe,
Raleigh, North Carolina 27699-1628
Franklin, Granville, Halifax, Johnston,
[phone]
Lee, Nash, Northampton, Orange,
[phone] Fax
Person, Vance, Wake, Warren,
Wilson
Washington Regional Office
Beaufort, Bertie, Camden, Chowan,
943 Washington Square Mall
Craven, Currituck, Dare, Gates,
Washington, North Carolina 27889
Greene, Hertford, Hyde, Jones,
[phone]
Lenoir, Martin, Pamlico, Pasquotank,
[phone] Fax
Perquimans, Pitt, Tyrrell, Washington,
Wayne
Wilmington Regional Office
127 Cardinal Drive Extension
Wilmington, North Carolina 28405
Brunswick, Carteret, Columbus,
[phone]
Duplin, New Hanover, Onslow,
[phone] Fax
Pender. .
Winston-Salem Regional Office
585 Waughtown Street
Alamance, Alleghany, Ashe, Caswell,
Winston-Salem, North Carolina 27107
Davidson, Davie, Forsyth, Guilford,
[phone]
Rockingham, Randolph, Stokes,
[phone] Fax
Surry, Watauga, Wilkes, Yadkin
For more info►mation, visit our web site at: http://h2o.enr.state.nc.us/ndpu/

FIFUATION for GRAVITY SEWERS, PUMP STATIONS, AND FORCE MAINS PAGE 3
THE TAB KEY TO MOVE FROM FIELD TO FIELD! Application Number:
(to be completed by DWQ)
Owner:
a. Town of
Full Legal Name (company, municipality, HOA, utility, etc.)
b. Mr. William Stamey, Town Manager j
Signing Official Name and Title (Please review 15A NCAC 2H .0206(b) for authorized signing officials!)
c. The legal entity who will own this system is:
❑ Individual ❑ Federal ® Municipality ❑ State/County ❑ Private Partnership ❑ Corporation ❑ Other (specify): j
d. 58 Park Street
11 e.
Canton
Street Address
City
f. NC
1 g.
28716
State
Zip Code
h. 828-648-2363 1 i. 828-646-3419
1 j.
Telephone Facsimile
E-mail
Project (Facility) Information:
................ _.__........_.....................—..........—._........_................. _................ _._........................... _............................................ _.._............ _.............. .............. _.......
.......... .....__...._.._..........__....._
...... _....._.................._...----....._._ .........
a. Penland Street Water Treatment Plant Upgrade 12b.
Haywood
Brief Project Name (permit will refer to this name)
—......._._........ _......_._...__..._
County Where Project is Located
.............------- ................._............. _............ ......... ......._......._......._._
Contact Person:
� 13a. Michael Lewandowski, McGill Associates
Name and Affiliation of Someone Who Can Answer Questions About this Application
13b.
828-252-0575 13c. mikel@mcgillenginee�s.com
Phone Number E-mail
!1.
Project is ® New ❑ Modification (of an existing permit) If Modification, Permit No.: —
=
2.
Owner is ® Public (skip to Item B(3)) ❑ Private (go to Item 2(a))
2a.
—----- _..... - —
If private, applicant will be:
-- ._....... _— --- ----
2b. If sold, facilities owned by a (must choose one
❑ Retaining Ownership (i.e. store, church, single office, etc.) or
❑ Public Utility (Instruction III)
❑ Leasing units (lots, townhomes, etc. - skip to Item B(3))
❑ Homeowner Assoc./Developer (Instruction IV)
-
❑ Selling units (lots, townhomes, etc. - go to Item B(2b))
Z .
13.
Blue Ridge Paper Products, Inc.
Owner of Wastewater Treatment Facility (WVVTF) Treating Wastewater From This Project
_ _..._ - ..........--....- -- —
Q .
4a.
- -- _--
Canton Mill WWTF 4b. NC000272
Name of WWTF
WWTF Permit No.
Q
15a.
Town of Canton 5b. 8- inch 5c.
Owner of Downstream Sewer Receiving Sewer Size Permit Number of Downstream Sewer (if known)
6.
The origin of this wastewater is (check all that apply):
❑ Residential Subdivision I ❑ Car Wash
' ❑ 1 % Domestic/Commercial
L1.1. ❑ Apartments/Condominiums ! Institution —
❑ Mobile Home Park 1 ❑ Hospital % Industrial
a' ❑ School ❑ Church
❑ Restaurant i ❑ Nursing Home 99 % Other (specify): Filter
i ❑ Office ® Other (specify): Water Treatent Plant backwash and primary sludge
7. Volume of wastewater to be permitted in this project: 37,900 gallons per day
8. If the permitted flow is zero, indicate why:
❑ Interceptor Line - Flow will be permitted is subsequent permits that connect to this line
❑ Flow has already been allocated in Permit No. j
❑ Rehabilitation or replacement of existing sewer with no new flow expected

CATION for GRAVITY SEWERS, PUMP STATIONS, AND FORCE MAINS PAGE 4
Provide the wastewater flow calculations used in determining the permitted flow in accordance with 15A NCAC 2H
.0219(I) for Item B(7) or the design flow for line or pump station sizing if zero flow in the space below. Values other than
that in 15A NCAC 2H .0219(1)(1-2) must be approved prior to submittal of this application. Submit a separate request to
the Division of Water Quality, Non -Discharge Permitting Unit, 1617 Mail Service Center, Raleigh, NC 27699-1617 in
accordance with 15A NCAC 2H .0219(I)(3).
4 employees * 25 gpd/ employee= 100 gpd domestic waste
One filter is backwashed per day. 35,000 gpd is produced by backwashing.
The WTP generates 400 gpd of primary sludge, this volume will be discharged once a week. Volume= 400*7= 2,800 gp
Total Flow= 100+ 35,000+ 2,800= 37,900 gpd
10. Summary of Sewer Lines to be Permitted (attach additional sheets if necessary)
1. Summary of Pump Stations to be Permitted (attach additional sheets as necessary)
j Power Reliability Option
Location ID Design Flow Operational Point (dual line feed, permanent generator w/ATS,
shown on plans) (MGD) GPM 0 TDH portable venerator w/telemetry. wet well storac
n/a
2. Does the sewer system comply with the Minimum Design Criteria for the Fast Track Permitting of Pump Stations and R
Mains (latest version), the Gravity Sewer Minimum Design Criteria (latest version) and 15A NCAC 2H .0200 as applical
® Yes ❑ No If no, please reference the pertinent minimum design criteria or regulation and indicate why a
variance is requested:
TWO COPIES OF PLANS, SPECIFICATIONS OR CALCULATIONS PERTINENT TO THE VARIANCE WITH YOUR APPLICA
permitsicenitications been su
Wetland/Stream Crossings - General Permit or 401 Certification? ❑ Yes ❑ No ® N/A
Sedimentation and Erosion Control Plan?
..................
Stormwater?
❑ Yes ❑ No ® N/A
❑ Yes [-]No ® N/A

CATION for GRAVITY SEWERS, PUMP STATIONS, AND FORCE MAINS PAGE 5
--_.-..------ -
se the Division's guidance document entitled, "DETERMINING STREAM CLASSIFICATIONS FOR FORM FTA 02/03
(FAST -TRACK SEWER SYSTEMS)" to collect and record the stream classification data below (attach additional sheets as
P. necessary). This document is available from our web site or by contacting the appropriate Division of Water Quality
regional office (see instructions for addresses) OR indicate the following:
® - ❑ A Stream Classification is not needed because all parts of the project are at least 100 feet away from any down slope i
waterbody; AND,
........................................ _._.._._.......... _............................... -_....... _.... ----_........................... _--... -... --....................-----....... -................................................... ................... __......... _..__.._............................................ ..__.......................... ........... _._..---...................................................... ................._
❑ A Stream Classification is not needed because the design does not depend on wet well storage as a power reliability
LLo option for any pump station near a Class C down slope waterbody.
................ .......................................................... __............... _......................................... .............................................. ........._......................... ........... _........
� I
Location ID Name of I Waterbody Stream Waterbody
on Map Waterbody County River Basin Index Classification
--� Pigeon River Haywood i French Broad 5 - (7) C
-- - - -
. ........ . ........ .
................
:Submit the 8.5" x 11" topographic map as required in Instruction VI regardless of whether a classification is provided!
........... - ...... -........ .......... _._..... _...... _ ._............................... -- - - ------.- ............._... -----..__............... _...... _............. -... ..... _.._......... _.__.... _............ _............... .............. _._.............. .--......_........ _.
1. Applicant's Certification:
1, William Stamey, attest that this application for Penland Street Water Treatment Plant Upgrade
has been reviewed by me and is accurate and complete to the best of my knowledge. I understand that if all required
parts of this application are not completed and that if all required supporting documentation and attachments are not
included, this application package is subject to being returned as incomplete. Note: In accordance with North Carolina
General Statutes 143-215.6A and 143-215.6B, any person who knowingly makes any false statement, representation, of
certification in an application shall be guilty of a Clas 2 misdemeanor which may include a fine not to exceed $10, 000
s wel as civil p ies up to 000 per iolation.
....... _ ......................... _.._ ......................... ........................................... _........
ignina fficial Signature Date
G, rI VIGJJIVIIGI LIIl,I11CCl J li Cl ll llV[7llVll. v '.
2003
Z 1 attest that this application for Penland Street Water Treatment Plant Upgrade has bee,
® reviewed by me and is accurate, complete and consistent with the information in the engineering plans, calculations, and
I— all other supporting documentation to the best of my knowledge.. l- further attesfthat to the best of my knowledge the
proposed design has been prepared in accordance with the applicable regulations, Gravity Sewer Minimum Design Criteri
for Gravity Sewers adopted February 12, 1996, and the Minimum Design Criteria for the Fast -Track Permitting of Pump
LL. Stations and Force Mains adopted June 1, 2000 and the watershed classification in accordance with Division guidance.
Although certain portions of this submittal package may have been developed by other professionals, inclusion of these
materials under my signature and seal signifies that 1 have reviewed this material and have judged it to be consistent with
LU the proposed design. Note: In accordance with NC General Statutes 143-215.6A and 143-215.6B, any person who
knowingly makes any false statement representation, or certification in any application shall be guilty of a Class 2
misdemeanor which may include a fine not to exceed $10,000 as well as civil penalties up to $25,000 per violation.
................. ................................................... ..... __.................................................... __.._......................................................................
2a Michael T. Lewandowskir�
_.__._...---------- -.... _.................... _............... _................. _..........
,....._......_...............................................................................................................
00
Professional Engineer Name .........................................................................................................................................
_.................. _....... _...........
7 �°���o.
2b McGill Associates�
o
Engineering Firm
o�
2c 55 Broad Street
..............................................._...... ..................
a R �, b Y t
Address
---........... ---.................................................. .._............._......_...-_.-...._...- ----
eij
2d. Asheville
City
12e. NC 12f. 28801
State l Zip
2g 828-252-0575 12h. 828-252-2518
'0. mike)@mcgillengineers.com
�tj03
Telephone Facsimile
; E-mail
( Seal, Siqnature &Date

Carolina
Environment
sources
Asheville Regional Office
Michael F. Easley, Governor
William G. Ross, Jr., Secretary
Alan W. Klimek, P.E., Director
Division of Water Quality
WATER QUALITY SECTION
December 8, 2003
Mr. Austin Swanger, President
Fines Creek Community Association
419 Wesley Creek Road
Clyde, North Carolina 28721
Dear Mr. Swanger:
10 ... ft-0-
N,sk
NCDENR
NORTH CAROLINA DEPARTMENT OF
ENVIRONMENT AND NATURAL RESOURCES
Subject: Permit Number WQ0023330
Fines Creek. Community Center
Haywood County
In accordance with your application received December 2, 2003, we are forwarding herewith
Permit No. WQ0023330 , dated December 8, 2003 to Fines Creek Community Association for the
Fines Creek Community Center.
This permit shall be effective from the date of issuance until June 8, 2004 and shall be subject
to the conditions and limitations as specified therein. Please pay particular attention to the
monitoring requirements in this permit. Failure to establish an adequate system for collecting and
maintaining the required operational information will result in future compliance problems.
If any parts, requirements, or limitations contained in this permit are unacceptable to you, you
have the right to request an adjudicatory hearing upon written request within 30 days following
receipt of this permit. The request must be in the form of a written petition, conforming to Chapter
150B of North Carolina General Statutes, and filed with the Office of Administrative Hearings, 6714
Mail Service Center, Raleigh, N. C. 27699-6714. Unless such are made, this permit shall be final
and binding.
One set of approved plans and specifications is being forwarded to you. If you need
additional information concerning this matter, please contact Mr. Keith Haynes at 828/251-6208.
Sincerely,
%� r -�
Alan W. K imek, P.E.
Enclosure
cc: Haywood County Health Department
of 0 Wit, WMU"y,MOW

NORTH CAROLINA
ENVIRONMENTAL MANAGEMENT COMMISSION
DEPARTMENT OF ENVIRONMENT AND NATURAL RESOURCES
RALEIGH
PUMP AND HAUL PERMIT
In accordance with the provisions of Article, 21 of Chapter 143, General Statutes of North
Carolina as. amended, and other applicable Laws, Rules, and Regulations
PERMISSION IS HEREBY GRANTED TO
Fines Creek Community Association
Haywood County
FOR. THE
operation of a pump and haul wastewater collection, storage and transportation system to serve
the Fines Creek Community Center with no discharge of wastes to the surface waters, pursuant
to the application received December 2, 2003 and in conformity with the project plan,
specifications, and other supporting data subsequently filed and approved by the Department of
Environment and Natural Resources and considered a part of this permit.
This permit shall be effective from the date of issuance until June 8, 2004, and shall be
subject to the following specified conditions and limitations:
1. This permit shall become voidable unless the subject pump and haul activities are carried
out in a manner which has been approved by this Division.
2. This permit is effective only with` respect to the nature and volume of wastes described in
the application and other supporting data.
3. The facilities shall be properly maintained and operated at all times. .
4. This permit is not transferable. In the event there is a desire for a change in facility
ownership, or there is a name change of the Permittee, a formal permit request must be
submitted to the Division of Water Quality accompanied by an application fee,
documentation from the parties involved, and other supporting materials as may be
appropriate. The approval of this request will be considered on its merits and may. or may
not be approved.
5. No type of wastewater other than that from Fines Creek Community Center shall be
included in the pump and haul activities.
6. The permit shall become voidable unless the agreement between the Fines Creek
Community Association, Mr. Jason Roberts of Carver's Waste Disposal, and the Town of
Maggie Valley for the collection, transportation, and ultimate disposal of the wastewater is
in full force and effect..

Permit Number WQ0023330
December 8, 2003
Haywood County
7. In the event that the.facilities fail to perform satisfactorily, including the creation of
nuisance conditions, the Permittee shall cease operation of all pump and haul activities
and take such immediatel corrective action, as. may be :required. by.this Division.
8. This Pump and Haul Permit shall not be renewed.
9. The sewage and wastewater collected by this system shall be treated in the prior to being
discharged into.the receiving stream.
10. The Asheville Regional Office, telephone number 828/251-6208, shall be notified at least
forty-eight (48) hours in advance of operation of the pump and haul activities so that an in -
place inspection may be made. Such notification to the regional supervisor shall be made
during the normal office hours from 8:00 a.m, until 5:00 p.m. on Monday through Friday,
excluding State Holidays.
11. The Permittee is liable for any damages caused by a spill or failure of the pump and haul
operations.
12. Adequate inspection, maintenance, and cleaning shall be provided by the Permittee to
insure proper operation of the subject facilities.
13. The Permittee or his designee. shall inspect the collection facilities to prevent malfunctions
and deterioration, operator errors and discharges which may cause or lead to the release
of wastes to the environment, a threat to human health, or a nuisance. The Permittee
shall keep an inspection log or summary including at least the date and time of inspection,
observations made, and any maintenance, repairs, or corrective actions taken by the
Permittee. This log of inspections shall be maintained by the Permittee for as long as the
pump and haul activities are being conducted and shall be made available upon request to
the Division of Water Quality or other permitting authority.
14. Any duly authorized officer, employee, or representative of the Division of Water Quality
may, upon presentation of credentials, enter and inspect any property, premises or place
on or related to the collection facilities at any reasonable time for the purpose of
determining compliance with this permit; inspect or copy any records that must be kept
under the terms and conditions of this permit; and may obtain samples.
15. An accurate record of the monthly pump and haul activities must be maintained by the
Permittee, indicating:
a) date wastewater is removed from the facility,
b) name of facility from which wastewater is removed,
c) name of facility receiving wastewater,
d) volume of wastewater removed, and
e) status of permanent disposal option.
These records shall be submitted to the Asheville Regional Office on or before the
fifteenth (15) day of the following month.

023330
ITecember 8, 2003
Haywood County
16. Failure to abide by the conditions and limitations contained in this permit may subject the
Permittee to an enforcement action by the Division of Water Quality in accordance with
North Carolina General Statute 143-215.6.
17. The issuance of this permit does not preclude the Permittee from complying with any and all
statutes, rules, regulations, or ordinances, which may be imposed by other government
agencies (local, state and federal) which.have jurisdiction.
18. The Permittee shall provide for the installation and maintenance of an audible and visual
high water alarm.
19. A leakage test shall be performed on the septic tank and dosing tank to insure that any
exfiltration occurs at a rate which does not exceed twenty (20) gallons per twenty-four (24)
hour per 1,000 gallons of tank capacity. The engineer's certification will serve as proof of
compliance with this condition.
20. A copy of the approved plans and specifications shall be maintained on file by the Permittee
for the life of the project.
21. Non -Compliance Notification:,
The Permittee shall report by telephone to the Asheville Regional Office, at telephone number
828/251-6208, as soon as possible, but in no case more than 24 hours' or on the next working
day following the occurrence or first knowledge of the occurrence of any of the following:
a. Any process unit failure, due to known or unknown reasons, that render the facility
incapable of adequate wastewater treatment such as mechanical or electrical failure of
pumps. aerators, compressors, etc.
b. Any failure of a pumping station, sewer line, etc. resulting in a by-pass directly to
receiving -waters without treatment of all or any portion of the influent to such station or
facility.
Persons reporting such occurrences by telephone shall also file'a written report in letter form
within 15 days following first knowledge of the occurrence. This report must outline the
actions taken or proposed to be taken to.ensure that the problem does not recur.
22. Upon completion of construction and prior to operation of the subject pump and haul
activities, a certification must be received from a professional engineer certifying that the
permitted facilities have been installed in accordance with this permit, the approved plans and
specifications. Mail the certification to the Permits and Engineering Unit, Post Office Box
29535, Raleigh, N. C. 27626-0535.
23. The annual administering and compliance fee must be paid by the Permittee within thirty (30)
days after being billed by the Division. Failure to pay the fee accordingly may cause the
Division to initiate action to revoke this permit as specified by 15 NCAC 2H.0205 (c)(4).

Permit Number WQ0023330
December 8, 2003
Haywood County
Permit issued this the eight day of December, 2003.
NORTH CAROLINA ENVIRONMENTAL MANAGEMENT COMMISSION
Alan W. Klimek, P.E., Director
Division of Water Quality
By Authority of the Environmental Management Commission

023330
Haywood County
Engineer's Certification
I, , as a duly registered Professional
Engineer in the State of North Carolina, having been authorized to observe
(periodically/weekly/full time) the construction of the project,
(Project)
(Name of Location)
for
the Permittee hereby state that, to the best of my abilities, due care and diligence was used in
the observation of the construction such that the construction was observed to be built within
substantial compliance and intent of the approved plans and specifications.
Signature
Date
Registration No.

,pruce Pine, NC 28777
ext 13 • (FAX) 828/765-4755
November 24, 2003
Mr. Keith Haynes
NCDENR - Division of Water Quality
59 Woodfin Place
Asheville, North Carolina 28801
Subject: FCCA Sewer Project
Dear Mr. Haynes:
As per our phone discussion today please find enclosed the original and two copies
of an application for a Pump and Haul Disposal System for the Fines Creek Community
Center located in Fines Creek, North Carolina. A permit processing fee of $675.00 is
included. If you have any questions regarding this matter or require further information,
please do not hesitate to contact me at [phone] ext. 13.
Sincerely,
A*
Jeffrey S. Ferguson, P. E.
Environmental Engineer
DEC - 12003 ���

W
State of North Carolina
Department of Environment and Natural Resou
Division of Water Quality
Non -Discharge Permit Application
PUMP AND MAUL DISPOSAL SYSTEM
I. GENERAL INFORMATION:
6v233 CCU
D
DEC - 2 2UO3
1. Applicant (corporation, individual, cr other): %fsoc:,--, ins✓
2. Print Owners or Signing Official's Name and Title (the person who is legally responsible for the
facility and its compliance):A.r -
3. Mailing Address: �/l9 GAD.
City:_ 4-1-,".AC- _ State: Zip:,f 7a
Telephone No: 7-1 !Ys3
4. Project Name (subdivision, facility, or establishment name - should be consistent with project
name on plans/specs., letters of flow acceptance, Operational Agreements, etc.):-
5. Application Date: 11hX 0-7 __ 6. Fee Submitted: $ A 7S
7. County where project is located:_ 14 A a,Jae2
8. Latitude: N 3S y0 `SY7', Longitude: IiJ fd 57," 47. 0 // of facility being pumped.
II. PERMIT INFORMATION:
1. Permit No. (will be completed by DWQ):
2. if this application is being submitted as a result of a modification to an existing permit, list the
existing permit number � And issue date
3. Specify whether the applicant is _ >C Public or private.
Ill. INFORMATION ON WASTEWATER
1. Nature of Wastewater:
% Industrial;
O %Domestic;
% Other waste (specify):
%Commercial;
2. Please provide a one or two -.word description specifying the origin of the wastewater, such as
school, subdivision, hospital, commercial, industrial apartments, etc.:
ar

of
3. if wastewater is not domestic in natuietwhat
level
fac i y?trea�ment has been provided to ensure
protection of the receiving wastewater treatment
4. volume of wastewater to be pumped and hauled:
r z.�2� gallons per day.
5. Explanation of how wastewater volume was determined: e na,,.-al ­o%^e
I_
IV. TREATMENT FACILITY INFORMATION:
Name of wastewater treatment facial y receiving wastewater: a,4- /�6y-- 1 eld- EY
2. Treatment facility permit no.: Z✓c oo -6 5­6 i —
3. Treatment facility contact person anti telephone no: 5oZ,"
s97 �•eu
4. County where treatment is located:_ LAZwoo2
5. Distance to treatment facility: 9 miles.
V. OTHER INFORMATION:
Brief project description:
i
2. Explanation of why a pump and haul permit is being requested (be specific and explain it an
environmental emergency exists):_
3. Specify how long pump and haul pe:,7nit needed (shall not exceed 6 months): &� months.
4. What will be the permanent method of wastewater disposal once the pump and haul activities
have ceased? -rkrre,.� /'o stire,,, '. #e,,---e
5. Date that permanent disposal method will be available: A fyo i 4-r zf�oJSIAI e _
A
Have permittapprovals for permanent disposal method been obtained?
—Yes; Permit No. Permitting Agency-
_ No; Pending Permit No. __ Permitting Agency_
7. Describe how the wastewater will be: transported (truck, rail car, etc.) and prgvide the typical
hauling volume of the vehicle providing the hauling: -Woo
S. Name of the owner of transporting vehicle: A&72F 01JA*J, -L-

9. Mailing Address of Hauler:!?3
City: 1.✓4Y�'.�7s �,� _ State: Zip:
Telephone No.: 8"P-8 --02 61, - 861518
10. What type of tank or other container will the wastewater be pumped from and what is the
volume of this container? 9 ���ic - sn�x•.r�,�
Vol-
v
11. Was the tank or container already i7 place or will it be installed for these activities?
12.
What type of high water alarm doe;; the container have?
X audible and visasal
auto dialer
-J'

PUMP AND HAUL DISPC)SAL SYSTEM
THIS APPLICATION PACKAGE WILL NOT BE ACCEPTED
BY THE DIVISION OF WATER QUA'JTY UNLESS ALL OF
THE APPLICABLE ITEMS ARE INCLUDyD WITH THE SUBMITTAL
Required Items:
a. One odginai and two copies of the completed and appropriately executed application
form.
b. Three sets of detailed plans and specifications aigned and sealed by a North Carolina
Registered Professional Engineer.
The plans/specifications must include a general I®yation maP, a plan view of the storage
facilily and its relationship to property lines, and ietails showing the high water alarms.
Provide either audible and visual alarms or an auto dialer. Each sheet of the plans and the
first page of the specifications must be signed and sealed.
c. The appropriate permit processing fee, in accordan :e with 15A NCAC 21-1.0205(c)(5), which is
$675.00 pgyable to: NCDENR.
d. A letter must be..12rovided from the owner/autho treatment facility
stating that.the wastewater will be accepted ald Specifying the volume that will be
accepted. The _letter should be a recent letter and sh.)uld refer to the project by the same name
as that identified on the application and the plans/sf ecifications.
e. A letter must be provided from the owner/authc rity of the ultimate/permanent receiver
wastewater collection system and/or treatment •'acility stating that the wastewater will
be accepted. The letter should be a recent letter a id should refer to the project by the same
name as that identified on the application and the pl;ins/specifications.
f. A copy of the contract or agreement beiween the wwastewater hauler and the applicant and
a ma® indicating the haul route.
g. The application package should be sent to the A.;:heville Regional Office for review and
processing. If there are any questions, contact the s-agional office at 828-251-6208.
Submit to: Mr. Forrest Westall, Supervisc;r
NCDENR - Division of Water (duality
Water Quality Section
59 Woodiin Place
Asheville, NC 28801
-4-

DIVISION OF ENVIRONMENT AN[, NATURAL RESOURCES REGIONAL OFFICES
ASHEVILLE
MOORESVILLE
WINSTON-SALEM
59 Woodfin PI
199 N Main St
595 Waughtown St
Asheville, NC 28801
Mooresville, NC 28115
Winston-Salem, NC 27107
Phone: [phone]
Phone: [phone]
Phone: [phone]
Fax: [phone]
Fax: 7041 S63-6040
Fax: [phone]
Avery
Buncombe
Burke
Caldwell
Cherokee
Clay
Graham
Haywood
Henderson
Jackson
Macon
Madison
McDowell
Mitchell
Polk
Rutherford
Swain
Transylvania
Yancey
FAYETTEVILLE
226 Green Street
Suite 714
Fayetteville, NC 28301
Phone: [phone]
Fax: [phone]
Anson Moore
Bladen Robeson
Cumberland Richmond
Harnett Sampson
Hoke Scotland
Montgomery
WILMINGTON
127 Cardinal Dr
Wilmington, NC 28405
Phone: [phone]
Fax: [phone]
Brunswick New Hanover
Carteret Onslow
Columbus Pander
Duplin
�Alexands r
Cabarrus
Catawba
Gaston
Iredell
Lincoln
Mecklenburg
Rowan
Stanly
Union
Cleveland
WASHINGTON
943 Washington Square
Washington, NC 27889
Phone): 2521946-6481
Fax: [phone]
Aiamance
Alleghany
Ashe
Caswell
Davidson
Davie
Forsyth
Guilford
Rockingham
Randolph
Stokes
Surry
Watauga
Wilkes
Yadkin
RALEIGH
Mall 3800 Barrett Dr
Raleigh, NC 27609
Phone: [phone]
Fax: [phone]
Beaufort
Jones
Bertlee
Lenoir
Camden
Martin
Chowan
Pamlico
Craven
Pasquotank
Currituck
Perquimans
Dare
Pitt
Gatos
Tyrell
Greene
Washington
Hertford
Wayne
Hyde
Chatham
Durham
Edgecombe
Franklin
Granville
Halifax
Johnston
Lee
Nash
Northampton
Orange
Person
Vance
Wake
Warren
Wilson
-q-

Name and Complete Address of Engineering Firm:
City: 14 State: .mac— Zip:_ 2J'
Telephone No. s2f 266 x /7
Professional Engineer's Certification:
attest that this application for ,GCC�
has been reviewed by me and is accurate and
complete to the best of my knowledge. I further attest that to the best of my knowledge the proposed
design has been prepared in accordance with the applicable regulations. Although certain portions of
this submittal package may have been developed by other professionals, 'inclusion of these materials
under my signature and seal signifies that I have reviewed this material and have judged it to be
consistent with the proposed design.
North Carolina Professional Engineer's Registration No. ©a 7r'%
Print Name of Engineer Te,F.Pf;" L
Seal and Signature (specify date):
4
//a1 y d3
Applicant's Certification:
1, --, attest that this application for, dl?4� e ALOT?rG/
has been reviewed by me and is accurate and complete to the best of my knowledge. I understand that
if all required parts of this application are not completed and that if all required supporting informatior
and attachments are not included, this application package will be returned as incomplete.
Signature li .� ®ate
g
s

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fiSSY�' .Y-_; � Or�Y.F:.+M1Y�G`.tt•riY.....W: W1�N:.5'+R.:w'KPLOkvaF��YfYY3 YUG'YCraSS.X�YCI✓M1Y".eS'+ri:'l^6V..-IY!]"' _� SSf..v..2f JAv.'w �'.� A`Y.•-•":.:V- 'rt-",^.- •�PA43afL..:w.:i 7i:�"� r::�F.V"+i
This alarm system monitors liquid levels in lift pump chambers, sump pump basins, holding tanks, sewage, agricultural, and
other non -potable water applications.
The Tank Alert® I indoor alarm system can serve as a high or low level alarm depending on the float switch model used. The
alarm horn sounds when a potentially threatening liquid level condition occurs. The horn can be turned off, but the warning light
remains on until the condition is remedied. A green "power on" light indicates power to the alarm panel.
' w�,�f'.7¢.'4}t' t °�'�'` y,tt,FC`c
,t 4�
jYM 1 fal y , hT
k. 'e<':i...^'Y�'-#.�;"`+C., "'r{ct UZ.��. -
E7 120 VAC Model Voltage - (circuits not supervised) Prima : 120 VAC, 50/60 Hz, 5 watts
maximum (alarm condition) Secondary: 12 VAC
230 VAC Model Voltage - (circuits not supervised) Primary: 230 VAC, 50/60 Hz, 5 watts
maximum (alarm condition) Secondary: 12 VAC
0 NEMA 1 enclosure rated for indoor use.
0 Red warning light, green "power on" light, alarm test switch, and horn silence switch.
97 Alarm horn sounds at 86 decibels at 10 feet (3 meters).
El .6 foot (1.8 meter) power cord.
0 Can be used with any switching mechanism rated to include 1 amp, 12 VAC load.
Ei Maximum line impedance for initiating device:.5 ohms.
0 Alarm system (when installed on separate circuit) operates even if the pump circuit fails.
0 Complete package includes standard Sensor Float° control switch with 15 feet (4.57 meters)
of cable (other lengths available) and mounting clamp.
0 Switching mechanism operates on low voltage and is isolated from the power line to reduce
the possibility of shock.
27 Three-year limited warranty. -
When ordered with the alarm, this system is available with:
0 alternate float switch models for high or low level warning.
0 120 VAC primary voltage or 230 VAC primary voltage.
0 splice kit.
PREVENTATIVE MAIfdTEtdANCEs a Penodlcally anspecY the product Check that the cable fiasnot become worn or chat the housing has not been damagert so as#q Impair the prgtectlon of the
product Replace the product imme01
diately if any damage is found qr suspected
®�� Penodlcally check -to see that the float �s free to move antl operatethe switefi � a r : °, r� �, �' � � � r�H4 ,� �' `' � z
z Uwe only-SJE Rhombus replacement parts ' x x k ., � �; _- „�} z
•`�. y s,�- ..ors n �, ,4� c s"' - - -
SJE-RHOMBUS° warrants to the original consumer that this product ordinances, o� accepted trade practices, and (E) to units repaired and/
shall be free of manufacturing defects for three years after the date of or modified without prior authorization from SJE-RHOMBUS®.
consumer purchase. During that time period and subject to the condi-.
tions set forth below, SJE-RHOMBUS° will repair or replace, for the Some states do not allow limitations on how long an implied warranty
original consumer, any component which proves to be defective due to lasts, so the above limitation may not apply to you. Some states do
defective materials or workmanship of SJE-RHOMBUS°. not allow the exclusion or limitation of incidental or consequential
THIS EXPRESS WARRANTY DOES NOT APPLY TO THE MOTOR
START KIT COMPONENT. SJE-RHOMBUS" MAKES NO WARRAN-
TIES OF ANY T YPE WITH RESPECT TO THE MOTOR START KIT.
ELECTRICAL WIRING AND SERVICING OF THIS PRODUCT MUST
BE PERFORMED BY A LICENSED ELECTRICIAN.
THIS WARRANTY DOES NOT APPLY: (A) to damage due to lightning or
conditions beyond the control of SJE-RHONIBUS"; (8) to defects or
malfunctions resulting from failure to omperly Install, operate or main-
tain tine unit in accordance wiLtl pint -ad lnsirl.ctlons ,iirovidBd; (C) to
ta;Illr1=s rssu!t'rg from abu3e, misuls_ accident, or n::gl'cance; (D) to
units i': _.. coidai:ce wit;i cappilCc013 iocS; codes,
damages, so the above limitation or exclusion may not apply to you.
This warranty gives you specific legal rights, and you may also have
other rights which vary from state to state.
TO OBTAIN WARRANTY SERVICE: The consumer shall assume all
responsibility and expense for removal, reinstallation, and freight. Any
item to be repaired or replaced under this warranty must be returned
to SJE-RHOMBUS®, or such place as designated by SJE-RHOMBUS°.
ANY IMPLIED WARRANTIES OF MERCHANTABILITY 09 FITNESSARE
0141TEDTOTHE DURATION OFT HIS WRITiENWARR`kN71. SJE-Ru0fl1-
3US"Sy",LLNOT1NANYPJANNIER, BE LIABLE FOP, ?NYINCI =s`47AL
Chi CONSE0U'.:i!T1AL DNr'n�GES AS A RESULT OF A BFlEAOI•-^ CF
iO3 i;;I"'11s iai= y:!A'Rf\idTYO 2: ti;'hy'?rLi=C rYaRr's,.i'1T(.

ELECTRICALSHOGKNAZARD o
Disconnect power before Iristalling lbrporvicing,this '
t
EXPLOSIONORFIRE HAZARD
Do not use this product with flammable liqulds� ,
pcotl act A"-quatlfied servlce`person;must Install and
this to
rr _
Do not Install Ih hazardous locations'as-defined.by
Natiorial Electrical Code ANSIINFPA 70
;� service protluct according applicable .electneal
,�F`
antl;plum6ng cotles,3P
Jz
Failure to follow these precautiors could result m `serious lnlury or death 'Replace product irnmetliately If switch cable ;becomes tlamaged
or severed Keep these Instructions with warranty after installation This product musf be installed in accordance with National Electric Cade
,
ANSUNFPA 7p so as o prevent moisture from entenng;or accumulahng,within boxes candutt bodies fittings float dousing,=or cable
63 , .r
For detailed specifications on this product, or for the complete line of SJE-Rhombus®
panel, alarm, and switch products, visit our web -site at www.slerhombbs.com.
}{v ZIR
® .
1. Determine indoor mounting location for alarm panel.
2. Insert screw (supplied) at desired wall location.
Note: Screw is to be located over wall stud or used with
a wall anchor sized for a #8 x 1.25 self tapping screw.
3. Make sure power to alarm panel is disconnected.
4. Hang alarm panel using keyhole on panel back. Install
second screw between tabs located on bottom of
panel.
5. Mount the cord by placing the cord into the clamp as
shown in Figure A.
6. Locate the clamp at the desired activation level and
secure the clamp to the discharge pipe as shown in
Figure A. Note: Do not install cord under hose clamp.
7. Tighten the hose clamp using a screwdriver. Over
tightening may result in damage to the plastic clamp.
Make sure the float cable is not allowed to touch the
excess hose clamp band during operation.
8. Bring cable leads back to alarm device and wire
according to Figure B.
Note: All hose clamp components are made of 18-8
stainless steel material. See your SJE-Rhombus®
supplier for replacements.
Note: When' used With a pump application, connect
alarm to a circuit separate from the pump circuit. This
allows the alarm to operate if the pump circuit fails.
9. Plug the panel in to apply power. The green "power on"
light should come on.
10. Check installation by manually tipping the float. The
horn and warning light should come on.
11. Move the horn silence switch to silence, the horn
should silence while the red light stays on.
12..You must manually reset alarm after activation. Push
horn button back to horn position and press "push to
test" button. The light and horn should activate.
13. Test unit once per week to ensure proper operation.
14. Using the provided cable clasp, secure cord to outlet
as shown in Figure C. Use existing receptacle
faceplate screw and supplied washer.
F8gUre A
3:5 inch (9 cm)_
tether length
Figuye B
low voltage
screw
terminals
Ij
(for connection to
contactswith no
1). m ©
external power
p'
source)
o 0 0 o
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power
o Q o
cord
mounting
attach float
tabs
switch here
Figuye C.
cable clasp
washer
faceplate
screw .
rt�AM
NTROLS
22650 County High%,A:ay 6 r2 P.O. Box 1708 0 Detroit Lakes, �'vlinnesota 56502 USA
1-388-DIAL-5j8 (1-838-342-5753) ui Pi'to ne: 218-847-1317 s3 Fzx: 218-847-1617 5 E-mail. [e-mail]:-n
C«JE-Rhombus Prin;adinUSA 02,iN
i(; Er�civa02';J Ins'.;nsr.P�110i197E�

11/21/2003 11:56
8289263576
MAGGIE VALLEY
PAGE 01
down offfaggle bailey
Phone [phone] • Fax [phone] • 3987 Soco Rd., Maggie Valley, NC 28751
State of North Carolina
Department of Environment, Health & Natural Resources
Division of Water Quality
59 Woodfin Place
Asheville, NC 28801-2414
Subject: plow Acceptance/ pump and haul from Fines Creek Community Association
Novemer 21, 2003
Dear Sirs,
The Town. of Maggie Valley WWTP will accept up to 4,500 gallons of domestic wastewater
from the Fines Creek Community Association's septic system..
The Town of Maggie Valley currently has reserve treatment capacity and will accept this flow if
approved by the State.
NPDES# NCO056561
This approval is valid for one year.
If you have any questions or require additional information, please feel free to contact me.
::/;�Of4T
ly,
cott Bui
Town Manager
,A.BM/vmb legal flow letter
i � '

November 22, 2003
To Whom It May Concern:
I agree to haul domestic wastewater from the Fines Creek Community Center to
the Town of Maggie Valley Waste Treatment Facility for $65.00 per 1,800 gallon
truck load.
kasonRoberts
Carvers Waste Disposal

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SEC _ 22003 z
State of North Carolina
Department of Env' ronraent and Natural Resou
Division of Wafer uaRty
Pion -Discharge Permit Application
PUMP AND HAUL DISPOSAL SYSTEM
I. GENERAL INIFORMATION:
1. Applicant ;corporation, individual, es other):��� �2<< ����.vN��r' �ssoc:k i��✓
2. Print Owners or Signing Official's [Vame and Title (the person who is, legally responsible for the
facility and its compliance): ,4�s: ,,�� S��,a-
3. Mailing Address: �i/ 9 L✓�s � y (12 ��ic d�s�.
City: �i,State:rie— Zip:_?,r 7a
Telephone No: e,2,f-�,a7-/V�3
4. Project Warne (subdivision, facility, or establishment name - should be consistent with project
name on plans/specs., letters of flow acceptance, Operational Agreements, etc.):
5. application Dale: /1h,1--- S. Fee Submitted: 7�
7. County where project is located:--_ 111,4ya,00,9
8. Latitude: of 35- y0 `3_41,2 Longitude: IV ed "52 f i9 0 0/ of facility being pumped.
II. PERW11 s INFORMATION:
v0233U
Pei°�it No. (vilii be cornple od by �a��O): -
2, if this application is being submitted as a result of a modification town existing permit, list the
existing permit number And issue date
applicant is _ Public or pnvate,
3. Specify whether the app —
INFORMATION ON WASTEWATER
1, future of Wastewater: ZG"© o,�G/Other waste (s
% industrial;
2
%Commercial;
please provide a one or tbuo word description specifying the origin of the wastewater, such as
school, subdivision, hospital, comrlercial, industrial apartments, etc.:

domestic in natui e, what 1eVel ®f pre#reatrriei7t has been provided to ensure
3. if �r$asts�^pater is not ? ,�/w
protection of the receiving �,4fSieb*Jatr r treatment facility . _
,4. volume of wastes+cater to be pumped and hauled: �°' 1/ s�DD gallons per day.
5. Explanation of how wastewater volume was determined:
. IV. TRE-ATMENT FACILITY INFORMATION:
1, fume of wastewater treatment facill=y receiving wastewater:
2. Treatment facility permit no.:�/Ilef Uo s6 -5-6 I -- --
3. Treatment facility contact person and telephone no: 4,1,l,!5F
4. County where treatment is located:_ ���c✓ooD
5. Distance to treatment facility: miles.
V. OTHER 9NFORMR,
I. Sri& project description.
2. Explanation of why a pump and haul permit is being requested (be specific and explain iI an
environments! emergency exists):_f,�,�,��
3. Specify how long pump and haul peirmit needed (shall not exceed 6 months): months.
4. What will be the //permanent method of wastewater disposal once the pump and haul activities
have Ceaa//ed? oY•'a��.1f,L, 7y :� �'� �.� �.� ����r/: s (�r� %
.".. .. .:fl'i�...!'i.w .n.a �n..�< A7.� s.'?.,,%[� � .....`/7 �LJ; �t!.-•-ic' _Se3i'��C1'.
5. Date that permanent disposal method will be available:
91
Have permit/approvals for permanert disposal method been obtained?
Yes; Permit No. Permitting Agency
lqo; Pending Permit No. _ Permitting Agency_
7. Describe hoard the wastewater will be: transported (truck, rail car, etc.) and provide the typical
hauling volume o, the vehicle providing the hauling: --rz'16K i�co
3. f4arrb of the o,�_ 1er of Pra�;sportina- vehIoIa:_.�Pol-4e-

9. Mailing Address of Hauler:_ ✓r1T„ �,g,�
City: �✓,�i ��S ✓, cr_- State:_ Zip:
Telephone
10. What type of tank or other containE r will the wastewater be pumped from and what is the
volume of this container? /���,<_;�a o� 1�,��,e� ✓S�x� ��.�ic - �,ax�,M �,�
Vvd,.600 .-. /P„S.
11. Was the tank or container already 1,i place or will it be installed for these acrtivities?
12. What type of high water alarm doe.,; the container have?
X audible and visual auto dialer

THIS APPLICATION PACKAGE WILL NOT BE ACCEPTED
BY THE DIVISION OF IJATER QUA JTY USELESS ALL, OF
THE APPLICABLE ITEMS ARE INCLUD EED WITH THE SUBMITTAL
Required Items:
a. One o l �_antl two copies of the completed and appronrlstef executed apnfication
form.
b. Three sets of detail-ed Ptans and specification s fined and sealed by a North Carollna
Reglstered Professl�s al Engli�t�or.
The plans/specifications must include a general to ration Mao, a plan View of the storaue
fac!112y and its relationship to mogerty lines, and letaila showing the high grater algFms.
Provide either audible and Visual alarms or an auto dialer. Each sheat of the plans and the
first page of the specifications must be signed and sealed.
c. The appropriate permit processing fee, in accordan, :e with 15A NCAC 21-1.0205(c)(5), which is,
$675.00 a8vable to.-- NC®ENR.
d. A letter m.uz2 be rovided firorn the o raerlau>tho .i of the tvasteivater treatment facility
stafing that the Wastewater Will be accepted and specifying fha virlyme that vJ11 be
acce ted. The letter should be a recent letter and sh )uld refer to the project by the same name
as that identified on the application and the plans/sr ecifications.
e. A 18fter must be provided from the ownerlauthcity of the ultimate/Dermanent receDver
wastewater collection sty -stem andlor treatment - acllity statincl thaa the wastewater vJ11
biY accooted. The letter should be a recent letter a! id should refer to the project by the sane:
name as that identilped on the application and the pl all
A copy cf the contractor a9 ement' between tithe Vy ;ist-amfater hauler_ and the allcai �t and
a map indicating the haul route.
g. The application package should be sent to the A aheville R99[Qnal 2ff!gk for review and
processing. If there are any questions, contact the i egional office at-828-251-6208.
Submit to: Mr. Forrest Westall, Supervise
NC DENR - Division of I.Alater Quality
Water Quality Section
59 Woodfin Place
Asheville, NC .28801
4

A
ASHEVILLE
59 Woodfin PI
Asheville, RAC 25601
Pone: 828/251-6206
Fax: [phone]
OORES VILLE
Ise N Main St
Mooresville, No 28115
Phone: 7 -)4/663-1699
Fax.: 704! 563-6046
WINSTO -SALEM
595 waughtown St
Winston-Salem, NC 27107
Phone: 336/ i `d-4600
Fax: [phone]
Avery Macon
Alexander Mecklenburg
Alamence
Rockingham
Buncombe Madison
Cabanas Rowan
Allegheny
R2ndolph
Burke [OcDo ell
Catawba Stanly
Ashe
Stokes
Caldwell M, itchell
Gaston Union
Caswell
surry
Cherokee Polk
Iredell Cleveland
Davidson
Watauga
Clay RutheiloPd
Lincoln
Davie
Wilkes
Graham Swain
Foreyth
Yadkin
Heywood Transylvania
Guliford
Handewson Yancey
Jackson
FAYE rTEV/ LLE
RALEIG
225 Greets Street
943 ` ;`azhsngton SgUMM N1811
3800 Barmfh
®r
Suite 714
IVIVnsh:;ngton, NC 27689
Raleigh, NC 27609
Fayetteville, NC 28301
PISonw 26 /946-64E d
Phone: [phone]
Phone: 9o1/456-0707
Fax: [phone]
Fax: [phone]
Fax: [phone]
Bezufart Jones
Chatham
Hash
Anson; moom
Bends Lenosr
Bin Robeson
Camdenr� %IaFiin
Efte ,ambe
Ora{�Y190
PAD
-don
Cumberland Richmond
. i@�V Bd Y 4�� nco -
FF2-- C�aaG
F-0n
Harnett Sampoon
Craves
Granville
Halifax
Vance
sake
Hoke Scotlend
CUffli ck Perqul a=
pI
JoI ns.,ton
° aPi—en
Dare
�e� a Washington
Herrford Wayne
Hyde
OLMINGION
127 Cardinal. Dr.
VIVilmington, NC 26406 '
Phone: [phone]
Fam 9101350-200 s
NOW Hzmov4�'�r
0niow
'

M
Name and Complete Address of Engineering Firm: J�fr��y
City: SPx State:
Telephone No. 8�Le — 76Z -60YI x /7 .
Professional Engineer's Certification:
ds/Z----
zip: TU, ?-2i _
attest that this application for ,GL"6,9
has been reviewed by me and is accurate anc
complete to the best of my knowledge. I further attest that to the best of my knowledge the proposes
design has been prepared in accordance with the applicable regulations. Although certain portions o
this submittal package may have been developed by other professionals, inclusion of these material:
under my signature and seal signifies that I have reviewed this material and have judged it to b:
consistent with the proposed design.
North Carolina Professional Engineer's -Registration Pao. fJ--2 7Y��
Print Fume of Engineer T�ff�fY S, f�r:/sUSOrf
Seal and Signature (specify. date):
4
Applicant's Certification:
attest that this application for f SEw�� ��GTEGi
has been reviewed by me and is accurate and complete to the best of my knowledge. I understand th.,
if all required parts of this application are not completed and that if all required supporting informatic
and attachments are not included, this application package will be returned as incomplete.
Signature
Date." Z
-G-

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an _
This alarm system monitors liquid levels in�lift pump cnamoels, sump pump basins, holding tanks, sewage, agricultural, d
other non -potable water applications.
The Tank Alert I indoor alarm system can serve as a high or low level alarm depending on the float switch model used. The
alarm horn sounds when a potentially threatening liquid level condition occurs. The horn can be turned off, but the warning light
remains on until the condition is remedied. A green "power on" light indicates power to the alarm panel.
EY 120 VAC AAodel Voltage - (circuits not supervised) Primar : 120 VAC, 50/60 Hz, 5 watts
maximum (alarm condition) Secondary: 12 VAC
230 VAC Nlodel Voltage - (circuits not supervised) Primary: 230 VAC, 50/60 Hz, 5 watts
maximum (alarm condition) Secondary: 12 VAC
6 NEMA 1 enclosure rated for indoor use.
0 Red warning light, green "power on" light, alarm test switch, and horn silence switch.
LU Alarm horn sounds at 86 decibels at 10 feet (3 meters).
E ,6 foot (1.8 meter) power cord.
El Can be used with any switching mechanism rated to include 1 amp, 12 VAC load.
ki Maximum line impedance for initiating device:.5 ohms.
0 Alarm system (when installed on separate circuit) operates even if the pump circuit fails.
0 Complete package includes standard Sensor Float control switch.with 15 feet (4.57 meters)
of cable (other lengths available) and mounting clamp.
.2 Switching mechanism operates on low voltage and is isolated from the power line to reduce
the possibility of shock.
zl Three-year limited warranty.
When ordered with the alarm, this system is available with:
p alternate float switch models for high or low level warning.
0 120 VAC primary voltage or 230 VAC primary voltage.
0 splice kit.
SJE-RHW,v1BUS° warrants to the original consumer -that this product
Shall be free of manufacturing defects for three;years after the date of
consumer purchase. During that time period and subject to the condi-
tions set forth below,. SJE-RHOMBUS will repair or replace, for the
original consumer, any component which proves.to be defective due to
defective materials or workmanship of'SJE-RHOMBUS'. . .
THIS EXPRESS WARRANTY DOES NOT APPLY TO THE MOTOR
START KIT COP:IPONENT. SJE-RHOy1BUS-MAKES NO WARRAN-
TIES OFANYTYPE WITH RESPECT TO THE 1410TOR START KIT.
ELECTRICAL WIRING AND SERVICING OF THIS PRODUCT MUST
BE PERFORikr1FD BY A LICENSED ELECTRICIAN.
T a VIA .7-1i' A 11Y D"D^S I ]C) r,PP!:f: l�% So damage d.0tO IiC11-
ordinances, or accepted trade practices, arid.(E) to units repaired and/
or modified without prior.authorizatlon'from SJE-RHOPABUS°.
Some states do not allow limitations on. how long an implied warranty
lasts, so'the abovelimitation may notapply-to,you. Some states do
not allow th exclusion._or limitation of incidental or consequential
damages, so.the above limitation or exclusion may not apply to you.
This warranty gives you specific legal rights, and you may also have
.Other rights which vary from state to state.
TO OBTAIN WARRANTY SERVICE: The consumer shall assume all
responsibility ;and expense.for removal, reinstallation, and freight. Any
item to be -repairbd or .replaced under this warranty must be returned
to SJE-RHOMBUSJ, or such place as designated by SJE-RHOMBUS".
AN 1. R�.;ITIrSOFi'd=RCHANTr:BILi?YOtFi'i l=ti n=
,..._.._ ,._d•i--'.�,n=±fll`r �ii`3l,G�I ',�7tr,i, `., 1. 'i

For detailed specifications on this product, or for the complete line of SJE-Rhombus'
panel, alarm, and switch products, visit our rveb-site at v1wY1 sjerhombus.com.
„ram—�.-•.•.� ..a.-..-- ,� ypKY �- �-"~',_�,�."'-"-'� �r
�.�„"'-"y: .c-.tea 's :�ii.,.�s.�=ram... `'-- 1.�..' z....-...X. r 3b
1. Determine indoor mounting location for alarm panel.
2. Insert screw (supplied) at desired wall location.
Note: Screw is to be located over wall stud or used with
a wall anchor sized for a #8 x 1.25 self tapping.screw.
3. -Make sure power to alarm panel is disconnected.
.4. Hang alarm panel using keyhole on panel back. Install,
second screw between tabs located on bottom of
panel.
5. Mount the cord by placing the cord into the clamp as
shown in Figure A.
6. Locate the clamp at the desired activation level and
secure the clamp to the discharge pipe as shown in
Figure A. Note: Do not install cord under hose clamp.
7. Tighten the hose clamp using a screwdriver. Over
tightening may result in damage to the plastic clamp.
Make sure the float cable is not allowed to touch the
excess hose clamp band during operation.
8. Bring cable leads back to alarm device and wire
according to Figure B.
Note: All hose clamp cornponents are made of 18-8
stainless steel material. See your SJE-Rhombus'
supplier for replacements.
Note: When used with a pump application, connect
alarm to a circuit separate from the pump circuit. This
allows the alarm to operate if the pump circuit fails.
9. Plug the panel in to apply power. The green "power on"
light should come on.
10. Check installation by manually tipping the float. The
horn and warning light should come on.
11. Move the horn silence switch to silence; the horn
should silence while the red light stays on.
12. You must manually reset alarm after activation. Push
horn button back to horn position and press "push to
test" button. The light and horn should activate.
13. Test unit once per week to ensure proper operation.
14. Using the provided cable clasp, secure cord to outlet
as shown in Figure C. Use existing receptacle
faceplate screw and supplied washer.
Fl,omre A
3.5 inch (9 cm).
tether length
Flo—ure 6
lowvoltage
screw
terminals
I'i (for connection to
331; contacts with no
P1 ^, . � Ij externalpower
source)
o 0 oroii doNOTapply
power
E) C
power � �
cord
mounting attach float
tabs switch here
Figwe .0 C.
5
nn _ ,.1' Cr'

11/21/2003 11:56
8289263576
MAGGIE VALLEY
PAGE 01
M4
\�n
N
Z? Phone [phone] • Fax [phone] ° 3987 Soco U., Maggie Valley, NC 28751
State of North Carolina
Departme-ut of Environment, Health & Natural Resources
Division of Water Quality
59 Woodf n Place
Asheville, NC 28801-2414
Subject: Flow Acceptance/ pump and haul from Fines Creek Community Association
Novemer 21, 2003
Dear Sirs,
The Town of Maggie Valley WWTP will accept up to 4,500 gallons of domestic wastewater
from the Fines Creep Community Association's septic system.
The Town of Maggie Valley currently has reserve treatment capacity and will accept this flow if
approved by the State.
NPDESA NCO056561
This (approval is valid for one year.
if you have any questions or require additional information, please feel free to contact me.
Sincer ly,
xoe��
toff BufrIi
Town Manager
A ',%I/vrz)b legal flown letter
t jj��i•��.fJ �y '`'� ,- �� I v'+ i a% t7i�:✓ -�i� �' i �/Y�'Q� ; : r� �.l i ���u- ,
r

November 22, 2003
To Whom It May Concern:
I agree to haul domestic wastewater from the Fines Creek Community Center to
the Town of Maggie Valley Waste Treatment Facility for $65.00 per 1,800 gallon
truck load.
"Zason Roberts
Carvers Waste Disposal

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