NC0021857_FastTrackCSPermits

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NCDENR
North Carolina Department of Environment and Natural Resources
Division of Water Quality
Beverly Eaves Perdue Charles Wakild, P. E. Dee Freeman
Governor Director Secretary
SURFACE WATER PROTECTION SECTION
January 9, 2012
Keith Hoilman, Public Utilities Director
Town of Newland
PO Box 429
Newland, NC '28657
Subject: Permit No. W00035704
Town of Newland
Linville Cove Apartments
Wastewater Collection System Extension
Avery County
Dear Mr. Hoilman:
In accordance with your application received December 21, 2011, we are forwarding herewith
Permit No. WQ0035704, dated January 9, 2012, to the Town of Newland 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date of issuance until rescinded, and shall be subject to the conditions and limitations as specified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 2T .0300 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 .0300; 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.
SURFACE WATER PROTECTION-ASHEVILLE REGIONAL OFFICE One
Location: 2090 U.S.70 Highway,Swannanoa, NC 28778 MdaCarofina
Phone: [phone] FAX: [phone] atut'Qllt�
Internet:www.ncwaternuallty.org
�r

TO Page OF NEWLAND January 9, 2012 Pa e 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 Newland for the construction and operation of approximately 212 linear feet of 8-inch gravity sewer; to
serve twelve 2-bedroom apartments and twenty 1-bedroom apartments as part of the Linville Cove
Apartments project, and the discharge of 7,680 gallons per day of collected domestic wastewater into the
Town of Newland's existing sewerage system, pursuant to the application received December 21, 2011
and in conformity with 15A NCAC 2T .0300; 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 Town of Newland's
Wastewater Treatment Facility (Permit No. NC0021857) 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 Wanda Frazier at (828)
296-4662.
Sincerely,
for, Charles Wakild, P. E., Director
Division of Water Quality
cc: Avery County Health Department
shevilleaReg o-naalaOffice.;Sci face Water--Protection=fiieTown ofNewland-NC0021857
Kenny Marlow, P.E., Borum-Wade and Associates, PA—
PO Box 21882; Greensboro, NC 27420-1882
Water Quality Central Files
PERCS Files

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 2T .0300; 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 .0300. If an individual
permit is not required, the following performance criteria shall be met as provided in 15A NCAC 2T
.0300:
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.
1

PERMIT NO.W00035704 TOWN OF NEWLAND LINVILLE COVE APARTMENTS AVERY CO 1-9-2012
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 .0300; 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 .0300; 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.W00035704 TOWN OF NEWLAND LINVILLE COVE APARTMENTS AVERY CO 1-9-2012
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.
12. Gravity sewers installed greater than ten percent below the minimum required slope per the
Division's Gravity Sewer Minimum Design Criteria shall not be acceptable and shall not be certified
until corrected. If there is an unforeseen obstacle in the field where all viable solutions have been
examined, a slope variance can be requested from the Division with firm supporting documentation.
This shall be done through a permit modification with fee. Such variance requests will be evaluated
on a case by case basis. Resolution of such request shall be evident prior to completing and
submitting the construction certification.
Permit issued this the 9t' day of January, 2012
NORTH CAROLINA ENVIRONMENTAL MANAGEMENT COMMISSION
for, Charles Wa 'd, P. E., Director
Division of Water Quality
By Authority of the Environmental Management Commission
Permit Number WQ0035704
3

5
PERMIT NO.W00036704 TOWN OF NEWLAND LINVILLE COVE APARTMENTS AVERY CO 1-9-2012
ENGINEERING CERTIFICATION - POST CONSTRUCTION
System Description: construction and operation of approximately 212 linear feet of 8-inch gravity sewer;
to serve twelve 2-bedroom apartments and twenty 1-bedroom apartments as part of the Linville Cove
Apartments project, and the discharge of 7,680 gallons per day of collected domestic wastewater.
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
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 .0300; 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
CHUCK CRANFORD
SURFACE WATER PROTECTION SUPERVISOR
ASHEVILLE REGIONAL OFFICE
2090 US 70 HIGHWAY
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 vv A�F9 / _ �, ` ` I�t (� - , � ` 1' E C _ W00035704 ,�
Q ��- ', � _� Departmen. I onvironment and Natural Resources
G , ;
mL( Division of Water Quality
F $7 -TIaACK APPLICATION
.:
22--ZUl( _ (FTA 12/07 very)
j $ for ORVITY`�.EWERS;�'T7MP STATIONS, AND FORCE MAINS
(Pressure Rc Vacll.Un7 sewer systems are not to tie'ulcluded as part of this application pacl<age)
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.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-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

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.
FTA 12/07

_._.. .......... ._. .. ..._ ......... ........ ..._.......... ...... _._.._ .... „ ..
USE THE TAB KEY TO MOVE FROM FIELD TO FIELD! Application Number: W00035704
(to be completed by DWQ)
._ ........_. ........
3
1 Owner/Permittee. v L
1 a. Newland,Town of
Full Legal Name (company, municipality, HOA, utility, etc.)
Z 1 b. Keith Hoilman, Public Utilities Director
j ® 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. PO Box 429 1 e. Newland
LL Mailing Address City
1 f. NC 1 g. 28657
Z State Zip Code.
e
1h. [phone] 1i. (828)-733-209 1j. newland orn' <r•Kr
QTelephone Facsimile E-mail
I U 2. Project(FacilitV) Information: t. FF
2a. Linville Cove Apartments 2b. Ave ;; � L;--• �v LS �} -� '
I 4 .>
tl Brief Project Name (permit will refer to this name) County wh'&-OProject is Located `-
Q3. Contact Person _ L
3a. Kenny Marlow, P.E., Borum-Wade and Associates, PA(Engineer) 2011 J by
Q Name and Affiliation of Someone Who Can Answer Questions About this Application ,;;- — -_
3b. [phone] x 104 3c. kmarlow a@bdr mrn--- e co1p;,, i iOPJ :r
Phone Number Email.., ,
_....... _...... ....._.....:.:_.,::..._....:.._; -........................._...._.._..................
_..__:... .
! 1. Project is ® New ❑ Modification (of an existing permit) If Modification, Pe"rmit<Nb:::,-,.:_;,,,,,,
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
1 El 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. Newland,Town of
Z Owner of Wastewater Treatment Facility(WWTF)Treating Wastewater From This Project
® ..................................................._......._......_..._................................................._.._.........._.......__.........................................................................................._.............,................................._._...._..._............._.....—....................................................._...................................................................................
4a. Newland WWTF 4b. NCO021857
Name of WWTF WWTF Permit No.
5a. Town of Newland �5b. 8" � � Gravity 5c.
Owner of Downstream Sewer ;Receiving Sewer Size ❑ Force Main Permit#of Downstream Sewer (Instruction E)
j
6. The origin of this wastewater is (check all that apply):
LL
€ Z
❑ Residential Subdivision ElRetail (Stores, shopping centers) 100% Domestic/Commercial
® Apartments/Condominiums ❑ Institution % Industrial (attach
( ❑ Mobile Home Park ❑ Hospital description.)
( ❑ School ❑ Church
I W ❑ Restaurant El Nursing Home (RO: contact your Regional Office
❑ Office El Other(specify): Pretreatment staff]
i En % Other(specify):
i
i 7. Volume of wastewater to be allocated or permitted for this particular project:7,680 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

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).
1� gal/day/bedroom 2 bedrooms 12 unit)SS 240 gal/day/unit,. 1 bedroom 20 units- 7,680 gal/day ,�) ,F � •
10. Summary of Sewer Lines to be Permitted (attach additional sheets if necessary)
r
Size (inches) Length (feet) New Gravity or Additional
Force Main
8" 212
i
E
Q 11. Summary of Pump Stations w/associated Force Mains to be Permitted (attach additional sheets as necessary)
W
PumpStation Location ID
(self chosen -as shown on plans/map for reference)
Z
Design Flow Power Reliability Option
Z (MGD) Operational Point 1 -permanent generator w/ATS; Force Main Size Force Main Length
O GPM @TDH 2 -portable generator w/MTS
V
Z
_O
E— Pump Station Location ID (self chosen -as shown on plans/map for reference)
Design Flow Power Reliability Option
Operational Point
(MGD) GPM @TDH 1 -permanent generator w/ATS; Force Main Size Force Main Length
O 2 -portable generator w/MTS
LL
Z
� I
W
m
i
12. Will the wastewater flow in the proposed sewer lines or pump stations be able to be directed to another treatment facility?
i
( ❑ Yes ® No If Yes, permit number of 2"d treatment facility
i
(RO-if"yes"to B,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
I Mains (latest version), the Gravity Sewer Minimum Design Criteria (latest version)and 15A NCAC Chapter 2T as
i
i applicable?
® Yes ❑ No If No, please reference the pertinent minimum design criteria or regulation and indicate why a
I variance is requested. SUBMIT TWO COPIES OF PLANS,SPECIFICATIONS OR CALCULATIONS
I
PERTINENT TO THE VARIANCE WITH YOUR APPLICATION
I
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? ElYes ElNo ® N/A
Sedimentation and Erosion Control Plan? ® Yes ElNo ElN/A
Stormwater? ® Yes ❑ No ❑ N/A
F
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
I
Check if Yes: ❑ and provide details
i
..._.... .. ...... .......... _.._....................._........ ............._....... _..... ......... _..__. .. ...._............. ......... ......_.._.... . _ ...... ........ . ...
1. Owner/Permittee's Certification: (Signature of Signing Official and Project Name)
I
1, Keith Hoilman attest that this application for Linville Cove Apartments 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 EE
package is subject to being returned as incomplete. Note: In accordance with North Carolina General Statutes 143- i
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 t $25,000 eft
i lation.
f
1a. -a lt'
Signing fficial Signature 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 OTHER UTILITIES, DESIGN CALCULATIONS. ETC. REFER TO 15A NCAC 02T .0305
Z
F— 2. Professional Engineer's Certification: (Signature of Design Engineer and Project Name)
V 1,_Homer S. Wade, PE attest that this application for Linville Cove Apartments has been reviewed!
LL. 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
LU 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.
s
2a. Homer S.Wade, P.E.
Professional Engineer Name ®�����•���®rrr
2b. Borum, Wade and Associates, P.A.
Engineering Firm t 4�sEAL •
i 2c. 621 Eugene Court, Suite 100 + 07?t
Mailing Address : a
2d. Greensboro 2e. NC 2f. 27401 rri ••'•. �•.�• ,��`� 4
City State Zip ��•
2g. [phone] 2h. [phone] 2i. hswade borum-wades
Telephone Facsimile E-mail Seal, ignature&Date
PTA l 2/07

r9�_ 'Alt. ,
� . Manners
1 Surveyors
1
``rum , W a d c and Associatcs, 11 A
December 20, 2011
ENGINEERING PROJECT NARRATIVE FOR INSTALLATION OF PUBLIC SEWER
Project: Linville Cove Apartments, 32 Units
Developer: Linville Cove Limited Partnership
Public Utility: The Town of Newland
County: Avery County
WWTP Facility: Town of Newland Wastewater Treatment Plant
Existing Conditions:
The Town of Newland has the line capacity and the allocation availability to accept the sewer
flows from this project. The anticipated flows from this project are not expected to cause any
capacity related sanitary sewer overflows or to overburden any downstream pump stations en
route to the receiving treatment plant under normal circumstances. There is an existing 8" public
sanitary sewer main in the adjacent Linville Street that will serve as the outfall for the project.
Proposed Project:
The project will include 212 L.F. of 8" public sanitary sewer line. The line will connect from the
existing public sanitary sewer line in Linville Street and will be extended the required distance to
service the proposed Linville Cove Apartments (32 units, 7,680 gal per day). No major street
repairs are anticipated in order to install the proposed line (a small pavement repair contingency is
included in the cost estimate); however, the line construction will require an NCDOT
Encroachment Permit. All construction will be in accordance with the Town of Newland, NC and
NCDENR Standards and Specifications. The Town of Newland, NC has confirmed that adequate
capacity is available at the Town of Newland Wastewater Treatment Plant to treat the wastewater
discharge from this project (see attached Letter).
Owner/Operator:
The Town of Newland Public Utilities Department has agreed to accept and maintain the sanitary
sewer line that will service Linville Cove Apartments (see attached Letter regarding this project).
Permits:
Prior to beginning construction of the proposed sewer line the appropriate NCDENR GravltyF :r
Sewer Permit and Grading Permit will be required along-with the applicable.NCDbI•:
Encroachment Permit.
DEC _2 1 2011 IWJ
5 ,
621 Fuoene Court, Suite 100, Greensboro, NC 27401-2711 PO [lox 21882, Gree�nsho'o, NC 27420-13321 +
Phone [phone] • Fix 330-27S-3719
~` VVI\TER GUr'.LI T Y c_ IOIV b
..,..=-"�.M..,,,......,.-.. 1Vcb;ile: »«<N.borum-+radc.cO01 . ILL[= F'_._ „_ FFICE
4- NC License #: C-086S �' "�

w 17
...+� .....# Engineers
a rl n e r s
Sa-rvcvors r 1
' DEC 2 1 2011
... .. .... } I .r.. I ........ .1
Borum, Wade and Associates , P . A .
December 20, 2011
North Carolina Department of Environment and Natural Resources
Division of Water Quality
Asheville Regional Office
2090 US Highway 70
Swannanoa, NC 28778
Phone: [phone]
Fax: [phone]
Regarding: Linville Cove Apartments
465 Linville Street
Newland, NC
(Sewer service by the Town of Newland, NC)
Dear Sir or Madam:
Please find attached the appropriate information for the non-discharge permit application for the
above referenced project. Included in this package are the following:
1. One original and one copy of the completed and properly executed Fast-Track
Application with project narrative.
2. One original and one copy of the Flow Tracking/Acceptance for Sewer
Extension Permit Application (FTSE-10/07).
3. One copy of the 8.5" x 11" color USGS Topographic Map.
4. One copy of the flow acceptance letter from the Town of Newland.
5. One copy of the operations and maintenance agreement from the Town of
Newland for utility service.
6. $480.00 application fee (check#1069—Western NC Housing Partnership, Inc.)
Please call if you have any questions.
Very Truly Yours,
Kenny Marlow, P.E.
Enclosures
621 L-uoene Court, Suite 100, Greensboro, NC 27401-2711 - PO Box 21882, Greensboro, NC 27+20-1882
zk
Phone [phone] - Fax [phone]
Website: c c c.borum- sade.rom
NC License #: C-OS68

OF W ATF9 State of North Carolina
Department of Environment and Natural Resources
CO Division of Water Quality
o Flow Tracking/Acceptance for Sewer Extension Permit Applications
(FTSE—10/07)
Project Applicant Name: 1 v W A/ a-F W&J I P,04
Project Name for which flow is being requested: ,`�,�,')�✓� �� A .
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: o Al 01�-
b. WWTP Facility Permit#: z&, ©l)Z
All flows are in MGD
c. WWTP facility's permitted flow (0 1 D
d. Estimated obligated flow not yet tributary to the WWTP 0 ,0 / S'
e. WWTP facility's actual avg. flow Z, 73
f. Total flow for this specific request C�
g. Total actual and obligated flows to the facility 3 3179
h. Percent of permitted flow used '5-�, g a
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
1 �
DE U G UJ 11 ,
f-..c -
III. Certificatio Statement: -
I, E;d. ";1 Mg s , 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 usin the best available data.This certification applies to those items
listed above in Sectio s I and, r which am the responsible party. Signature of this form indicates
acceptance of w tewat rI ow.
Signing Offict 1 ignature ate

1' C1 11 1• 1 11
q Mfiil
t �rtj�� ti
_ �► � � � J14 ,1
r 1 f
� 1
r
.. . • 1.
fj
1' C I Yl 1' 1 11
Name: NEWLAND • _t• 1 .' 1 1 1 1' 1 .
Date: 1 1Caption: • - Apartments
equalsScale: 1 inch 111 feet

I
TOWN OF NEWLAND
301 CRANBERRY STREET
• �� PO Box 429
0 NEWLAND,NORTH CAROLINA 28657 I
{
May 4,2011
Western North Carolina Housing Partnership
PO Box 841
Rutherfordton,NC 28139
Attention: Jeanne Price I
i
i
Re: Proposed Linville Cove
Newland,NC
Dear Ms.Price: i
This is to confirm that the Town of Newland has the capacity and is willing to serve the above-
referenced project with water and wastewater services.
i
We look forward to working with you on this project and if I can be of any help,please let me know.
Sincerely,
Ju�
Brenda Pittman
I
Town Administrator
i
DEC 2 1 2011ToNi
C!-:

OF
'OWN OFNEWLAND
301 CRANBERRY STRE Ill'
PO Box 429
NEWLAND,NORTH CAROLINA28657
May 27,2011
Mr.JaraesB.Edwards
Linville Cove Limited Partnership
PO Box 841
Rutherfordton,NC 28139
Re: Linville Cove Apartments
Linville Street—Newland,NC
Dear Mr. Edwards;
This letter will confirm the Town of Newland's previous verbal commitment to accept the interior water
and sewer fines on the Linville Cove site for operation and maintenance,should the project receive its
funding from the North Carolina Housing Finance Agency and the Community Development Block
.
Grant Housing Development Program.
Once the owner,Linville Cove Limited llartnersMp,has caused the water and sewer lines to be
constructed in accot&fice with the Town of Newland s specifications.,the owner will give the Town an
easement,in form and content satisfactory to the Town. rhe'rown of Newland agrees to accept and
maintain the interior water lines from the public right-of-way to the meter,and the wastewater lines
from the public right-of-way to the clean outs.
Please indicate your understanding and agreement by signing below and returning one signed copy to
Me.
Please.let us know if we can be of Rirther service,
Sincerely,
Brenda Pittman
Town Administrator
AGREED TO AND ACCEPTED this day of Jt v%-e- 2011.
Linville Cove Limited Partnership
By: Linville Cove GP,LLC i F
By; "24- IV,
'James B. Edwards,Manager
DEC 2 1 2011
VVATEF CUADTY ISE"--i ION

WESTERN NC HOUSING':PARTNERSHIP,
PH:828 395 1607' ss noa/2531 10'6 9
P-,O BOX'841"' �•�, ,�,
RUTHERFORDTON'NC 28139
^DATE,.\/,� LL3
3 PAY TO THE
ORDER OF s-
DOLLARS
° Stdte Erriployees' Credit Union`: ` '
Forest City North,Caroolli a
74•, �-
MEM1ilO �J6rlV'Cjej �
. . i0.69

Avery County High School Sewer line
Subject: Avery County High School Sewer line
From: "Keith Webb" <[e-mail]>
Date: Fri, 10 Aug 2007 16:54:29 -0400
To: "Roy Davis" <[e-mail]>
CC: "Norman Miller, Jr." <[e-mail]>, <[e-mail]>, "Vann Waters"
<[e-mail]>
Mr. Davis:
I wanted to let you know that the contractor has started work on the sewer line extension project at
Avery county High School, Permit#WQ0032042.
The owner did not issue a formal notice to proceed for the project.
If there are any questions please let me know.
M.Keith Webb,P.E.
McGill Associates,P.A.
55 Broad Street
Asheville,North Carolina 28801
office 828-252-0575 ext 168
Fax [phone]
No virus found in this outgoing message.
Checked by AVG Free Edition.
Version: 7.5.476/Virus Database: 269.11.11/944-Release Date: 8/9/2007 2:44 PM
I
1 of 1 8/20/2007 1:38 PM

9 - � VL� 0 t<XV
Michael F.tEasley,Governor
OG
7 EAPR 2008 William G.Ross Jr.,Secretary
r North Carolina Department of Environment and Natural Resources
'C Coleen H.Sullins,Director
WATER QUALITY SECTION Division of Water Quality
ASHEVILLE REGIONAL OFFICE
April 18, 2008
Mr. Angelo Accetturo
Wilderness Trail Development Corporation
140 Azalea Circle
Banner Elk, North Carolina 28604
Subject: Permit No. WQ0032850
Express Permit
Low Pressure Sewer System
Wilderness Trail Subdivision
Avery County
Dear Mr. Accetturo:
In accordance with your Express Permit application received March 13, 2008, and additional
information received by the Division, we are forwarding herewith Permit No. WQ0032850 dated
April 18, 2008, to the Wilderness Trail Development Corporation for the construction and
operation of the subject wastewater collection system.
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 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.
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 approved plans and specifications. Mail the
Certification to the Construction Grants &Loans Section, 1633 Mail Service Center, Raleigh,
North Carolina 27699-1633. (Engineer's Certification Form is attached.)
One set of approved plans and specifications is being forwarded to you.
Noce hCarolina
)atura!!y
North Carolina Division of Water Quality 1617 Mail Service Center Raleigh,NC 27699-1617 Phone[phone] Customer Service
Intemet: www.ncwateraualitv.org 512 N.Salisbury St. Raleigh,NC 27604 FAX [phone] 1-877-623-6748
An Equal Opportunity/Affirmative Action Employer-50%Recycled/10%Post Consumer Paper

Mr. Angelo Accetturo
April 18, 2008
Page 2
If you need additional information concerning this matter, please contact State Review Engineer
Adrian Eaton at(919) 715-3283 or Ken Pohlig, Ph.D., P.E.,Acting Supervisor at (919) 715-
6221.
Sincerely,
Coleen H. Sullins
ae/kp
cc: Avery County Health Department
Ken Pohlig, Ph.D., P.E.
Daniel M. Blaisdell, P.E.
Adrian Eaton
s ,ev2 e . e i, l e a Qualt4,y f�n Qtp a E w ,
Keith Webb, P.E.,McGill Associates, 55 Broad Street, Asheville, NU2 801
Permit Application File WQ0032850

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
WILDERNESS TIIAIL DEVELOPMENT CORPORATION
Avery County
FOR THE
construction and operation of a pressure sewer collection system consisting of approximately
9,423 linear feet of 2-inch pressure sewer pipe, approximately 2,706 linear feet of 3-inch
pressure sewer pipe, approximately 8,474 linear feet of 4-inch pressure sewer pipe, 153 simplex
pump stations with on-site audible and visual high water alarms (to serve 153 single family
residential homes @ 55,080 GPD), one duplex pump station with on-site audible and visual high
water alarms, auto dialer, standby emergency power generator(pool amenity @ 900 GPD), as a
part of Wilderness Trail Subdivision, and the discharge of 55 98d I' mf colalect wastewa e
into the Town of Newland WWTF(NC0021857)pursuant tot e application reeei ed on IVlarch
13, 2008, and subsequent additional information received by the Division, 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:
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 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
.0400. If an individual permit is not required, the following performance criteria shall be met
as provided in 15A NCAC 2T .0400:
(a) The sewer system shall be effectively maintained and operated at all times to prevent
discharge to land or surface waters, and to prevent any contravention of groundwater
standards or surface water standards.
(b) A map of the sewer system shall be developed and actively maintained.

Mr. Angelo Accetturo
April 18, 2008
Permit No. WQ0032850
Page 2
(c) An operation and maintenance plan including pump station inspection frequency,
preventative maintenance schedule, spare parts inventory and overflow response shall
be developed and implemented.
(d) Pump stations that are not connected to a telemetry system(i.e., remote alarm system)
shall be inspected by the permittee or its representative 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 sewers shall be inspected by the permittee or its representative at least
once every six-months and inspections are documented.
(f) A general observation by the permittee or its representative of the entire sewer system
shall be conducted at least once per year.
(g) Overflows and bypasses shall be reported to the appropriate Division regional office
in accordance with 15A NCAC 02B .0506(a), and public notice shall be provided as
required by G.S. 143-215.1C.
(h) A Grease Control Program shall be established as follows:
(i) For publicly owned collection systems, the Grease Control Program shall
include at least bi-annual distribution of educational materials for both
commercial and residential users and the legal means to require grease
interceptors for new construction and retrofit, if necessary, of grease
interceptors at existing establishments. The plan shall also include legal means
for inspections of the grease interceptors, enforcement for violators and the
legal means to control grease entering the system from other public and
private satellite sewer systems.
(ii) For privately owned collection systems, the Grease Control Program shall
include at least bi-annual distribution of grease education materials to users of
the collection system by the permittee or its representative.
(iii) Grease education materials shall be distributed more often than required in
Parts (i) and (ii) of this Subparagraph if necessary to prevent grease-related
sanitary sewer overflows.
(i) Right-of-ways and easements shall be maintained in the full easement width for
personnel and equipment accessibility.
(j) Documentation shall be kept for Subparagraphs (a) through (i) for a minimum of three
years with exception of the map, which shall be maintained for the life of the system.
4. The sewage and wastewater collected by this system shall be treated in the Town of Newland
WWTF(NC0021857)existing sewerage system prior to being discharged.
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.

Angelo Accetturo
ril 18, 2008
Permit No. WQ0032850
Page 3
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. A copy of the approved plans and specifications shall be maintained on file by the Permittee
for the life of the wastewater collection facilities.
8. 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 Construction Grants & Loans
Section, 1633 Mail Service Center, Raleigh, North Carolina 276994633. (Engineer's
Certification Form is attached.)
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 exempt the Permittee from complying with any and all
statutes, rules, regulations, or ordinances that may be imposed by other government agencies
(i.e., local, state, and federal) having jurisdiction, including but not limited to applicable river
buffer rules in 15A NCAC 2B .0200, soil erosion and sedimentation control requirements in
15A NCAC Chapter 4 and under the Division's General Permit NCGO10000, and any
requirements pertaining to wetlands under 15A NCAC 2B .0200 and 15A NCAC 2H .0500.
11. The Permittee shall provide for the pump station and force main the following items:
(a) Pump Station Reliability:
(i) Pump stations, except when exempted by Subparagraph 0)(2) of 15A NCAC
02T.0305, shall be designed with multiple pumps such that peak flow can be
pumped with the largest pump out of service.
(ii) A standby power source or pump is required at all pump stations except for
those pump stations subject to Subparagraph 0)(2) of 15A NCAC 02T.0305.
Controls shall be provided to automatically activate the standby source and
signal an alarm condition.
(iii) As an alternative to Part(ii) for pump stations with an average daily design
flow less than 15,000 gallons per day as calculated using 15A NCAC
02T.0114, a portable power source or pumping capability may be utilized. It
shall be demonstrated to the Division that the portable source is owned or
contracted by the permittee and is compatible with the station. If the portable
power source or pump is dedicated to multiple pump stations, an evaluation of
all the pump stations' storage capacities and the rotation schedule of the
portable power source or pump, including travel timeframes, shall be provided
in the case of a multiple station power outage.

Mr. Angelo Accetturo
April 18, 2008
Permit No. WQ0032850
Page 4
(iv) As an alternative to Part(ii)for pump or vacuum stations connecting a single
building to an alternative sewer system, wet well storage requirements shall be
documented to provide 24-hours worth of wastewater storage or, exceed the
greatest power outage over the last three years or the documented response
time to replace a failed pump, whichever is greater. Documentation shall be
required pursuant to the permit application.
(v) All pump stations designed for two pumps or more shall have a telemetry
system to provide remote notification of a problem condition to include power
failure and high water alarm.
(vi) High water audio and visual alarm.
(b) Pump stations shall have a permanent weatherproof sign stating the pump station
identifier, 24-hour emergency number and instructions to call in case of emergency.
Simplex pump or vacuum stations serving a single-family residence shall have a
placard or sticker placed inside the control panel with a 24-hour emergency contact
number.
(c) Screened vents for all wet wells.
(d) The public shall be restricted access to the site and equipment.
(e) Air relief valves shall be provided at all high points along force mains where the
vertical distance exceeds ten feet.
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 that may be
required by this Division, such as the construction of additional or replacement wastewater
collection facilities.
13. The facilities shall be constructed in accordance with the requirements of the North Carolina
Sedimentation Pollution Control Act.
14. If applicable, the Operational Agreement between the Permittee and the Environmental
Management Commission is incorporated herein by reference and is made a condition
of this Permit. Noncompliance with the terms of the Operational Agreement 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. A copy of the Articles of
Incorporation, Declarations, and Bylaws that have been properly filed shall be
submitted with the engineer's certification prior to operation.
15: Any abandoning of the existing facilities must be done in accordance with the requirements
of the Division of Water Quality's Asheville Regional Office.
16.Noncompliance Notification:
The Permittee shall verbally report 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:

Angelo Accetturo
pri118, 2008
Permit No. WQ0032850
Page 5
a. Any process unit failure, due to known or unknown reasons, that render the facility
incapable of adequate.wastewater transport such as mechanical or electrical failures of
pumps, line blockage or breakage, etc.
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 [phone]. 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 I(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.
17. The Permittee shall maintain on hand for immediate installation a supply of spare, fully
operational pump units of each type used in the pressure sewer system. The number of
pumps on hand shall not be less than 10 percent of the number of installed units or one unit,
whichever is greater.
18. Each pump station shall be clearly and conspicuously posted with the telephone number of
the owner/operator of the pressure sewer system and instructions to call the number in the
event of high water alarm activation.
19. No flow shall be made tributary from the subject sewer system permitted herein until
the receiving downstream gravity sewer (WQ0032513) has been constructed and the
engineer's certification has been received by the Division of Water Quality.
Permit issued this.the 18th Day of April 2008
NORTH CAROLINA ENVIRONMENTAL MANAGEMENT COMMISSION
h-,, -�-P /01.
Coleen H. Sullins, Director
r Division of Water Quality
By Authority of the Environmental Management Commission
Permit No. WQ0032850

r
o Accetturo
WQ0032850
Wilderness Trail Development Corporation
Issued April 18, 2008
ENGINEER'S CERTIFICATION
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 low pressure sewer collection system serving the Wilderness Trail
Subdivision, located in Avery County, hereby state that to the best of my abilities, due care and
diligence was used in the observation of the following construction:
a pressure sewer collection system consisting of approximately 9,423 linear feet of 2-inch
pressure sewer pipe, approximately 2,706 linear feet of 3-inch pressure sewer pipe,
approximately 8,474 linear feet of 4-inch pressure sewer pipe, 153 simplex pump stations with
on-site audible and visual high water alarms (to serve 153 single family residential homes @
55,080 GPD), one duplex pump station with on-site audible and visual high water alarms, auto
dialer, standby emergency power generator(pool amenity @ 900 GPD), as a part of Wilderness
Trail Subdivision, and in conformity with the project plans, specifications, and other supporting
data subsequently filed and approved by the Department of Environment and Natural Resources.
I certify that the construction of the above referenced project was observed to be built within
substantial compliance and intent of the approved plans and specifications.
Signature Registration No.
Date
Mail this Certification to: DENR/DWQ
Construction Grants &Loans Section
1633 Mail Service Center
Raleigh,North Carolina 27699-1633.
Note: If the wastewater collection permit was issued to a private entity under an
Operational Agreement with the Environmental Management Commission, then a
copy of the Articles of Incorporation, Declarations, and Bylaws that have been
properly filed with the applicable County's Register of Deeds shall be submitted
with this certification.

rF
TH CAROLTNA
VERY Permit No. Gld oo
DEVELOPER'S OPERATIONAL AGREEMENT
This AGREEMENT made pursuant to G.S. 143-215.1 (dl) and entered into this 5th day of March
2008, by and between the North Carolina Environmental Management Commission, an agency of the State
of. North Carolina, hereinafter known as the COMMISSION; and Wilderness Trail Development
Corporation, LLC, a corporation/general partnership registered/licensed to.do business in the State of North
Carolina,hereinafter known as the DEVELOPER.
WITNESSETH:
l. The DEVELOPER is the owner of the certain lands lying in Avery County, upon which it is erecting and
will erect dwelling units and other improvements,said development to be known
as Wilderness Trail Development(hereinafter the Development).
2. The DEVELOPER desires,to construct a wastewater collection system with pumps,wastewater treatment
works, and/or disposal facilities (hereinafter Disposal System)to provide sanitary sewage disposal to serve
the Development on said lands.
3. The DEVELOPER has applied to the COMMISSION for the issuance of a permit pursuant to G.S. 143-
215.1 to construct, maintain, and operate the Disposal System.
4. The DEVELOPER has created or shall create unit ownership in said dwellings units, other improvements
and lands through filing of a Declaration of Unit Ownership (hereinafter Declaration), pursuant to Chapter
47C or 47F of the North Carolina General Statutes.
5. The DEVELOPER has caused to be formed or will cause to be formed at the time of filing of the
Declaration, the Wilderness Trail Homeowners Association (hereinafter Association), a non-profit
corporation organized and existing under and by the virtue of the laws of the State of North Carolina, for
the purpose, among others, of handling the property, affairs and business of the Development; of
operating, maintaining, re-constructing and repairing the common elements of the lands and improvements
subject to unit ownership, including the Disposal System; and of collecting dues and assessments to
provide funds for such operation, maintenance, re-construction and repair.
6. The COMMISSION desires to assure that the Disposal System of the Development is properly
constructed, maintained and operated in accordance with law and permit provisions in order to protect the
quality of the waters of the State and the public interest therein.
NOW, THEREFORE, in consideration of the promises and the benefits to be derived by each of the parties
hereto,the COMMISSION and DEVELOPER do hereby mutually agree as follows:
1. The DEVELOPER shall construct the Disposal System in accordance with the permit and plans and
specifications hereafter issued and approved by the COMMISSION, and shall thereafter properly operate
and maintain such systems and facilities in accordance with applicable permit provisions and law.
2. The DEVELOPER shall not transfer ownership and/or control of the Disposal System to the Association
until construction has been completed in accordance with the permit and approved plans, and the staff of
the Division of Water Quality has inspected and approved of the facilities. In order to change the name of
the permit holder, the DEVELOPER must request that the permit be reissued to the Association. The
request must include a copy of the Association Bylaws and Declaration.
3. The DEVELOPER shall not transfer, convey, assign or otherwise relinquish or release its responsibility
for the operation and maintenance of its Disposal System until a permit has been reissued to the
DEVELOPER's successor.

4. The DEVELOPER shall provide in the Declaration and Association Bylaws that the Di
7an
appurtenances thereto are part of the common elements and shall thereafter be prope
operated in conformity with law and the provisions of the permit for construction, opre
maintenance of the system and facilities. The Declaration and Bylaws shall identify theavasttreatment, collection and disposal system as a common element which will receive the priori
expenditures by the Association except for Federal, State, and local taxes and insurance.
5. The DEVELOPER shall provide in the Declaration and Association Bylaws that the Disposal System will
be maintained out of the.common expenses. In order to assure that there shall be funds readily available to
repair, maintain or construct the Disposal System, beyond the routine operation and maintenance
expenses, the Declaration and Association Bylaws shall provide that a fund be created out of the common
expenses. Such fund shall be separate from the routine maintenance funds allocated for the facility and
shall be part of the yearly budget.
6. In the event the common expense allocation and separate fund are not adequate for the construction,
repair, and maintenance of the Disposal System, the Declaration and Association Bylaws shall provide for
special assessments to cover such necessary.costs. There shall be no limit on the amount of such
assessments, and the Declaration and Bylaws shall provide that such special assessments can be made as
necessary at any time.
7. If a wastewater collection system and wastewater treatment and/or disposal facility provided by any city,
town, village, county, water and sewer authorities, or other unit of government shall hereinafter become
available to serve the Development, the DEVELOPER shall take such action as is necessary to cause the
existing and future wastewater of the Development to be accepted and discharged into said governmental
system, and shall convey or transfer as much of the Disposal System and such necessary easements as the
governmental unit may require as condition of accepting the Development's wastewater.
8. Recognizing that it would be contrary to the public interest and to the public health, safety and welfare for
the Association to enter into voluntary dissolution without having made adequate provision for the
continued proper maintenance, repair and operation of its Disposal System, the DEVELOPER shall
provide in the Association Bylaws that the Association shall not enter into voluntary dissolution without
first having transferred its said system and facilities to some person, corporation or other entity acceptable
to and approved by the COMMISSION by the issuance of a permit.
9. The agreements set forth in numbered paragraphs 1, 2, 3, 4, 5, 6, 7, and 8 above shall-be conditions of any
permit issued by the COMMISSION to the DEVELOPER for the construction, maintenance, repair and
operation of the Disposal System.
10. A copy of this agreement shall be filed at the Register of Deeds in the County(ies) where the Declaration is
filed and in the offices of the Secretary of State of North Carolina with the Articles of Incorporation of the
Association.
IN WITNESS WHEREOF, this agreement was executed in duplicate originals by the duly authorized
representative of the parties hereto on the day and year written as indicated by each of the parties named below:
FOR THE ENVIRONMENTAL WILDERNESS TRAIL DEVELOPMENT
MANAGEMENT COMMISSION CORPORATION,LLC
Name of DEVELOPER
Coleen H. Sullins, Director (Sig ature)
Division of Water Quality
Norman Miller, Designated Agent
Print Name and Title
Z-aa - e� -
(Date) (Date)

ATF9 Michael F.F.Easley,Governor
'7pG � William G.Ross Jr.,Secretary
r �/ NorthL tn` epartment of Environment and Natural Resources
I Coleen H.Sullins,Director
APR — 4 2008 Division of Water Quality
A ril 1 08
QUALITY SECTION
WATER
Mr. Angelo Accetturo - ASHEVILLE AL OFFICE
Wilderness Trail Development Corp.
140 Azalea Circle
Banner Elk, NC 28604
Subject: Application No. WQ0032850
Express Review Sewer Extension
Additional Information Request
Wilderness Trail Development
Avery County
Dear Mr. Accetturo:
The Construction Grants and Loans Unit has conducted a preliminary review of the
subject express permit application package received by the Division on March 13, 2008.
Additional information has been requested as we continue the review. The information must be
submitted within 24hrs to avoid the additional fee of$1500.00.
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. Two copies of all revised and/or additional documentation should be signed, sealed,
dated, and submitted to my attention at the address below. 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
[phone], or email me at: [e-mail]. You may also check the future
status of this project online at: http://www.ncwaterquali!y.or /bg ims/, and follow the report links.
Thank you for your cooperation.
Sincerell
Adrian Eaton
ae/kp
cc: Mr Roy;Davis;Asheville Regional-0ffrce(N00021946)
Keith Webb, P.E., McGill Associates, 55 Broad Street, Asheville, NC 28801
Ken Pohlig, Ph.D., P.E.
Permit file WQ0032850
Construction Grants and Loans Section One
1633 Mail Service Center Raleigh NC 27699-1633 NorthCaTolina
Phone:[phone]/FAX:[phone]/Internet:www.nccgl.net
An Equal 0wortunitv/Affirmative Action Emplover—50%Recvcled/10%Post Consumer Paoer Natunallff

Mr. Angelo Accdtturo
Express Review
Wilderness Trail Development
April 1, 2008
General
1. With regards to the submitted plans, the proposed low pressure sewer system is shown
tying into an existing MH. Provide clarification. If not an existing MH, then provide the
necessary proposed receiving sewer plans.
2. With regards to the submitted plans, the pool amenity is shown on the plans. Provide
clarification for the sewer hook-up for this amenity.
3. With regards to the submitted application, ASERP 07/07, provide clarification and/or
revision to the following.:
a. Provide a corrected application eliminating all hand entries.
b. Provide a revised summary of pressure sewer to be permitted by zone (Part IV (7)).
c. Provide a corrected project description (Part 111(1)).
d. Provide a corrected design element(Part IV (6)). Note that the submitted entry for
the vent screen also references page 10 in the technical specifications. Provide
clarification.
4. With regards to the submitted developer's agreement, it must be signed. The developer's
name on the agreement must provide the correct name of the developer. Provide
clarification.
5. With regards to the submitted agreement between the Town and the LLC, page 3, (3), (a)
references that the sewer will be built in accordance with the proposed sewer collection
system layout illustrated in Figure 2, attached to this agreement. Provide clarification that
the layout referenced is what the project is proposing.
a. Provide clarification to the following parts of this agreement:
b. Parts (b)—(i).
6. With regards to the submitted flow tracking form, FTSE:
a. . .217.MGD-is entered as the requested flow for this project. Provide-clarification.
b. The two pump stations listed (PS #1 and PS#2) will transport this project flow.
Provide the current actual flow values and list them in the form.
Calculations:
1. Provide the hydraulic modeling for the following areas:
a. Node A4 to A2
b. Node A3 to A2
c. Node A2 to A 1
d. Node A5 to A 1
e. Node A 1 to A
2. The hydraulic modeling preliminary page references A3 in the data table. Provide
clarification.
3. The layout sheet does not include nodes A and A2-A5. Provide an updated layout sheet.

With regards to the downstream sewer analysis:
a. Provide a revised analysis using the projects proposed flow.
b. The ADF to the WWTF is listed as .165 MGD. The flow tracking form, FTSE,
shows .125 MGD. Provide clarification.
c. The receiving PS is referenced as the Ingles PS. Provide clarification.
d. The Ingles PS will pump to a second PS, and this PS will pump to the headworks of
the WWTF. Provide a hydraulic analysis for this second PS.
Plans:
1. With regards to all plan sheets, it is recommended to provide all match lines. See sheet
C-19 as an example.
2. With regards to all plan sheets, it is recommended to show all start and end termination
points for the profile views. See sheet plan C-22 as an example.
3. With regards to the plan sheets, show the detail for sewer crossing water and storm pipe.
- 4. With regards to the plan sheets, show the detail for the LPSS tying into the existing
receiving ME
5. With regards to the plan sheets,provide a detail for the air/vacuum relief valves.
6. With regards to plan sheet C-12, a pipe profile is provided from node C4 to node C1.
The lowest elevation in the profile is around 4230 feet. On a subsequent plan sheet, the
pipe profile from node C4 to node C is shown. The tie-in elevation is 4208 feet. Provide
clarification.
Specifications:
1. With regards to the submitted specifications, Section 02663, page 7, (h), the minimum
separation for a sewer crossing storm pipe is noted as 12 inches. The minimum
separation is 24 inches. Provide clarification.
2. With regards to the submitted specifications, Section 02663, 3.02, page 10, quality
control, add in the leakage testing to be preformed. Use the following formula: L=
S*D* (sgRt of P)/'133,200. L is in Gallons/hr, S is the length of pipe in ft,.D is the pipe
diameter in inches, P is psi.
3. With regards to the submitted specifications, Section 11307,page 7, (J), the reliability is
described. The reliability for the simplex pump stations is as follows: Compare the
power outage storage (based on three years of power outage data and using the max hours
outage), the response time storage(the amount of time to respond and repair in hours),
and the minimum state requirement of 120 gallons. Use the greatest of the three storages.
If this method is not used, provide 24hrs of storage above pump on.
4. With regards to the submitted specifications, Section 11307, page 8, (B), (1), add the
leakage testing for the LPSS pipe to be performed. Use the force-main MDC criteria.
5. With regards to the submitted specifications, Section 02663,page 6, (1), add that locator
tape be placed above the sewer pipe, warning that there is sewer pipe below.

PROCEDURE 4 REQUEST FORM
DIVISION OF WATER QUALITY
PERCS UNIT
TO FROM ❑ Mike Mickey- Winston-Salem Regional Office Date: 02/21/2008
❑ Dee Browder- Mooresville Regional Office
❑ Hughie White-Fayetteville Regional Office
❑ Wayne Bryant-Washington Regional Office
❑ Barry Herzberg-Raleigh Regional Office
❑ Charlie Stehman-Wilmington Regional Office
® Roy Davis-Asheville Regional Office
&ROM Adrian Eaton
919-715-3283
919-715-6229 (FAX)
[e-mail]
Application Number: WQ00(new) County: Avery
Applicant: Town of Newland
Project Name: Wilderness Trail
Project Type: Fast-Track❑ Pressure Sewer ® Name Change ❑ Change of Ownership ❑
Pump Station/Force Main ❑ Vacuum Sewer ❑
Gravity Sewer ❑ Express Permit
Flow Type: DOM ® COM ❑ IND ❑
Receiving Facility: Town of Newland WWTF Receiving Facility Permit: NCO021857
Flow Volume (GPD): 35,640 Engineer: Keith Webb
SOC Project? ❑ YES ® NO
SEPA Project ❑ YES ® NO FONSI Issued? ❑ YES ® NO
Pretreatment Program? ❑ YES ® NO Other Issues:
..................................................................
WWTP Approval: RYES ❑ NO
Disp. Method(Spray,Drip,etc.)Approval: )<YES ❑ NO ❑N/A
Comments:
Regional Office Signature: Date: 00
PLEASE RESPOND WITHIN FIVE DAYS OF RECEIPT

�2Q

.— F LEUPT
F VJA7- Michael F. Easley, Governor
William G. Ross Jr., Secretary
\0 � A:G
North Carolina Department of Environment and Natural Resources
DW a� �i
[ Coleen H. Sullins, Director
O " Division of Water Quality
Asheville Regional Office
December 6, 2007
Ms. Valerie Jaynes, Mayor
Town of Newland
301 Cranberry Street
Newland, North Carolina 28657
Subject: Permit No. WQ0032511
Town of Newland
Rivers Edge Development
Wastewater Collection System Extension
Avery-County
Dear Ms. Jaynes:
In accordance with your application received on November 27, 2007 we are forwarding
herewith Permit No. WQ0032511, dated December 6, 2007, to the Town of Newland 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 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 Internet www.ncwaterquality.org
2090 US Highway 70,Swannanoa, NC 28778 Telephone [phone] Fax [phone] One
Noi-thCarolina
DENR Customer Service Center Telephone [phone] Natumlly
An Equal Opportunity Action Employer 50%recycled/10%post-consumer paper

Avery County School System December 6, 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 Newland for the construction and operation of approximately 1,352 linear feet of
8-inch diameter gravity sewer, an 87.5 gpm duplex sewage pumping station with audible and visual
highwater alarms, a permanently installed emergency power generator with Automatic Transfer Switch
and telemetry, and 540 linear feet of 4-inch diameter force main to serve the Rivers Edge Development
and the discharge of 36,015 gallons per day of collected domestic wastewater into the Town of
Newland's existing sewerage system, pursuant to the application received on November 27, 2007 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 Town of Newland's
Wastewater Treatment Facility (Permit No. NC0021857) 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 M. Davis at (828)
296-4500.
Sincerely,
for Coleen H. Sullins, Director
Division of Water Quality
cc: y C t Building Ins ector
- e e a ft�i=n =MAIF Mrreaif
Keith Webb, PE
Surface Water Protection Section Central Files
PERCS Files

T
NORTH CAROLINA
ENVIRONMENTAL MANAGEMENT COMMISSION
DEPARTMENT OF ENVIRONMENT AND NATURAL RESOURCES
TOWN OF NEWLAND
RIVERS EDGE DEVELOPMENT
AVERY COUNTY
WASTEWATER COLLECTION SYSTEM EXTENSION PERMIT WQ0032511
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 .0506(a), and public notice shall be provided as required by
North Carolina General Statute §143-215.1 C.
1

Permit No WQ0032511 Town of Newland Rivers Edge Developi-nent Avery County December 6. 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; 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
2

rPermito WQ003251 1 Town of Newland Rivers Edge Development Aver County. December 6 2007
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 61h day of December, 2007
NORTH CAROLINA ENVIRONMENTAL MANAGEMENT COMMISSION
for C een H. Sullins, Director
Division of Water Quality
By Authority of the Environmental Management Commission
Permit Number WQ0032511

Permit No V\/0003251 1 Town of Newland Rivers Edge Development Avery County. December 6. 2007
ENGINEERING CERTIFICATION — POST CONSTRUCTION
System Description: approximately 1,352 linear feet of 8-inch diameter gravity sewer, an 87.5 gpm
duplex sewage pumping station with audible and visual highwater alarms, a permanently installed
emergency power generator with Automatic Transfer Switch and telemetry, and 540 linear feet of 4-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.
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 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. EDWARD
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.

Ma
sj at ilt
.CATIO1�I,for GRA LIM", ATIONS,AND F
9 -
FR `State of North Carolina
ON-,M_ VON'.
QGFR apartment of Environment and Natural Resources
r FNOV'
2��� Division of Water Quality
o -c FAST-TRACK APPLICATION
wATERhwGR'AMY SEWERS, PUMP STATIONS,AND FORCE MAINS
ASHEVILLE REGIONAL OFFICE (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 B(12).
® 11. 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

CATION for GRAVITY SEWERS,PUMP STATIONS,AND FORCE MAINS PAGE 2
nmental Assessments— If this project is subject to an Environmental Assessment (EA) [15A NCAC
], this application can not be used. Send the project application on Form PSFMGSA 10/46,the P.ERGS
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 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:httpJ/h2o.enr.state.nc.us/peres/
FTA 02/03 -Rev. 3 04/05

CATION 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, :
1. Owner.
-------____ _-- - ----._---------------- —--------__.------___. ----- —---------------------- —__ ____-.._-__--------_ __-
1 a.-Town of Newland
Full Legal Name(company, municipality, HOA, utility,etc.)
Z ............._.........................._..__......_......._............__.................._......_........................._..............._...................__............................................................................_......_........................__...........................................................................................................---............................................................_......_._.............
1 b. Ms.Valerie Jaynes-Mayor
Signing Official Name and Title(Please review 15A NCAC 2H .0206(b)for authorized signing officials!)
H .__........_..............__......_._._._.............................._............._..._..................................................................................................................._............................................__............................................................................................_............._................:........................_......
1 c. The legal entity who will own this system is:
❑ Individual❑ Federal® Municipality❑ State/County❑ Private Partnership❑ Corporation❑ Other(specify)�___________a
0 1 d. 301 Cranberry Street 1 e. Newland
L Mailing Address City
Z ..................................................._......................._................_........................................................................................_..........................._......_..........................................................................................................................................................................................................._.............._.._.._........__....-......_...._..........................
1f. North Carolina 1g. 28657
Z State Zip Code
O ----- ................................._......_..._.............................................................. ...................................................................._...
H 1 h. [phone] 11 i. [phone] 1j. [e-mail]
Telephone Facsimile E-mail
Q ... ..................................................................................................................................._.................................................................................................................................................................................._....................................................................................
..........
V 2. Project(Facility) Information:
_ ..................................................................................................
--� 2a.- Rivers Edge Development Sewer System 2b. Avery
(L Brief Project Name(permit will refer to this name) County Where Project is Located
IL
Q 3. Contact Person:
Q `3a. Keith Webb-McGill Associates P.A........................... _ ._........_....._................_.........................._....._. _.......
Name and Affiliation of Someone Who Can Answer Questions About this Application
... ......... ... .... ........ .. ... ...................---....................1
3b. 828-252-0575 3c. [e-mail]
Phone Number E-mail
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 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 111)
ZI El 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.' Town of Newland
Owner of Wastewater Treatment Facility(WWTF)Treating Wastewater From This Project .
4a. Newland 4b. NCO021857
0 Name of WWTF WWTF Permit No.
LL 5a. Newland 15b. 8" IN Gravity 5c. WQCS00218
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
LL1 ®Apartments/Condominiums El Institution 100 % Domestic/Commercial
d ❑ Mobile Home Park El Hospital
❑ School ❑ Church °-o LOdustrial�_-
❑ Restaurant ❑ Nursing Home
❑ Office El Other(specify): �o Othe�n(sci
.._.......__...._................................._.__...._......._.._.__.....-----
r� � - --
7. Volume of wastewater to be allocated for this particular project: g tl bns per day
*Do not include previously permitted allocations NOV 2 7 2007
8. If the permitted flow is zero, indicate why: —
�o �� T' QUALITY SECTION
❑ Interceptor Line-Flow will be permitted in subsequent permits that connect to�}� �}
S E LE REGIONAL OFFICE
❑ Flow has already been allocated in Permit No. ---
❑ Rehabilitation or replacement of existing sewer with no new flow expected
a'4',
FTA 02/03 -Rev. 3 04/05

LICATION 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(1)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 2H..0219(I)(3).
j
i
10. Summary of Sewer Lines to be Permitted,(attach additional sheets if necessary)
Size(inches) I Length (feet) ( Gravity or Force Main
(use the pull down menu)
6 r____.__., 1352 GRAVITY__.___
j................................................................................................................................................................................................................................................................................................:..................................................................:.........................................,.....................................................................
..................................................
4" 540 FORCE MAIN
....................................................................................,........... ........_......_...................................................................................................._........................................_........_............................................................................................_.................................
LU
i t
Z ENTER TOTAL LINE LENGTH IN MILES .26
0 ___..._____..._._.__-.._.____,..._.__..__.___..__,.,._.,..._.. _.__..-..,._ ._. i._.._. _.-_...___.................................._..._........_..._........__......_.....____._...._.._.........._._...._.,._.._....__.____.__....___-.___-._._._._.
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 (1-dual line feed;2-permanent generator MATS; 3-
Q plans for cross-reference) (MGD) GPMµ@ TDH � portable generator w/telemetry, 4-wet well storage)
.036 87.5 46.0 I PERMANENT
i
LL 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?
W ®Yes ❑ No If no, please reference the pertinent minimum design criteria or regulation and indicate why a
G. 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
14. Does this project involve aerial lines or siphons? Check if yes: ❑ �
Th.ese..lines..w.ill...be...conside.red-hioh..orioritv..and..must..be...chec.ked..once-eve.ry six..months ............. ..... ........................... ........ ....... ...._................
115. Does this project have gravity sewer lines designed at minimum slopes? ❑
j 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

CATION for GRAVITY SEWERS,PUMP STATIONS,AND FORCE MAINS PAGE 5
se the-f0ivision'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:
0 _...._........_....._....._......................_..................__....__....__........_.._........__....._............-----..__................_....__................................._....._....__.... — --.... - -- --- ..__.... - --- ..__..__...._.. -----..__...._....._......_.................._....
❑ A Stream Classification is not needed because all parts of the project are at least 100 feet away from any down slope
QwaterbodY�AND,
......... _ _ _ _ __ _ _
U 'j ❑ A Stream Classification is not needed because the design does not depend on wet well storage as a power reliability
LL
option for any pump station near a Class C down slope waterbody.
...........
.................._........._............................................._........................................._.........................._......_.....,............................................................_............._._......._...r_._.-._..------ .... - ... -..._............_.—._.._.... ---
� �.
Location ID on Map
Q (self chosen-as shown on Name of Waterbody Stream Waterbody
map for cross-reference) i — Waterbody County River Basin Index Classification
---- ---- ... -- -....._....._.__..._.a
U Kg ru&_,I C �v�,r-� 'F�e..�l�►.._&� -1 �-Z -Z- .s'W.._T P....... ..._.._ .. .._ ...-. ..__ --- - ._....- ---. _
Iw f -- -- ...................__..__. _. ..---- --
a_.............__...._..----...._.._......_....__ t_..
I _
___.._..........._......._.................. __..___._.__... ....._.-.----____.. ..__ _..__.
''^^ k ...... ...
E
.. ,_...._.......__._..............._................_...---._.......---...._'..........----..._......__.___........_._. — ............ ..................._...._ .............................................................................. ........._......_........._...._........_......__....---
U _.... —..._ 4
E !
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, Valerie Jaynes, attest that this application for the Town of Newland Sewer Extension as 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 viol Lion.
_...................._..........._ ..........
­
:1 a. l/ l��/..... .
Signing Official Signature Date
................._......_.........._....._..........................._............_......... ..................._/on:
_........................._......_................................... ......................................................................._........................................................................................................................._..........._............_..................
'2. Professional Engineers Certific
VY 3
I attest that this application for Rivers Edge Development 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
V 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
LL 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
W 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 M. Keith Webb wopa9¢eaacy
Professional Engineer Name - - �•�`'° �` °
.. .._ ... ...... ... __. _ ._ .. ...-.... _. _. . . - . ......_.._.._..... - --....._.........---_---_...._ _.__...._
2b. McGill Associates
Engineering Firm
2c. 55 Broad Street
t
Mailing Address
°
........ .... ........ ............... ...... ............... _ : ................. _..:. .................._...........................................
, c
2d Asheville 2e. NC i2f. 28801 .•�.°°°°f�. v
City State Zip °e �.lr:= " °
_..........--....... ....... . ....._......_....._......._........-................._.._.........._...._...._............_........__......._........._...._................_. rfl;' �° °
.. ._. ._._. .... .. .. ... k..._ ....... ............._. i
2g. 828-252-0575 12h. 2i. [e-mail]
3® _0
Telephone Facsimile E-mail Seal,Signature&Date
FTA 02/03 -Rev.3 04105

am Description Curr, Class Date Basin Stream Index#
ee Creek From source to North WS-V;Tr 08/01/02 French 7-2-17
Toe River Broad
Trim Branch From source to WS-V;Tr 08/01/02 French 7-2-17-1
Plumtree Creek Broad
Little Plumtree From source to WS-V;Tr 08/01/02 French 7-2-17-2
Creek Plumtree Creek Broad
Pine Branch From source to WS-V O8/01/02 French 7-2-17-3
Plumtree Creek Broad
Fall Branch From source to WS-V 08/01/02 French 7-2-17-4
Plumtree Creek Broad
Isaac Branch From source to WS-V 08/01/02 French 7-2-17-5
(Robson Branch) Plumtree Creek Broad
Pancake Branch From source to North WS-V;Tr 08/01/02 French 7-2-18
Toe River Broad
Doublehead Creek From source to North WS-V;Tr 08/01/02 French 7-2-19
Toe River Broad
Kentucky Creek From source to North WS-V;Tr 08/01/02 French 7-2-2
Toe River Broad
Loggy Creek From source to WS-V 08/01/02 French 7-2-2-1
Kentucky Creek Broad
Handpole Branch From source to WS-V 08/01/02 French 7-2-2-2
Kentucky Creek Broad
Henson Creek From source to North WS-V;Tr 08/01/02 French 7-2-20
Toe River Broad
Little Henson From source to Henson WS-V;Tr 08/01/02 French 7-2-20-1
Creek Creek Broad
Justice Creek From source to North WS-V;Tr 08/01/02 French 7-2-21
Toe River Broad
Pyatt Creek From source to a point C;Tr 08/01/98 French 7-2-22-(1)
0.5 mile upstream of Broad
mouth
Pyatt Creek From a point 0.5 mile WS-IV;Tr 08/01/98 French 7-2-22-(2)
upstream of mouth to Broad
North Toe River
Clear Creek From source to a point C;Tr 08/01/98 French 7-2-23-(1)
1.0 mile upstream of Broad
mouth
Clear Creek From a point 1.0 mile WS-IV;Tr 08/01/98 French 7-2-23-(2)
upstream of mouth to Broad
North Toe River
Jones Creek From source to North WS-IV;Tr 11/01/95 French 7-2-24
Toe River Broad
Threemile Creek From source to a point C;Tr 08/01/98 French 7-2-25-(0.4)
0.8 mile upstream of Broad
mouth of Fork Creek
Threemile Creek From a point 0.8 mile WS-IV;Tr 08/01/98 French 7-2-25-(0.7)
upstream of mouth of Broad
Fork Creek to North
Toe River
Fork Creek From source to a point C;Tr 08/01/98 French 7-2-25-1-(1)
0.8 mile upstream of Broad
mouth
Page 5 of 9 .

NEWLAND QUADRANGLE
NORTH CAROLINA-AVERY CO.
- - `4, __, .• O jr \\ •r, V !j J t 7.5 MINUTE SERIES(TOPOGRAPHIC)215 SW
lh
IV
y PROJECT
LOCATION
,. y
ont
1-71

PUMP STATION DESIGN
Cottages at Rivers Edge
Projected Average Daily Demand 36000
Flow Calculation Number Units Unit Flow total
3 Bedroom condo 49 360 17,640
Students from High School 1225 15 18,375
36,015
Peak Factor
Peak Hour Factor 3.3
Average Hourly Flow 1501
Peak hourly Flow (gph) 4952
Peak flow (gpm) 83

McGiff r E C E WE
A S S O C .I A T E S f
3: NOV 2 7 2007
July 23, 2007 WATER QUALITY SECTION
ASHEVILLE REGIONAL OFFICE
Mr. Roger Edwards
Asheville Regional Office
Division of Water Quality
North Carolina Department of Environment
And Natural Resources
59 Woodfm Place
Asheville, North Carolina 28752
Re: The Cottages at Rivers Edge
Sewer Improvements
Avery County, North Carolina
Dear Mr. Edwards:
Please find enclosed one original and one copy of a completed Fast Track
application'form for the above referenced project and a check for the application fee in
the amount of $480. Also enclosed is an 8 1/2" x 11" topographic map with the project
location shown.
If you have any questions on the project or require additional information,
please contact Keith Webb or myself at any time.
Sincerely,
McGILL ASSOCIAT , P.A.
MICHAEL CLARK
Senior Engineering Technician
Enclosures
cc: Keith Webb
Norman Miller
P:/05729/letters/re 11-27-07
'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]

FAST-TRACK APPLICATION REVIEW PROCEDURES
Project Name: �� Review Date: I Z�
Project Number: Reviewer: I�
,ill 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 Rev 3,currently) unless
othealvise directed by the PERCS. Any pump station/farce main projects that require an
Environmental Assessment(EA)4are excluded from the Fast-Track review process, and should be
submitted 6orJu�li review to.th&-&ntral Office (PERCS) on FORM: PSFMGSA 10199. Additionally,
any projects.ihvolving a flow reduction request must receive approval for the flow reduction from
the central office.
PRE-REVIEW
Does 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,
any information that is found to be incorrect and/or lacking must be requested via an Additional
Inf ation Request in accordance with 15A NCAC 2H .0208(e).
Ensure that a check for$A-8t's submitted and made out to NCDENR. All new projects and rnajer
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
�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
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.htmI#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 through all the tabs and ensure the information is correct for the current project.
Applicant a public entity (e.g. county, town, sanitary district)?
licant 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 Conve 'ence and Necessity? 2H'.0205(d)(2)
e Required if the applicant i a public utility. In lieu of a Certificate of Public
Convenience and Necessit they may submit written approval from the
North Carolina Utilities Com . ission's Public Staff that states that the utility is
allowed to provide utility servi in the subject project area. Note that the
project name on the application nd on the CPCN must match. Contact the
NCUC Public Staff if questions a ise. This is NOT REQUIRED for a
municipality or county! Examples f companies that would provide a CPCN
are Heater Utilities or Carolina Wat Service, etc.
******OR*******
Operat gpal,Agreement? 2H.0205(d)(2
"` ♦ Operational Agreements are only require if the applicant is not a public
entity (i.e. Town, County, etc.) or public uti as designated by the North
Carolina Utilities Commission AND the lots ing served by the collection
system are to be sold to individual owners.
+ If the applicant is a developer, they must fill ut the DEVELOPER
Operational Agreement(FORM: DEV 02/03). A developer may be
responsible for the system for an interim perio until the homeowners
association is formed, at which time a Permit ame/Ownership Change
request(FORM: PNOCF 06/00) will be neede to transfer the permit to
the HOA.
♦ If the applicant is a homeowners' associati n (HOA), they must fill out
the ASSOCIATION Operational Agreeme t(FORM: HOA 02/03 The
HOA must be registered with the Secret ry of State's office and must
provide a copy of the Associations' Byl s and Articles of Incorporation.
These documents should be reviewe to ensure that all applicable
language regarding the collection sy tern is included as is required by
the Operational Agreement.
♦ The Operational Agreement should a attached to the permit and
incorporated into the language of t permit. Please note that Operational
Agreement language should not b altered without approval from the
Attorney General's Office. Oper tonal Agreements are available at
hftp://h2o.enr.state.nc.us/PER /from the collection system applications
page.
oval 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
treat ent and disposal permit.
low 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.
Wastewater Indus domestic i�na re?
4 Most projects wil be for west er that is domestic in nature, however, if item B.6 indicates
that the wastewat ustrial 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.
__F�Owvolume calculated correctly? 2H.0219(1)
4 hsure that the daily;;40sign 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.
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.
+ 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
1/ 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)?
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 De
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 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. 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...
SECT! C�7Watershed Classification
olo.r 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!
SECT ! D—Applicant Certifications
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.
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.
L� 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 (919) 88.1-2293.
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)

g a Project
♦ If the Reviewer/Supervisor determines that an application package should be denied because it can
not meet (SIC 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 daze.
♦ 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"thief, 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 1MNTF 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 WQOOXXYXX.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 des
criteria or outside of the permit. For instance, minimum cover; 'slope; minimum separation distance
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.
d Regardless of review, certifications need to be processed as this closes out the permit. Follow the
processing engineering certifications guidance document.
z'
6
FAST-TRACK Application Review Procedures 2003(Rev 2/06)

r' r -
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WGILL ASSOCIATES, P.A. 56850
N.C. DENR Check Number: 56850
Date: 11/21/2007 Check'='Ain'td
Tran # Invoice Type Date Reference Balance Diec'tiufi`t` '''^"` _Pay„mount
53442 112107 Invoice 11/21/07 $480.00 $0.00 � .$ �0.00
i : J
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56850
WGILL ASSOCIATES P.A. " MR` 56850
,' GRANCH CANNING AND QUO COMPANY
P:Q.0OX 2259, NORTH CAROLINA
ASHEVILLE,NC 28802
PH:[phone] 66-112-531
1
Exactly ~Four 'hundred eighty and no ./ 100 Dollars
DATE AMOUNT
11/21/2007 $480.00
-
TO C,' DENR . COUNT
ORDER
OPERATING AC L
;. oF 1633".Mali Service ,.Center '
R�le�gh NC 27699 1633
THORIZEtrSIG
112000 568 50110 11e0 5 3 LO L L 2 Do000 5 2 L 50 5 9 5 20112

d

MILE COPY
OF V�ATFg Michael F. Easley, Governor
William G. Ross Jr.,Secretary
`01- G North Carolina Department of Environment and Natural Resources .
�£1
>_ UG r—y Coleen H.Sullins, Director
Division of Water Quality
y Asheville Regional Office
December 6, 2007
Ms. Valerie Jaynes, Mayor
Town of Newland
301 Cranberry Street
Newland, North Carolina 28657
Subject: Permit No. WQ0032513
Town of Newland
Wilderness Trail Development
Wastewater Collection System Extension
Avery County
Dear Ms. Jaynes:
In accordance with your application received on November 9, 2007 we are forwarding herewith
Permit No. W00032513, dated December 6, 2007, to the Town of Newland 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 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 Internet www.ncwaterquality.org
2090 US Highway 70,Swannanoa, NC 28778 Telephone [phone] Fax [phone] One
NorthCarolina
DENR Customer Service Center Telephone [phone] Natimally
An Equal Opportunity Action Employer 50%recycled/10%post-consumer paper

Avery County School System December 6, 2007
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 Newland for the construction and-operation of approximately 7,300 linear feet of
8-inch diameter gravity sewer to serve the Wilderness Trail Development and the discharge of 216,800
gallons per day of collected domestic wastewater into the Town of Newland's existing sewerage
system, pursuant to the application received on November 9, 2007 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 Town of Newland's
Wastewater Treatment Facility (Permit No. NC0021857) 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 M. Davis at (828)
296-4500.
Sincerely,
for Coleen H. Sullins, Director
Division of Water Quality
cc: Avery County Building,Inspector
Keith Webb, PE
Surface Water Protection Section Central Files
PERCS Files

1P
NORTH CAROLINA
ENVIRONMENTAL MANAGEMENT COMMISSION
DEPARTMENT OF ENVIRONMENT AND NATURAL RESOURCES
TOWN OF NEWLAND
WILDERNESS TRAIL DEVELOPMENT
AVERY COUNTY
WASTEWATER COLLECTION SYSTEM EXTENSION PERMIT WQ0032513
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 .0506(a), and public notice shall be provided as required by
North Carolina General Statute §143-215.1 C.
1

Permit No. W 0032513 Town of Newland Wilderness Trail Development, Avery County, 7December200-
,1
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 Engineers 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
2

No. W 0032513 Town of Newland Wilderness Trail Development Avery County December 6 2007
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 61h day of December, 2007
NORTH CAROLINA ENVIRONMENTAL MANAGEMENT COMMISSION
rL G�GU'Lt. c.
for tojeen H. Sullins, Director
Division of Water Quality
By Authority of the Environmental Management Commission
Permit Number WQ0032513
3

Permit No. W 0032513 Town of Newland Wilderness Trail Develooment Avery Countv, 7DecemberR20O7
ENGINEERING CERTIFICATION - POST CONSTRUCTION
System Description:
7,300 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
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; 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.

FAS =��c 1K APPLICATION for GRAVITY SEWERS,PLTIVIP STATIONS,ANII)FORCE s ' :- ': `�
F WAIF - L �'L-- ,1'! 3 �� State of North Carolina
�� RQ De artme'n of Envi
p ronment and Natural Resources
Nov - 9 2007 ' � ``i i Division of Water Quality
FAST-TRACK APPLICATION
{ ;' or ` LSD VV R_',rPU�41` STATIONS,AND FORCE MAINS
— ---- (Pressure sewers-systems are not to be included as part of this application package)
INSTRUCTIONS: Indicate that you h6vemInclu_ded/addressed. the following fist;aaf 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 $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 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

AS�1`ixAZ`1K APPLICATION for GRAVITY SEWERS,PUMP STATIONS,AND FORCE MAINS PAGE 2
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 10/09 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 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:http://h2o.enr.state.nc.us/peres/
FTA 02/03 -Rev. 3 04/05

SST-TRACK APPLICATION for GRAVITY SEWERS,PUMP STATIONS,AND FORCE NIAINS PAGE 3
i
Application Number
USE THE TAB KEY TO MOVE FROM FIELD TO FIELD!
(to be completed by DWQ �-
1. Owner: _
la. Town of Newland
Full Legal Name(company, municipality, HOA, utility, etc.)
Z ._........-......._..............._....._.._..................................._....._........._._............._......................._...._....._..........._......-...................._._......_............................................_............._..............................................._....._......._........................................._............_........................._..............................._..._................................
0 1 b. Ms.Valerie Jaynes-Mayor
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):
® 1 d. 301 Cranberry Street le. Newland
LL Mailing Address City
Z :........................................................................................................._............................................................_......_......................................................................................................_................................_............................................_............................_...................._....................................................._............
......_.....
1f. North Carolina 1g. 28657
Z State Zip Code
....._....._..._......................_..........................................._........_..........._....._...........,......_..._...__......_............_..........._......_.........._..._......._................... ......... .. ..... .. .... ... ... ..................................................................................................._................................................................................................
.
1h. [phone] 11.- [phone] 1j. [e-mail]
Telephone Facsimile E-mail
a ... . ..................... . . ...--............._.._......_ . ... _ ...... ._.. . _.........._.........................._....._.. ......... . _....... .... . ...
V 2. Project(Facility) Information:
................_....................................................................._....................................................._............................_................._...._..................................................._..................................,............_......._................._.........._................_......................._........_.........
_I 2a. Wilderness Trail Development Sewer System 2b. Avery
CL Brief Project Name(permit will refer to this name) County Where Project is Located
_-. _. ._ ... - _....._ . ... - ._.. ...._. _. .. ..... _. ._.... . ._.._.__ _.... .............
�( 3. Contact Person:
Q 3a. Keith Webb-McGill Associates P.A.
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.:
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))
i —_ _._..---- _.—_.... _._._.__...._......_.__........... _..._ _._._.._._._.............._...—._...._.__._........._......__.__._... _-.--......-..........._..-.._.........._......_....
__...
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))
......._................_... _.__..................-...--------...._._...__._..........-
F— 3. Town of Newland
Owner of Wastewater Treatment Facility(WWTF)Treating Wastewater From This Project
4a. Newland i4b. NCO021857
o Name of WWTF WWTF Permit No.
IL '5a. Newland 15b. 8" ® Gravity 15c. WQCS00218 j
Z Owner of Downstream Sewer Receiving Sewer Size ❑ 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
!a!
� ❑ Mobile Home Park El Hospital � •
❑ School ❑ Church %.industrial-
❑ Restaurant ❑ Nursing Home o
❑ Office El Other(specify): /a Other(specify):
_..__._.__... -....__......._..... __... -_-------.___. �� _ .._. ...... _._ - --- -
7. Volume of wastewater to be allocated for this articular project: 216.800• a ---
*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 Conn ct to Lisline �e
❑ Flow has already been allocated in Permit No. WATER QUALITY SECTION
;i
❑ Rehabilitation or replacement of existing sewerwith no new flow expecteld ASHEVILLE REGIONAL OFFICE
FT?;02/03 -'Rev. 3 04/05

AS1 TRACK APPLICATION for GRAVITY SEWERS,PUMP STATIONS,AND FORCE MAINS PAGE 4
VIEW
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 2H .0219(I)(3).
10. Summary of Sewer Lines to be Permitted(attach additional sheets if necessary)
...........____----___......_........__....__..
Gravity or Force Main
Size(inches) Length (feet) € (use the pull down menu)
8" 7,300 _ GRAVITY
.. .. ........................_._................................... .........................................................................__....................__......_......_......_.................._...................................................................................................--......_.........-
i ,
I
W _......................................................................................................................................._. :........................................
Z ' -
i
H
Z' .......................................................................... . . . . .� . ..
.
ENTER TOTAL LINE LENGTH IN MILES` 1.38 .._
..........._.............................................................._......._.....................__......-......__:.........._....._...................._._......_........._...._.._......._............................................................................................._.......... -.
L) 11. Summary of Pump Stations to be Permitted(attach additional sheets as necessary)
............................................................................_........_.........._........_........,................._......................_..--..____............... ---._...._._........._........... ........._.................._........................................................._........................----........_......._.......-......._......-..._..._-.........---- -- --
Location ID Power Reliability Option
'! (self chosen-as shown on I Design Flow; Operational Point (1-dual line feed; 2-permanent generator MATS; 3-
plans for cross-reference) (MGD)_ GPM @ TDH _ 1 portable generator w/telemetry;4-wet well storage)
..... ............................................................ ..........._...................................... ...................... ......... _ ...........
0
U_
Z __. --- ... .._._......_. ..... __._... _.....
112. 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 ElNo If no, please reference the pertinent minimum design criteria or regulation and indicate why a
CL
variance is requested.SUBMIT TWO COPIES OF PLANS,SPECIFICATIONS OR CALCULATIONS
PERTINENT TO THE VARIANCE WITH YOUR APPLICATION
m
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._li..nes w II_be considered hig.h..ptiontY.an,..d_must.be.-checked..once ev..e.n..._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

S
T-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 100 feet away from any down slope
F.. waterbody;AND,
..........................._...............__....._...._......_._...........__....._.............................................__......................._._....................................................._................................................................_..................._................................._...................._.
V ❑ 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.
..................._....._.....
.......
.......
..............._.............._...._....._........_................................__...........__._....._...._........._.............._..............................-......-..........._............._................._....................................................._......................................................
fU Location ID on Map
(self chosen-as shown on ` Name of ! 'Waterbody Stream Waterbody
Q map for cross-reference Waterbody County River Basin Index Classification
J .. ....................... ..............._.......)......._........__....... ...................._........_...
C� ..............._........ .............;Wl l .A�.k- .L' t�le....._..........._Av�r�.. ;..WATAWP _ ..:.Z?.�� ._......_ CJ.T.. ... .. ..... ....
Q __... _..___... ..._ .... _- __........... _. _..__. __.._. ... _._.. ._ . .__--_-_.--_-_. .. __...._.............__._ _.-
W _._
,
I-
....... ..........................._....._...._......,............_.....................................................................:..........._............................................._...._......_......._..............................._........._..............................................._.................._........._..........._.........._....._....._................................_.._...............
.._....
in
.............._................................_..........._._................................._......_....._............._................................................................:_.................................................................................;................_........................................_.......:.._........_............_..........__................_..............................._....._...._........__._.......................--
U
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, Valerie Jaynes, attest that this application for the Town of Newland Sewer Extension as 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.
........
....
..... ........-. ......_. ._.... .. ..
a.1 G '
Signing Official Signature Date
..........._.._...._......_........_............................................................................ .._...._...._._......._....................._...._......................................._....._.........._....._.............._.........._...._......_...._....._........................_...._...._......................_.....................................................................-............................................
.............
2. Professional Engineer's Certification:
Z I attest that this application for Avery County Middle School Sewer Extension has been reviewed by me and is
0 accurate, complete and consistent with the information in the engineering plans, calculations, and all other supporting
F`- 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
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 I have reviewed this material and have judged it to be consistent with the proposed design.
W Note: In accordance with NC General Statutes 143-215.6A and 143-215.6B, any person who knowingly makes any false
U 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$25,000 per violation.
'2a. M.Keith Webb o�`�,�°`'.B"°`MA°°,
Professional Engineer Name ar` �'o• °; •$
.............................................................................................._............._............_............................_....._...._.............................----._....................................................
........._..._...--...._......_.............__...._. a , �•.
Q
2b. McGill Associates uo rfl �%
Engineering Firm
_-_-. ..._. _ . ..., .._.._.... __ .... . ......... _.....-_..... __...... .. _..._
:2c.55 Broad Street '
Mailing Address ,P
tv_......_._......_._.....__...._....__._..........._......._...._...-..........__.._......__...._......_...........................:..........................................................:................................................................................__..
2d. Asheville 2e. NC 2f. 28801 £. ,a.°• ° °.�z;' °
City State Zip
................................._.................-_........._....._.._............_.,....................__._..._.............................._..._.................._......_':......_........................_................._...._...._................_...............................
............................
2g. 828-252-0575 2h. '2i. [e-mail] i0 f(a--®
Telephone Facsimile E-mail _ Seal,Signature&Date
FTA 02/03 -Rev. 3 04/05

KITED STATES FAST TRACK SEWER PERMIT APPLICATION
sSEE VALLEY AUTHORITY WILDERNESS TRAIL
MAPPING SERVICES BRANCH NORTH CAROLINA
4656«t NW AVERY COUNTY,
I "15_rEtK PARK 275-IYW1t3.a Mt. r011.5-1at
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A S S O C I A T E S { �✓ "'
ENGINEERING PLANNING FINANCE :�,: ;tiht
55 BROAD STREET ASHEVII LE, NC PH.[phone] ti`• J £ J �' -..-C• Jsi' 'w•I +f = \_� f' ')a r 1 I

m Description Curr. Class Date Basin Stream Index#
RIVER From U.S. Hwy. 321 to B;HQW 12/01/90 Watauga 8-(16)
North
Carolina-Tennessee
State Line
Shanty Spring From source to Watauga C 05/15/63 Watauga 8-2
Branch River
Beech Creek From source to Watauga C;Tr 05/15/63 Watauga 8-20
River
Buckeye Creek From source to a point WS-II;Tr,HQW 08/03/92 Watauga 8-20-3-(0.5)
0.2 mile downstream of
Bear Branch
Buckeye Creek From a point 0.2 mile WS-II;Tr,HQW,CA 08/03/92 Watauga 8-20-3-(1.5)
downstream of Bear
Branch to Town of
Beech Mountain water
supply intake located
0.3 mile upstream of
mouth of Grassy Gap
Creek
Buckeye Creek From Town of Beech C;Tr 07/01/73 Watauga 8-20-3-(2.5)
Mountain water supply
intake to Beech Creek
New Branch From source to a point - WS-II;HQW 08/03/92 Watauga 8-20-3-2-(1)
0.3 mile upstream of
mouth
New Branch From a point 0.3 mile WS-II;HQW,CA 08/03/92 Watauga 8-20-3-2-(2)
upstream of mouth to
Buckeye Creek
Cannon Branch From source to Buckeye C 05/15/63 Watauga 8-20-3-4
Creek
Clingman Mine From source to Buckeye C 05/15/63 Watauga 8-20-3-5
Branch Creek
Phillips Branch From source to Beech C 05/15/63 Watauga 8-20-4
Creek
Poga Creek (Flat From North C;Tr 07/01/73 Watauga 8-20-5
Springs Creek) Carolina-Tennessee
State Line to Beech
Creek
Flat Springs From source to Poga C 05/15/63 Watauga 8-20-5-1
Branch Creek
Elk River From source to Sugar C 05/15/63 Watauga 8-22-(1)
(Banner Elk Creek
Creek)
Elk River From Peavine Branch to B;Tr 04/01/94 Watauga 8-22-(14.5)
North
Carolina-Tennessee
State Line
Elk River (Mill From Sugar Creek to C;Tr 05/15/63 Watauga 8-22-(3)
Pond) Peavine Creek
SMOMMME
Clear Branch From source to Elk C 05/15/63 Watauga 8-22-11
River
Page 7 of 9

I •
A S S O C I A T E S
r
October 30, 2007
Mr. Roger Edwards
Asheville Regional Office
Division of Water Quality
North Carolina Department of Environment
And Natural Resources
59Woodfm Place
Asheville, North Carolina 28752
Re: Wilderness Trail Development
Sewer Improvements
Newland, North Carolina
Dear Mr. Edwards:
Please find enclosed one original and one copy of a completed Fast Track
application form for the above referenced project and a check for the application fee in
the amount of $480. Also enclosed is an 8 1/2" x 11" topographic map with the project
location shown. .
If you have any questions on the project or require additional information,
please contact Keith Webb or myself at any time.
Sincerely,
McGILL ASS(AC TES, P.A.
MICHAEL CLARK
Senior Engineering Techiucatne LL:: iizPY4 ti� n ::_{ .
Enclosures:
cc: Angelo Acceturo
Norman Miller Y' NOV - 9 2007
Mike Waresak
L , .
WATER QUALITY SECTION
P:/05725/letters/re 10-10-07 i ASHEVILLE REGIONAL OFFICE 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
828-252-0575 • Fax: [phone]

PUMP STATION DESIGN
ERNESS TRAIL DEVELOPMENT
Projected Average Daily Demand 216800
Flow Calculation Number Units Unit Flow total
3 Bedroom condo 125 360 45,000
2 bedroom condo 125 240 30,000
Single Family home 325 400 130,000
Golf Club house 150 20 3,000
Club house Restaurant 200 40 8,000
Club House Shops 20 40 800
216,800
Peak Factor
population calculation
Assume 3.3 people per home
total population 575 # homes 1898 total populc
z
Peak Hour Factor 3.6
Average Hourly Flow 9033
Peak hourly Flow (gph) 32550
Peak flow (gpm) 543
aria.......:........ :.- .. ._.-
F�
II I
LI NOV 2 7 2007
WATER QUALITY SECTION
NL=VILLE REGIONAL O FICE

K-c f P-aw ^6 ) I
�v; ) I- i G ,.0_� l)--Q d 0 3
1IMS." a-03 -n
/ FAST-TRACE;APPLICATION REVIEW PROCEDURES
Project Name: "L/ Review Date:
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 02/03 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;f'u`ll-reviewto thd`&ntraI 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-REVIEW .
Does 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,ornitted, 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
Inf ation Request in accordance with 15A NCAC 2H .0208(e).
Ensure that a check for his submitted and made out to NCDENR. All new projects and maior
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
If the applicant is private (Item 8(2)) and listed as a corporation, check the NC Department of the
Secretary of State's web site at http://www.secreta[y.state.ne.us/Corporations/to ensure that the
plicant 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
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.htmI#DELEG.
SECTION 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 through all the tabs and ensure the information is correct for the current project.
�/ Applicant a public entity (e.g. county, town, sanitary district)?
_X__�pplicant 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 Conveni ce and Necessity? 2H.0205(d)(2)
Required if the applicant is public utility. In lieu of a Certificate of Public
Convenience and Necessity, hey may submit written approval from the
North Carolina Utilities Commi sion's Public Staff that states that the utility is
allowed to provide utility seniice in the subject project area. Note that the
project name on the application a d on the CPCN must match. Contact the
NCUC Public Staff if questions aris .. This is NOT REQUIRED for a
municipality or county! Examples o ompanies that would provide a CPCN
are Heater Utilities or Carolina Water ervice, etc.
******OR*******
Operatigpal,Agreement? 2H.0205(d)(2
t'a t.a.
` ♦ Operational Agreements are only required i the applicant is not a public
' entity(i.e. Town, County, etc.) or public utility s designated by the North
Carolina Utilities Commission AND the lots bei g served by the collection
system are to be sold to individual owners.
♦ If the applicant is a developer, they must fill o t the DEVELOPER
Operational Agreement(FORM: DEV 02/03). developer may be
responsible for the system for an interim perio until the homeowners
association is formed, at which time a Permit ame/Ownership Change
request(FORM: PNOCF 06/00) will be need to transfer the permit to
the HOA.
♦ If the applicant is a homeowners' assoc' tion (HOA), they must fill out
the ASSOCIATION Operational Agree ent(FORM: HOA 02/03 The
HOA must be registered with the Se etary of State's office and must
provide a copy of the Associations' ylaws and Articles of Incorporation.
These documents should be revi ed to ensure that all applicable
language regarding the collectio system is included as is required by
the Operational Agreement.
♦ The Operational Agreement sh Id be attached to the permit and
incorporated into the language of the permit. Please note that Operational .
Agreement language should of be altered without approval from the
Attorney General's Office. O erational Agreements are available at
htt ://h2o.enr.state.nc.us/P RCS/from the collection system applications
page.
pproval 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 yolume that is being requested, and that the WWTF has been in compliance with their
t atment 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 V1!•NTP 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 Kniahtdale will transport
tthe wastewater and Raleigh will treat the wastewater.
Wastewater industrial dd om in 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.0219(1)
♦ Ei�,5ute-that the daily assign 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
Vent' 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'hat 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.
o 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 g,1/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)?
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
ay 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)

<ject designed in accordance with 15A NCAC 2H .0200, the Gravity Sewer Minimum De
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...
SECTII C--��?Vatershed Classi&ation
'� C ��r top,ographic map submitted?
! ` vWatershed'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!
SECTI D—Applicant Certifications
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.
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?
P 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 upon 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)

Fct
v If the Reviewer/Supervisor determines that an application package should be denied because it can
If
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 summq zing the reasons for denial. This package must be singed off on by the
reviewer ,..supeNisor, SectiorT 2-hief, 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
V 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 WAITF 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)

m If the region wishes to perform a detailed review—look for items not meeting the minimum deI
criteria or outside of the permit. For instance, minimum cover; slope; minimum separation dis
line size changes; length; reroutes; additional lots than permitted; pump station alarms; pump times; no indication of record drawing (as-builts) on plans; no PE seal or note about record dr
(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.
iq
6
FAST-TRACK Application Review Procedures 2003 (Rev 2106)

P.A. 56422
Check Number: 56422 .
Date: 10/15/2007 Check Amt: $480.00
Type Date Reference Balance Discount Pay Amount
Invoice 10/12/07.-1.: $460.00 $0.00 $480.00
_ -
56422 m
McCILL ASSOCIATES P..A
_ r - :. r x eiuMeNeuiT aCwr+OIwu NA
P.O:BOX 2259, - ;
564'22
ASHEVILLE,NC'28B02
NOR H A ' LI
PH:(826)252-W5 66 112-531
Exactly Four hundred eighty and rio: / 100'.Dollars o
DATE '- -_;AMOUNT.
---10/15'/2,007 $4:80:,00
PAY
TO THE N.C. DENR OPERATWG-ACCQUNT
ORDER
OF 1633.Mail Service Center ,
Raleigh NC 27699-1,633:'.
. - ORIZ SIGNATURE.'
0000 5 6 4 2 2ii' 1:0 5 3 b0 1 b 2 0:000 5 2 1 50 5 9 5 20ii'
;.
r
1•

PI�ICATION for GRAVITX SEWERS,PUNK ST_.ATIONS,.AND,F® _
ATF 1't - State of North ar hna
De artment mf Environment and Natural Resources
NOV 2 7 2007 I NOV - 2007 Division of Water Quality
FAST-TRACK APPLICATION
WATER QUALITY SEC T IOffor R� /IE S W- ,ERS,PT1MP STATIONS,AND FORCE MAINS
ASHEVILLE REGIONALOFFICK � _-- Pressure sewers s stems are nottobe included as part of this applicationpackage)
INSTRUCTIONS Indicate that you have Included/addressed the following list of required application package items by
checking t`h�e spaci�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.
® 1. 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 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
a 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)).
O 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

PLICATION for GRAVITY SEWERS,PUMP STATIONS,AND FORCE MAINS PAGE 2
vironmental Assessments— If this project is subject to an Environmental Assessment (EA) [15A NCAC
1 C], 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.untilsa Finding of'No'
Significant Impact (FONSI) or Environmental Impact Statement (EIS) has been issued. A copy is t6.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 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,
[phone] 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

PLICATION for GRAVITY SF�RS,PLTAIP STATIONS,AND FORCE YIAINS PAGE 3
USE THE Tf�B I�EV TO MOVE FROM FIELD TO FIELD! Application Number: r Y27,
(to be completed by DWQ)
1. Owner.
1a.-Town of Newland
Full Legal Name (company, municipality, HOA, utility, etc.)
--... _._.._.._......- -- ._..__.................__...-- ..__....._....._..........._.._......
.....
....
...................................._...................._....._............__...._.........................._.....__..............._...._...__..._....._...._..............._.._..._.-_......_.._._....__......_........._..........._........_..............................._..............................._
® 1 b. Ms.Valerie Jaynes-Mayor
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):
® 1 d. 301 Cranberry Street 1 e. Newland
LL- Mailing Address City
.._.._..__...__..._...__...-----._....._._._..._...._.._............_........................................_.........-.........._..................._..._....__...................................................._._.....,..._....---..__....._._....__..........._._........_._._.........._.....__._...._..._...._.........._........._..................................
......................_...._......_.........._.!
1f. North Carolina 1g. 28657
Z State Zip Code
® ...._..........._...._....._..._..........................._...._....................._...._....._......................-.........._....._..._..__........_......--.........................................................._....................;_........... -....._....__..._._._._........._.._....._..__._......._..._....._.._._...-......__........................._............................................................
.
0 1h. [phone] 1!.- [phone] ;1j. [e-mail]
Telephone Facsimile E-mail
..................... .._....._......_...._..._._..1........... ._...... _......._.. ._......._..._...-..._................................_..._...._.............
...._.__....----...._.__... .._..
.2. Project(Facility) Information:
_ ._........_...._........._........_......_...........-...._..._................._...._...._.........................._..._...
......._............-......._._............._....._...._......_...._...._......................................................................................................................................................................................................_.............................................
_......
J :2a. Wilderness Trail Development Sewer System :2b. Avery
Brief Project Name(permit will refer to this name) County Where Project is Located
_... .._..._ _ . __.____ _.... .._..__._ . ._._. ._._ . _.._._ _ _._._.. _ __...._ _ _. .. .._.__. .__.__._ _........ _ ......................__.... ........._.. . ..._ .... _.. ._._ ..
3. Contact Person:
3a. Keith Webb-McGill Associates P.A.
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.:
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)
ElRetaining Ownership(i.e.store, church,single office, etc.)or ❑ Public Utility(Instruction III)
El 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))
F- .3. Town of Newland -
Owner of Wastewater Treatment Facility(WWTF)Treating Wastewater From This Project
4a. Newland 4b. NCO021857
® Namerof°Ua1INTF WWTF Permit No.
BJ, :5a. Newla�id rr �5b:. 8".. , ® Gravity 15c. WQCS00218
.' ` Receivin Sewer.Size ❑ Force Main
Ownerdf Downstream Sewer I 9 Permit Number of Downstream Sewer(if known)
The o{gin'of-this wastewater is(check all-that-apply,,):'
® Residential Subdivision` =-:` ❑;Ca','-Wash
®,apartments/Condominiums ❑I Institution 100 %Domestic/Commercial
LU ❑ Mobile,_Home Py r � 2 I ©Hospital
%.Industrial. ..
Q- ❑ scnool 2007 ,e� Cnu�ch
❑ Restaurant - _ I ❑ Nursing Home o
_ �f /o Other(specify
❑ Office bt�, `-R CL, Other(specify):
,LIT-S F,_�1r,^�..- ......_.__..._.._.._.------ -- - - -
7. Volume'of wasstewaer to tie_allocafed fo_r-this particular project: 216.8001 al pen�day
*Do not include previously permifted allocations �� � _ 1
8. If the Permitted flow is zero, indicate why: I IJ NOV - 9 2007
❑ Interceptor Line-Flow will be permitted in subsequent permits that co I nect to this line —
❑ Flow has already been allocated in Permit No. I WATER QUALITY SECTION
❑ Rehabilitation or replacement of existing sewer with no new flow expeCtedASHEVILLE REGIONAL OFFICE

PLICATION 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(1)(1-2)must be supported with actual water or wastewater use data in accordance with 15A
NCAC 2H .0219(1)(3).
............................................... ..... .. . . . ....... ...... ..........................................................................._..................... ............... ....._................................ ............. ...................
_ ._ .. ..
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)
8„ 7,300 GRAVITY
..._.... _.............__ .. ._...........- ... ...... ......._.... .... . ........... . ....... .......... . ..._ ............ .................................
.....
................... ....... ............. ..............................._...........................................................................................................-....._......................................................................._........_................_........................................._....
.
__._
.........._...._..................................._............__..........-............_...._........................................................................................._..........._...._.........._..............._._......................._....._-..._........_..._..............................
LU ..........................................................................................................._........_.................... ... . .
a .-------------... - - ----------------.__------------------ ----------------------._---- ---.----- . - -- - - -- - - - -
Z
ENTER TOTAL LINE LENGTH IN MILES, 1.38
0 ... . . ...............__. .__............_..._....._ . .._......_......... .... ... ..........._.. ................. ..
V11. Summary of Pump Stations to be Permitted(attach additional sheets as necessary)
Z .........._............_..._..........................................----................_....._.._....._,........................................................_.._......._..........................................._.............._.................--..._.........._................_....._...._......._.._........._...................................................._.......................-......................_._....................._..................._........
Location ID Power Reliability Option
(self chosen-as shown on.Design Flow: Operational Point (1-dual line feed; 2-permanent generator MATS; 3-
plans for cross reference) (MGD) GPM @ TDH portable generator w/telemetry; 4-wet well storage)
....................... .............. . . ._............... . .... .. . . ... ......._..... ...... ..... ....... .. .... ........................ ....... . .. .. . ................ .._. _...............
0
LL
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?
LU ®Yes ❑ No If no, please reference the pertinent minimum design criteria or regulation and indicate why a
I. 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
14. Does this project involve aerial lines or siphons? Check if yes: ❑
These.lines.will-be considered-hioh Ddoritv..and must.be.-c.hecked.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

PLICATION for GRAVITY SEWERS,PUMP STATIONS,AND FORCE YL4 NS 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
regional office(see instructions for addresses)OR indicate the following._...._..__...................._...._......................._........_..._....__....................._............__._..._...................................................
n ...._...._........ .
❑ A Stream Classification is not needed because all parts of the project are at least 100 feet away from any down slope
E— waterbody;AND,
...................._....._..........__...................-- _......._..._..._........_...._..._.......__............................_..........................................._.............._..._...._............._......_...._..__...._....__._...._._..............................._.....................
.
(� ❑ A Stream Classification is not needed because the design does not depend on wet well storage as a power reliability
LL option for any pump station near a Class C down slope waterbody.
55 Location ID on Map
Cl) (self chosen-as shown on Name of Waterbody Stream Waterbody
map for cross-reference) Waterbody _ County River Basin Index Classification
-.....---.._....._..._..-....... ..__.......... --......... - - ._.........---.... .. -
p .....
C3 _._................._. . 1alf+i f►�R! ............ W�TAwR _. ._ _C� .. ...... _
. _. .. ....._ _ ... .._.._ _. _.._. .._._.......; ._ _..
idJ ...._..._..._........._.........._.._.__...._..._..........._......._._------------....__........__.._..._....__..__.._.._._................._.:.............................._...._.................._........_....__..._.._............ _- .._.._...._...._...._..._..-_....__..__......_.................._......_..._............................_._....._......_.................._...........__......
.
E. ..._...........__.._._.._............._......._..__..._......._....._........_....__..._....._..........._....._..._............................_............._._........_........._..................._...........__...._... -....................._...._._..._...-......__.i........_.._.............................................._...._....._......................_......_..........._............_............._.._..
_......_.__._......_...- ...__._...._...._........_................_...._.............................._...._..._...................................._..............._....._..._..........._......._.........
..........
- .._-- - --- - -- ---•-.--- -._._.. - _.._..- - - - ------
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, Valerie Jaynes, attest that this application for the Town of Newland Sewer Extension as 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 Signature Date. .. __...._..._ . .
_....__._............_...._...........__.._... .----.._......._..... ._.._............._...._......._................................_............_..._...._......_......_.._.........._.._.._....__..._._.._......_...- .._....._....._.......
2. Professional Engineer's Certification:
Z 1 attest that this application for Avery County Middle School Sewer Extension has been reviewed by me and is
0 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
Vbeen 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
I.L. 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
(Z signature and seal signifies that I have reviewed this material and have judged it to be consistent with the proposed design.
L Note: In accordance with NC General Statutes 143-215.6A and 143-215.6B, any person who knowingly makes any false
0 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. M. Keith Webb
Professional Engineer Name
_.._....__............_......_..._........._..................................
_......................._....................._...._........................._..............._..._................_..............................................._..........._. : Ft1,
a
4
2b. McGill Associates n < 1Q� �"°'
Engineering Firm
._. ... .. .. _. __. ._ ... . __ .. .. __ _. . ._..__ - . _. . .
b
2c.55 Broad Street
Mailing Address
....................................._.........................._........._..........................._..._...._.........._..................__........._..............__._............:........_........_..._............._...._........_.......
..................._...
2e. NC 2f. 28801
2d. Asheville
City State Zip
....._...._............--._.._..............._..._.._.._................---..................._.._................_..............._.................._....._....._......_......_............._._...._...._....._..__...._......___...._.....'---_._.....__._..._...._...._._._....._.........: '•-E EbP SS^i 1'y'•n'F•e
2g. 828-252-0575 2h. 2i. [e-mail] f 0- r(o-O
Telephone Facsimile E-mail _ Seal,Signature&Date
FTA 02/03 -Rev. 3 04/05

FAST TRACK SEWER PERMIT APPLICATION
UNITED STATES
I- VALLEY AUTHORITY WILDERNESS TRAIL
MAPPING SERVICES BRANCH AVERY COUNTY, NORTH CAROLINA
4666 W NW 11 fEL.1-C PARK 205-OVWJI 3.1siml. TO u.s.t5pE
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Ptream Description Curr. Class Date Basin Stream Index#
AUGA RIVER From U.S. Hwy. 321 to B;HQW 12/01/90 Watauga
North
Carolina-Tennessee
State Line
Shanty Spring From source to Watauga C 05/15/63 Watauga 8-2
Branch River
Beech Creek From source to Watauga C;Tr 05/15/63 Watauga 8-20
River
Buckeye Creek From source to a point WS-II;Tr,HQW 08/03/92 Watauga 6-20-3-(0.5)
0.2 mile downstream of
Bear Branch
Buckeye Creek From a point 0.2 mile WS-II;Tr,HQW,CA 08/03/92 Watauga 8-20-3-(1.5)
downstream of Bear
Branch to Town of
Beech Mountain water
supply intake located
0.3 mile upstream of
mouth of Grassy Gap
Creek
Buckeye Creek From Town of Beech C;Tr 07/01/73 Watauga 8-20-3-(2.5)
Mountain water supply
intake to Beech Creels
New Branch From source to a point WS-II;HQW 08/03/92 Watauga 8-20-3-2-(1)
0.3 mile upstream of
mouth
New Branch From a point 0.3 mile WS-II;HQW,CA 08/03/92 Watauga 6-20-3-2-(2)
upstream of mouth to
Buckeye Creek
Cannon Branch From source to Buckeye C 05/15/63 Watauga 8-20-3-4
Creek
Clingman Mine From source to Buckeye C 05/15/63 Watauga B-20-3-5
Branch Creek
Phillips Branch From source to Beech C 05/15/63 Watauga 8-20-4
Creek
Poga Creek (Flat From North C;Tr 07/01/73 Watauga 8-20-5
Springs Creek) Carolina-Tennessee
State Line to Beech
Creek
Flat Springs From source to Poga C 05/15/63 Watauga B-20-5-1
Branch Creek
Elk River From source to Sugar C 05/15/63 Watauga 8-22-(1)
(Banner Elk Creek
Creek)
Elk River From Peavine Branch to B;Tr 04/01/94 Watauga 8-22-(14.5)
North
Carolina-Tennessee
State Line
Elk River (Mill From Sugar Creek to C;Tr 05/15/63 Watauga 8-22-(3)
Pond) Peavine Creek
Whitehead Creek From source to Elk C;Tr 07/01/73 Watauga B-22-10
River
Clear Branch From source to Elk C 05/15/63 Watauga 8-22-11
River
Page 7 of 9

rPUMP;!
STATION DESIGN
ILDERNESS TRAIL DEVELOPMENT
Projected Average Daily Demand 216800
Flow Calculation Number Units Unit Flow total
3 Bedroom condo 125 360 45,000
2 bedroom condo 125 240 30,000
Single Family home 325 400 130,000
Golf Club house 150 20 3,000
Club house Restaurant 200 40 8,000
Club House Shops 20 40 800
216,800
Peak Factor
population calculation
Assume 3.3 people per home
total population 575 # homes 1898 total popul,
Peak Hour Factor 3.6
Average Hourly Flow 9033
Peak hourly Flow (gph) 32550
Peak flow (gpm) 543
x.
2007
Ivli; �

I L
c a?I F. Easley, Governor
OF WArF9
..x" *• Q William G. Ross Jr., Secretary
North Carolina Department of Environment and Natural Resources
t r Coleen H. Sullins, Director
Division of Water Quality
Asheville Regional Office
August 3, 2007
Ms. Grace Calhoun, Superintendent
Avery County School System
Post Office Box 1360
Newland, North Carolina 28657
Subject: Permit No. WQ0032O42
Avery County School System
Avery County Middle School
Wastewater Collection System Extension
Avery County
Dear Ms. Calhoun:
In accordance with your application received on July 30, 2007 we are forwarding herewith
Permit No. WQ0032O42, dated August 3, 2007, to the Avery County School System 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 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 Internet www.ncwaterquality.org
2090 US Highway 70, Swannanoa, NC 28778 Telephone [phone] Fax [phone] One
NorthCarolina
DENR Customer Service Center Telephone [phone] Naturally
An Equal Opportunity Action Employer 50%recycled/10%post-consumer paper
rl, ) RX (:2, ec_--,-� 0 �? ( a)

...:.� Ern"
Avery County Schooh°Systerrr:---h-- -august 3, 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 Avery County School System for the construction and operation of approximately 800
linear feet of 8-inch diameter gravity sewer to serve the Avery County Middle School and the discharge
of 4,800 gallons per day of collected domestic wastewater into the Town of Newland's existing
sewerage system, pursuant to the application received on July 30, 2007 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 Town of Newland's
Wastewater Treatment Facility (Permit No. NC0021857) 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 M. Davis at (828)
296-4500.
Sincerely,
for Coleen H. Sullins, Director
Division of Water Quality
cc: Count Buildin Ins ector
4
Keith Webb, PE
Town of Newland
Surface Water Protection Section Central Files
PERCS Files

NORTH CAROLINA
ENVIRONMENTAL MANAGEMENT'COMMISSION
DEPARTMENT OF ENVIRONMENT AND NATURAL RESOURCES
AVERY COUNTY SCHOOL SYSTEM
AVERY COUNTY MIDDLE SCHOOL
AVERY COUNTY
WASTEWATER COLLECTION SYSTEM EXTENSION PERMIT WQ0032042
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 .0506(a), and public notice shall be provided as required by
North Carolina General Statute §143-215.1 C.
1

Permit No. W 0032042 Aver Count School System, Aver Count Middle School Aver Count Au ust
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 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
2

o. W 0032042 Aver Count School System, Aver Count Middle School Aver County. August 3 2007
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 3d day of August, 2007
NORTH CAROLINA ENVIRONMENTAL MANAGEMENT COMMISSION
l
for Co en H. Sullins, Director
Division of Water Quality
By Authority of the Environmental Management Commission
Permit Number WQ0032042
3

Permit No. W 0032042 Avery County School System, Avery County Middle School Avery County, Au ust 3
ENGINEERING CERTIFICATION — POST CONSTRUCTION
System Description:
800 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
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.

3elOL-( O, - O N A�PLICATION?for GRA R STATIONS,AND I+ORCi -_0
wAT 0 �U
yQY; State of 1Vortl>t Carolina
Department of Environment and Natural Resources
' J U L 3 0 2007 Division of Water Quality
o -1 —�y� ! FAST-TRACK APPLICATION .
WATER QUALI T Y Sf®rI '�JTY SEWERS, PUMP STATIONS,AND FORCE MAINS
ASHEVILLE REGIOW-J.OFFICE (Pressure sewers systems are not to be included as part of this application package)
INSTRUCTIONp�:�S�E.O, c t that.Xqu„have„included/addressed the following list of required application package items by
checking the sA,166,provided next to each applicable "iem."'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 $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/WV TF. 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.

IP
PLICATION for GRAVITY SEWERS,PUMP STATIONS,AND FORCE MAINS PAGE 2
nvironmental 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 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,
[phone] 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:llh2o.enr.state.nc.uslperesl
177A mrnz -P—T Z nA/nS

P PLIC
LICATION for GRAVITY SEWERS,PUMP STATIONS,AND FORCE MAINS PAGE 3
USE THE TAB KEY TO
(to be completed by DWQ)
Application Number: MA
USE MOVE FROM FIELD TO FIELD!
rMs.I. Owner.. 62 -Avery County Superintendent
Grace Calhoun
, M
Full Legal Name(company, municipality, HOA, utility,etc.)
Z ... ............. .....................................................................
0 Avery County School System
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 D Municipality_®-State/County El Private Partnership El Corporation 0 O-
ther(s ecify),
................-------- -----
0 :1 d. Post Office Box 1360 —ille. Newland
LL
Mailing Address City
Z ................................... ............................................................. ............ .....................................
1 f. North Carolina 1g. 28657
Z State Zip Code
0 .................- .....................-................. .................-............... - ....... ..........
Ih. 1 i. 1j.
F_
Telephone E-mail
Facsimile
() 2. Project'(Facility) Information:
............................................................................. ............. ................................. ............... ...... ............. ....... ..................
.2a. Avery County Middle School Sewer Extension
CL Brief Project Name(permit will refer to this name) County Where Project is Lodpted
CL ........ . ..... .................
3. Contact Person:
-------............ .....................
4i :3a. Keith Webb-McGill Associates P.A.
Name and Affiliation of Someone Who Can Answer Questions About this Application
...............................­....................................................... ................................
828-252-0575 :3c. [e-mail]
Phone Number IE-mail
1. Project is Z New 0 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.
2. Owner is Z 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)
El Retaining Ownership(i.e.store, church, single office, etc.)or Public Utility(Instruction 111)
Z 0 Leasing units(lots,townhomes, etc.-skip to Item B(3))
El Homeowner Assoc./Developer(Instruction IV)
0 0 Selling units(lots,townhomes, etc.-go to Item B(2b))
3. Town of Newland
Owner of Wastewater Treatment Facility(WWTF)Treating Wastewater From This Project
4a. Newland 14b. ;4cr)67_1 qy�7 0 Name of WWTF WWTF Permit No.
Li
l5b. 4" IF71 Gravity 15c.
Z Main Permit Number of Downstream Sewer(if known)
Owner of Downstream Sewer (Receiving Sewer Size Force M
B. The origin of this wastewater is(check all that apply):
F71 Residential Subdivision El Car Wash
❑Apeirtments/Condominiums El Institution —LZ-1. Domestic/Commercial
❑ Mobile Home Park El Hospital
-­%,Industrial
El Church
School'
CdtiFRestaurant E Nursing Home
/6Other(specify):......
D office El Other(specify): ---------
7. Volume of wastewater lobe allocated for this particular project: 4,800 g
*Do not include previously permitted allocations
n�l
3 0 4'
8.. If the permitted flow is zero, indicate why:. JUL 3 0 2007
to
F71 Interceptor Line-Flow will be permitted in subsequent permits that c n Ln this line
to
e�t(VA U Lll_
F71 Flow has already been allocated in Permit No.
ct PT
V�� FERQUALITy
VL
�ASS H-
❑ Rehabilitation or replacement of existing sewer with no new flow exp ctec , SECTION
-VILLE PEGIONAL_LOFFICE
-i nAlne,

TY SEWERS,PUMP STATIONS,AND FORCE MAINS PAGE 4
vide 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 supported with actual water or wastewater use data in accordance with 15A
NCAC 2H .0219(I)(3).
400 Students and Staff @ 12 GPD/Student and Staff =4,800 GPD
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)
8" 800 Gravity
_.__..... . ............._. ...... .. ....-_ ... ..._..._. ................ ......... _ ...... __..._.... ........_..--- ........ ....... ... ...,.._... .. ....._ _..... _
0
Z
!--
O ENTER TOTAL LINE LENGTH IN MILES .15
0 _.._........_ _..._........_.._._................._.._....._.__......... .................._.__...._.... ---.........._..._..._........-...._..........__............_................__._......._..._._......_..__....__........_...._.........._.._............._...._..........................__.._........._.......... __..........._............_.._._.........._._..
11. Summary of Pump Stations to be Permitted(attach additional sheets as necessary)
—..._.___._................--......................_... _.-...... _....---.......
_._.._.._...--.._...._....._.._..__..__...._...__..._._....
O Location ID Power Reliability Option
(self chosen-as shown on i Design Flow, Operational Point j (1-dual line feed;2-permanent generator w/ATS; 3-
plans for cross-referenc G GPMTDH wet well storage)m
_................._.........................._.............................._._................
..................................-------..._.........._......_.....—._............_........................................................_............................................._.._......._...................................................-........_............_..........................................
..._
0
LIL j
Z — -._.............. .._....._...._.._......._...._..._......._._.....__..._.. _..._.................._..._..._—....._...._.___........._._...._.__._......_.... -._..._...;........_......_..- ..__._.........__..__...__....__..._.. -- .._....... _..._......_............................
_._......._._....__..
15: 12. Does the sewer system comply with the Minimum Design Criteria for the Fast Track Permitting of Pump Stations and Force
W Mains(latest version),the Gravity Sewer Minimum Design Criteria(latest version)and 15A NCAC 2H .0200 as applicable?
LL ®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
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:❑
T..hes.e...lines_will..be_consid.ered_.hi.4h
15. Does this project have gravity sewer lines designed at minimum slopes?
Be aware that the Division will not accept installed lines more than 1 D%flatter than the minimum slope. Lines installed outside this tolerance should be
corrected prior to submitting the final engineering certification..
I'TA O')Inl -T?— Z nd/n5

i
iTT1I�SE'WTRS,PIRNO S1TATIONS,AND FORCE MA-INS PAGE 5
ivision's guidance document entitled,"DETERMINING STREAM CLASSIFICATIONS FOR FORM FTA 02103
ST-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,
L © 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 j Waterbody Stream. Waterbody
map for cross-reference) Waterbody County River Basin Index Classification
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: i
1, GRACE CALHOUN, attest that this application for Avery County Middle School Sewer Extension as 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. �7
igni g Official signature • Date
l) •2. Professional Engineer's Certification: —
z i attest that this application for Avery County Middle School 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
IL 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.
W 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. M. Keith Webb S`aeL988776PPpPmPB
Professional Engineer Name
2b. McGill Associates
Engineering Firm _
2c.55 Broad Street
_ Mailing Address o a e� � r e
2d. Asheville 2e. NC 2f. 28801 �'°r ` ° -^`; �
W yA4
.
City State I Zip �!Ij
_—........_._...__.___.........__._.__.__.._.__._—________.._......_.•
2g. 828-252-0575 2h. Z. [e-mail] -Pd''r`'`-'b'
Telephone Facsimile E-mail
p i Seal,Signature&Date
'17'rn noln,2 moo.. 2 n.rm,�

C
ID
A S S O C I A T E S
J U L 2 3 2007
WATER QUALITY SECTION
July 23, 2007 ASHEyILLE REGIONAL OFFICE
Mr. Roger Edwards
Asheville Regional Office
Division of Water Quality
North Carolina Department of Environment
And Natural Resources
59 Woodfm Place
Asheville, North Carolina 28752
Re: Avery County School Board
Sewer Improvements
Avery County, North Carolina
Dear Mr. Edwards:
Please find enclosed one original and one copy of a completed Fast Track
application form for the above referenced project and a check for-the application fee in
the amount of $400. Also enclosed is an 8 1/2" x 11" topographic map with the project
location shown.
If you have any questions on the project or require additional information,
please contact Keith Webb or myself at any time.
Sincerely,
McGILL ASSOCIATE , P.A.
• S
MICHAEL CLARK
Senior Engineering Technician
Enclosures
cc: Keith Webb
Norman Miller
P:/05729/letters/re7-22-07
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]

828-898-4591 p.2
TOWN
1 1 Y
A'%r he
PO Box 429
IdEWY.AN®,NORTH t,Att®a,YlaTA 49 17
VL
F. J U L 3 0 2007
a�
s WATER QUALITY SECTION
July 26, 2007 ASHEVILLE REGIONAL OFFICE
bA . Bob Tatum
Avery County Board of Education
P4 Box 1360
Newland,NC 28657
Dear W Tatum:
The Town of Newland has agreed to accept the sewer flow from Avery County Mddle
School into the town's wastewater system. As we understand, an 8"gravity sewer line
will be constructed to connect the Avery County Middle School to the Avery County
High School sewer system. This project will include a new 8" sewer collection system
running to a new sewer pump station. The sewer pump station will discharge into a new
4" sewer force amain,which will tie into the existing 4' sewer force main located at the
intersection of Highway IS and Avery County High School Road(SR 1370).
A coFy of the email from Keith Welt, representng the Rivers Edge property(]RC
Building), is attached. If any of the information included in the email changes, please
notify us at once, as we will need to see if this impacts the town's acceptance of the
additional sewer flow from the Mddle School and Rivers Edge.
Sincerely,
4e4t,—�7
Brenda Pittman.
Town Administrator
cc: Norm.MMer
Keith Webb
nn inc 1Onn7 MMT I r.G1 rTY/RX TTTn QF1 71 571 n n 9

A
A S S O C I A T E S i
J U L 3 0 2007
WATER QUALITY SECTION
July 27, ,2007 ASHEVILLE REGIONAL OFFICE
Mr. Roy Davis
Asheville Regional Office
Division of Water Quality
North Carolina Department of Environment
And Natural Resources
59 Woodfm Place
Asheville, North Carolina.28752
Re: Avery County School Board
Sewer Improvements
Avery County, North Carolina.
Dear Mr. Davis:
Per our phone conversation on July 25, 2007, please find enclosed two copies
of the revised Fast Track application that shows section D 1 correctly executed. Also
enclosed is the flow acceptance letter from the Town of Newland.
If you have any questions on the project or require additional information,
please contact Keith Webb or myself at any time.
Sincerely,
McGILL ASSOCIATES, P.A.
MICHAEL CLARK
Senior Engineering Technician
Enclosures
cc: Keith Webb
Norman Miller
P:/05729/letters/rd7-27-07
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]

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Tres : C.0 �
FAST-TRACT{APPLICATION REVIEW PROCEDURES 713 V 1 Zook ,
Project Name: w /�-"'� Review Date: d
ProjectNumber: Reviewer:,
Il fast-track projects should be submitted on the application entitled "Fast-Track Application for
Gravity Sewers, Pump Stations, and Fordo ;plains" (FORM: FTA 02/03 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 10199. Additionally,
any projects involving a flow reduction request must receive approval for the flow reduction from
the central office. ;
PRE:-REVIEV;
Does 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,
any information that is found to be incorrect andior lacking must be requested via an Additional
Innfor ation 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 maior
P
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
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 INC. Developer's and HOA's should be listed.
�nsurehat 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.
'SECTIO —Per ation
Project new?' dification? If the project is a modification to an existing permit, be sure to
enter the ication 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 through all the tabs and ensure the information is correct for the current project.
Applicant a public entity (e.g. county, town, sanitary district)?
Applica a private entity?
0 i.e. lease) units, lots, parcels, etc?
- 1
FAST-TRACK Application Review Procedures 2003(Rev 2/06)

Sell units, lots, parcels, etc? f r
Certificate of Public Con enience and Necessity?"2H'.02Q5(d)(2) ,.
a,.
Required if the applica is a public utility. In lieu of a Certificate of Public
Y
Convenience and'N.eces 'ty, they may submit written approval from the
North Carolina.Utilities Co mission's PubliQ Staff that states that the utility is
allowed to provide utility se ice in the subjec.project area. Note that the
project name on the applicati and on the CPCN must match. Contact the
NCUC Public Staff if questions rise. This is NOT REQUIRED for a
municipality or county! Example of companies that would provide a CPCN
are Heater Utilities or Carolina Wa r Service, etc.
******OR*******
Operational Agreement? 2H.0205(d)(2
♦ Operational Agreements are only require if the applicant is not a public
entity (i.e. Town, County, etc.) or public uti!i as designated by the North
Carolina Utilities Commission AND the lots b g served by the collection
system are to be sold to individual owners.
♦ If the applicant is a developer, they must fill o t the DEVELOPER
Operational Agreement(FORM: DEV 02103). developer may be
responsible for the system for an interim perio until the homeowners
association is formed, at which time a Permit ame/Ownership Change
request(FORM: PNOCF 06100) will be need to transfer the permit to
the HOA.
♦ If the applicant is a homeowners' associ ion (HOA), they must fill out
the ASSOCIATION Operational Agree nt(FORM: HOA 02/03 The
HOA must be registered with the Secr tary of State's office and must
provide a copy of the Associations' B laws and Articles of Incorporation.
These documents should be review d to ensure that all applicable
language regarding the collection stem is included as is required by
the Operational Agreement.
♦ The Operational Agreement shoul be attached to the permit and
incorporated into the language o he permit. Please note that Operational
Agreement language should no be altered without approval from the
Attorney General's Office. Op ational Agreements are available at
hftp://h2o.enr.state.hc.us/PE CS/from the collection system applications
page.
f 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 accepted the entire volume of flow listed in application.
2
FAST-TRACK Application Review Procedures 2003(Rev 2106)

in 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.
astewater indusCwL
domestic in n- re?
klost projects for was ter that is domestic in nature, however, if item B.o indicates
thatthe waste ustriai 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.0219(f)
+ Ensure that the daily design flew in the application is based on the guidance provided in the
regulations or existing flow, and that the explanation as to hove this volume was determined is
very specific(i.e., 22 three-bedreom 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/bedreom 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.
4, 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 IC .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)?
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
Criteria and the Minimum Design Criteria for the Fast-Track Permitting of Pump Stations a
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 protect 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 s
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
specifi d and no variance requested; supporting documents show slope issues...
SECT C—Watershed Classification
Color topographic map submitted?
Watershed classification required? If YES, you are advised to "spot-check'the classification(s).'
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!
SECT19 D—Applicant Certifications
?oSigning 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.
`-APE stamped, signed, and dated application, plans, specifications, and calculations (if applicable)?
c�?,i _ 2H.0205(d)(1)(A)(iii)
o 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.
y Ade ate information provided for the engineer/engineering firm?
E 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)

Project
f 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 latter 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"Ifith 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(!es) to the owner of the'JWJTF 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 I 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
criteria or outside of the permit. For instance, minimum cover; slope; minimum separation dist
line size changes; length; reroutes; additional lots than permitted; pump station alarms; pump cyc
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)

c Number:Check Numb �55365
Date: . 7/23/2007, Check.Amt: $40.,0.00
Type„ Date Reference Balance - Discount- P,ay Amount
Invoice 07/23/07. $400,.00 $000 $400..00:
_ - - - -
. - -- — -
55365 .
55365
�71�IL�
WGILL ASSOCIATES, P.A Branch Banking and Trust Company
P.O:BOX 2259 ,
ASHEVIL'LE,NG:28802, ttztsat
PH:[phone], Y
Exa y hundred and no 7 tt 100Dollars o
Ctl Four
DATE . AMOUNT
7,/23/-2007 $400.00
PAY
TO THE N C DENR` =
ORDER OPERATI NG ACCOUNT . U oF.; 1633. Mail:Service 'Center t
t
Raleigh NC 27699-1633
r_
AUTHORIZED SIGNATURE-
0
SS36Sn' 1:0S3 L0112 L1:000S 2 1 S 0 S 9 S 20ii'
0 2Oq�

Michael F. Easley,Governor
William G. Ross Jr.,Secretary
North Carolina Department of Environment and Natural Resources'
r Coleen H. Sullins, Director
Division of Water Quality
SURFACE WATER PROTECTION SECTION ' F-7 1 L
August 8, 2007 ,�,, wR + nn� ssKstM R ;
CERTIFIED MAIL
RETURN RECEIPT REQUESTED - 7006 3450 0002 7064 0048
Ms. Grace Calhoun, Superintendent
Avery County School System
Post Office Box 1360
Newland, North Carolina 28657
SUBJECT: Deemed Permitted
Wastewater Collection System
Permit No: WOCSDO262
Avery County Middle School
Avery County School System
Avery County
Dear Ms. Calhoun:
I am hereby issuing wastewater collection system permit number WQCSD0262 to the
Avery County School System for the new sewage collection serving the Avery County Middle
School.
New regulations (15 A NCAC 02T — Waste Not .Discharged to Surface Waters) were
implemented by the North Carolina Environmental Management Commission on September 1,
2006. These Regulations place significant operation, maintenance and reporting requirements
on those entities that own or operate a wastewater collection system with average daily flows of
less than 200,000 gallons per day which includes the Avery County School System's collection
system serving the Avery County Middle School.
This letter is provided as guidance to assist you in complying with the new reporting and
operations and maintenance (O&M) requirements and to advise you that you are subject to
system review, inspections and possible enforcement, if the system is not in compliance with the
regulation.
In order to comply with the regulations, the following specific criteria is required by
15 A NCAC 02T .0403: o��
NorthCarolina
�Vatt�ra!!y
North Carolina Division of Water Quality 2090 US Hwy 70; Swannanoa, NC 28778 Phone[phone]
Internet: www.ncwaterquality.org Customer Service 1-877-623-6748 FAX[phone]
An Equal Opportunity/Affirmative Action Employer—50%Recycled/10%Post Consumer Paper

(1) The sewer system must be effectively maintained and operated
discharge to land or surface waters and to prevent any contraventio
standards or surface water standards.
(2) A map of the sewer system must be been developed and actively maintained.
(3) An operation and maintenance plan and log including pump station inspection
.frequency; preventive maintenance schedule, spare parts inventory and overflow
response'must be developed, implemented and maintained.
(4) Pump stations that are not connected to a telemetry or SCADA system (i.e., remote
alarm system), must be inspected by the permittee or its representative every day (i.e.,
365 days per year).
(5) Pump stations that are connected to a telemetry OR SCADA system must be
inspected at least once per week.
(6) High-priority sewer lines must be inspected by the permittee or its representative at
least once every six months and inspections documented.
(7) A general observation of the entire sewer system must be conducted and
documented by the permittee or its designated representative at least once per year.
(8) Overflows and bypasses must be reported to the appropriate Division,of Water Quality
Regional Office in accordance with 15A NCAC 02B .0506(a) and public notice must be
provided as required by G.S. 143-215.1 C.
(9) A Grease Control Program must be in place as follows:
(A) For publicly owned collection systems, the Grease Control Program shall include
at least biannual (twice a year) distribution of educational materials for both
commercial and residential users and the legal means to require grease
interceptors for new construction and retrofit, if necessary, of grease interceptors
at existing establishments. The plan shall also include legal means for inspections
of the grease interceptors, enforcement for violators and the legal means to control
grease entering the system from other public and private satellite sewer systems.
(B) For privately owned collection systems, the Grease Control Program shall include
at least biannual (twice a year) distribution of grease educational materials to
users of the collection system by the permittee or its representative.
(C) Grease educational materials shall be distributed more often than required, if
necessary to prevent grease-related sanitary sewer overflows.
(10) Right-of-ways and easements must be maintained in the full easement width for
personnel and equipment accessibility.
(11) All documentation shall be kept for a minimum of three years, with exception of the
map, which shall be maintained for the life of the system.

ised that the Asheville Regional Office will be performing NPDES
ction System inspections sometime in the near future. You should be
monstrate compliance with all criteria listed above.
his office has a WWTP Consultant on staff to offer assistance to you in complying with
requirements of the regulation. Should you wish to take advantage of this offer of
assistance, please call Don Price at 828-296-4500. If you decline assistance, are inspected and
don't meet the requirements of the regulation, you will receive a "Notice of Violation" and will be
subject to possible enforcement action.
Should you have questions or need additional information regarding this issue, please
contact Roy Davis in this office at [phone].
Sincerely,
Roger C. Edwards, Supervisor
Surface Water Protection Section
cc: Roy Davis - ARO - w/out enclosure
Don Price - ARO -w/out enclosure
Deborah Gore - PERCS Unit - w/out enclosure
DWQ - SWPS - Central Office Files - w/out enclosure - -

Gill
A S S O C I A T E S 0'
anrri -
y:,1984-20D9
...
June 23,2009
Mr. Roger Edwards
Surface Water Protection Supervisor
Asheville Regional Office
North Carolina Department of Environment
And Natural Resources
Division of Water Quality
2090 US Highway 70
Swannanoa,North Carolina 28778
Re: Avery County School Systems
Sewer Improvements
Permit#WQ0032042
Avery County,North Carolina
Dear Mr. Edwards:
Please find enclosed the "Engineering Certification" for permit No.
WQ0032042, Avery County School System, Avery County Middle School. Work on the
project has been completed and the attached certification is enclosed. I will submit under
separate cover a copy of the"Record Drawings"for the project.
If you have any questions please give me a call.
Sincerely,
McGILL ASSOCIATES, P.A.FFF
M. Keith Webb,P.E. I }} j
Vice President I �' �1 U N 2.4 2009
Enclosures
`,HATER QUALITY SECTION
cc: Grace Calhoun w/enclosure _ �•�'F=NIECE REGIONAL OFFICE
Roy Davis,w/enclosure
Angelo Accetturo w/enclosure
R/05729/letters/reDiune09
Engineering Planning Financ -e
McGill Associates, P.A. P.O. Box 225), Asheville, NC 28802 •. 38 Orange Sheet, Asheville, NC 28801
828-252-0575 • Fax: [phone]

042 Avery County School System. Avery County MiddldrS6h-qol-Avery County. August 3 2007
1
a
ERING CERTIFICATION — POST CONSTRUCTION7 �'f
J 'JUN
�
System Description: j 20t79
! it
j
800 linear feet of 8-inch diameter gravity = ---'ILL Ty
_lo
.J
9 Y 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
ii�� r El Part ial N Final
I,n'1• -Ka 4l ) VU 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:
.....................................................................................................
.•� ' ,s� Slp,.'� SEND THIS FORM &SUPPORTING DOCUMENTATION
�1. WITH REQUIRED ATTACHMENTS TO THE FOLLOWING ADDRESS
I �C ? ROGER C. EDWARDS
Co
SURFACE WATER PROTECTION SUPERVISOR
''•• F'GfN�`;Q:rr JJ•r� i ASHEVILLE REGIONAL OFFICE
�.•••'''••••• ,�.r 2090 US HIGHWAY 70
�'''� 1a�;;.•�'' SWANNANOA, NC 28778
.... � 3r .......
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.

tate of North Carolina
Department of Environment
and Natural Resources •
Asheville Regional Office
Michael F.Easley, Governor NCDENR
William G.Ross,Jr., Secretary
Alan W.Klimek,P.E.,Director NORTH CAROLINA DEPARTMENT OF
ENVIRONMENT AND NATURAL RESOURCES
Division of Water Quality
WATER QUALITY SECTION
June 17, 2002
The Honorable Beatrice Daniels, Mayor
Town of Newland
Post Office Box 429
Newland, North Carolina 28657
SUBJECT: Permit No. WQ0021403
Town of Newland
Replacement Sewers
Wastewater Collection System Rehab
Avery County
Dear Mayor Daniels: k_
In accordance with your application received May 23, 2002, please find attached Permit No.
WQ0021403 for the construction and operation of the subject wastewater collection system
replacement and rehabilitation. 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.
1

Beatrice Daniels, Mayor
June 17, 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 the Town of Newland for the construction, replacement and operation of approximately
3,701 linear feet of 8 inch DIP gravity sewer, 1,353 linear feet of 12 inch HDPE gravity sewer, 597
linear feet of 12 inch PVC gravity sewer, 2,665 linear feet of 12 inch DIP gravity sewer, 822 linear
feet of 18 inch PVC gravity sewer and 860 linear feet of 18 inch DIP gravity sewer, pursuant to the
application received May 23, 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 Town of
Newland's Wastewater Treatment facility (NPDES Permit No. NC0021857) 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. Mike Parker at
828/251-6208.
Sincerely,
Alan W. Klimek
Enclosure
xc: Avery County Health Department
Non-Discharge Permitting Unit
Vaughn & Melton-Asheville
Mike Parker
2

Irr NORTH CAROLINA
ENVIRONMENTAL MANAGEMENT COMMISSION
DEPARTMENT OF ENVIRONMENT AND NATURAL RESOURCES
RALEIGH
WASTEWATER COLLECTION SYSTEM EXTENSION PERMIT
TOWN OF NEWLAND
SEWER SYSTEM REPLACEMENT AND REHABILITATION
PERMIT NUMBER WQ0021403
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.
3

WQ0021403
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 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

IFQ0021403
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 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.
12. This permit shall be for the construction of replacement gravity sewers of the wastewater
collection facilities only.
Permit issued this the 17th day of June, 2002.
NORTH CAROLINA ENVIRONMENTAL MANAGEMENT COMMISSION
;IZanU�K/Iimek. P.E., Director
Division of Water Quality
By Authority of the Environmental Management Commission
Permit Number WQ0021403
5

Permit No. WQ0021403
June 17, 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, Sewer System Replacement and Rehabilitation, Town of Newland, N.C., Avery County
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 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
6

05/28/02
Permit Number WQ0021403 Permit Tracking S3
Program Category Status Project Type
Non-discharge In review New Project
Permit Type Fast Track Version Permit Classification
Gravity Sewer Extension, Pump Stations, & Individual
Pressure Sewer Extensions
Primary Reviewer Permit Contact Affiliation
forrest.westall
Permitted Flow
Facility
Facility Name Major/Minor Region
Existing Sanitary Sewer ;.,, Minor Asheville
Project l� � - County
� Avery
MAY 2002
n Facility Contact Affiliation
i l }I113Ei�uli�?I�Y��Lii_�;� �
Owner
Owner Name Owner Type
Town of Newland Government - Municipal
Owner Affiliation
Cecil Lewis
P.O. Box 429
Newland NC 28657
Dates/Events
Draft Scheduled Public
Orig Issue App Received Initiated Issuance Notice Issue Effective Expiration
05/23/02
Regulated Activities Requested/Received Events
NULL RO staff report received
RO staff report requested
Additional information requested
Additional information received
Outfall NULL
Wa e_rbgd Name Stream Index Number Current Class Subbasin
S
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wme"OfF CENTURA K
w", I Engineers-Archi;ectE I �%`I l i ' `' P.O. Box
t
1318 F Patton Avenue 1 D Li I , "3 Asheville,NC ruti02
Asheville,North Carolina 28806
PO Box 16339 66-85/531 .
Asheville,North Carolina 28816
DATE CHECK NO. 2961 AMOUNT
!1P-C qO(). D U
PAY )1c
ORDER ,
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OF
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AUTHORIZED SIGNATURE
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- j:0531008 SO 1:09400 246TGum
- - -

VAUGHN & MELTON
Consulting Engineers LIETUIEM UIF MRASMITTTQL
1318-F PATTON AVENUE
ASHEVILLE, NORTH CAROLINA 28806
[phone] DATE
1�Ii a J�ooJ_�`V
FAX[phone]
ATTENTION
TO n G r-�)1✓1'L R 'N'j_ &I O
RE:
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WE ARE SENDING YOU DAttached ❑ Under separate cover via the following items:
> ❑ Shop drawings ❑ Prints ❑ Plans ❑ Samples ❑ Specifications
❑ Copy of letter ❑ Change order ❑
COPIES DATE NO. DESCRIPTION
�-i;
,� 0 �c-;�'�.�.-d � c:�� (cs-�- 1 tz�c-��
THESE ARE TRANSMITTEDas checked below:
VFor 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 ❑
❑ FOR BIDS DUE 19 ❑ PRINTS RETURNED AFTER LOAN TO US
REMARKS
.nY �OG2 MAY 2 3 2002
COPY TO SIGNED: �+

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).
124 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.
IWE. 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 i'�k IMAY 3 0 ?_ll•`1
NON-DISCHARGE PERMITTING UNIT
By U.S.Postal Service: By Courier/Special Delivery b"1?l Eld.��`L;i,Ll i`ti'S._l'_.;
1617 MAIL SERVICE CENTER 512 NORTH SALISBURY STREET-i-S TE4._,19-1=-`� '_
RALEIGH,NORTH CAROLINA 27699-1617 RALEIGH,NORTH CAROLINA 27604
TELEPHONE NUMBER: [phone]
FACSIMILE NUMBER: [phone]
For more information,visit our web site at:h2o.enr.state-nc.us/ndpu4 _-_.__— _
FED^E;vcD
2 3 2002
FORM: FTA 06/00 Page 1 of 5
'•<U!`-DISCHARGE PERVIT

DJApplication Number: v" �v" A (to be completed by DWQ)
GENERAL INFORMATION:
1. Applicant's name(name of the municipality,corporation,individual, etc.):
gg
cl - � Vy 9-�C
2. Owner's or signing official's name and title(15A NCAC 2H.0206(b)):
3. Name and complete address of applicant:
City: e- CLY State: Y\`u Zip: QYJ
Telephone number: (Q, X� ) `7.3._S "J-O D-3 Facsimile number: ']93 - ao J,217
4. Project name(name of the subdivision,facility or establishment,etc.)`:' `
5. County where project is located:
6. Fee submitted: $ z,`_151: (See Instruction C.)
7. Name and complete address of engineering fumCl:ed` _m. �� �"`t ` C.yo^�� % 2N a
City: Ike r\P 3%�V State: Y\C1 Zip: Y6 0(0
Telephone number: (?,I ) 153—,,q-7q L, Facsimile number: ( S'a.R) ,15-3-Wto 4
8. Name and affiliation of contact person who can answer questions about application:
H. PERMIT INFORMATION: L-
1. Project is: new; modification 3 D 2002
7
2. If this application is being submitted as a result of a modification to an. existing permit, provide: 3 .
existing permit number and the issuance date777
=
3. Applicant is: 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.):
2. Volume of wastewater generated by this project: gallons per day
3. Explanation of how wastewater flow was determined(15A NCAC 2H.0219(1))--�,%�yec
;11_5N- h2��c,c. 1�c �i2-ef�t�r� c1 �1 y�o S— V�� lNe T 161
4. Nature of wastewater: 100 %Domestic/Commercial; %Industrial;
%Other waste-specify: MAY 2 3 2002
FORM: FTA 06/00 Page 2 of 5 L____
WONI-DISCHARGE PERIVTF

If wastewater is industria,u,,iature:
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: nn
1. Brief project description: C.4—�Dvb l G, GUG) L r. v-P c Fcc''y' -
SC� .k� 1%`t��S
2. Owner and name of wastewater treatment facility(WWTF)receiving wastewater(See Instruction F.): _
'i,:�,.;,� o� i/��:.,�1e�n�� Y���1c�nd i1�c�sFe:►�c,�� 1r�c�w�.P>1-4-
3. WWTF permit number(NCOO***** or WQ00*****): j'\c DG a l Ro 7
4. List the owner(s) of any intermediate sewers if different from applicant or owner of WWTF (See
Instruction F.):
5. Summary of GRAVITY SEWER to be permitted:
Diameter Length
(inches) (linear feet)
13 53'
Win'
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? _-1/— Yes; No. If no, please
identify criteria and explain:
7. Summary of PUMP STATIONS to be permitted:
No.or Design Flow Pump Operational Points Reliability Option
Name (MGD) GPM @_feet TDH Selected
FORM: FTA 06/00 Page 3 of 5

Summary of FORCE to be permitted:
Diameter Length
(inches) (linear feet)
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? 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

CER IFICATIONS
Professional Engineer's Certification:
I, !l�(t Q• C ,attest that this application for I jo,,�,
Qe\A. pco. - has been reviewed by me and is
accurate, complete and consistent with the information in t e 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:
0
1N�121Ul�plp�, .•j°�aa..r�q����
�a �.•AdrEssro'.1. ? 4 EESSIp • •.'y':N I�.�a._ ,-.= -�=_-._:.._'_,� �
SEAL 3 0 2002
16267 •CI IV _ _- �i E
�. .��. GIN4f�VffER 0,81IIYSE(NI
,I II�.�'fl 9-E_REGIO VIL UFWE
Applicant's Certification:
C1 LO_ n���5 ,attest that this application for wy-, 6n
ey-is-� AEI h• �W.er '�.e 4N• r f has been reviewed by me and is
accurate and c6hplete to the best of my knowledge. I understand hat 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 violation.
Signaturq Date: ti s-as
^� RECEIV—G��_.. . .
1AVJER QUA!IT';' :=EC:'`
MAY 2 3 2002
I idON-DISCHARGE PERNo
FORM: FTA 06/00 Page 5 of 5 9 ,w�.

State of North Carolina
Department of Environment
and Natural Resources Asheville Regional Office _ _ 0&.
Michael F.Easley,Governor William G.Ross,Jr., Secretary NCDENR . -
Gregory J.Thorpe,Ph.D.,Acting Director NORTH CAROLINA DEPARTMENT OF
ENVIRONMENT AND NATURAL RESOURCES
Division of Water Quality
WATER QUALITY SECTION
March 18, 2002
The Honorable,Beatrice Daniels, Mayor
Town of Newland
Post Office Box 429
Newland, North Carolina 28657
SUBJECT: Permit No. WQ0021111
Town of Newland
New Vale Road Sewer
Wastewater Collection System Extension
Av ry County
Dear Mayor Daniels:.
In accordance with your application received May 6, 2002, please find attached Permit No.
WQ0021111 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. Please note
condition 12 of the permit regarding future flow allocation to the wastewater collection system. This
permit shall be only for construction of the wastewater collection facilities. No flow shall be made
tributary to the subject facilities until an application to modify this permit is submitted (with the
appropriate fee), a modified permit is issued and the Engineers Certification is received and approved
by the Division.
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
1 ,

Beatrice Daniels, Mayor
March 18, 2002
Page Two
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 Newland for the construction and operation of approximately 777 linear feet
of 8 inch gravity sewer, pursuant to the application received March 6, 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 Town of
Newland's Wastewater Treatment facility (NPDES Permit No. NC0021857) 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. Mike Parker at
828/251-6208.
Sincerely,
Gregory J. Thorpe, Ph.D.
Enclosure
xc: Avery County Health Department
Non-Discharge Permitting Unit
Vaughn & Melton-Asheville
Mike Parker
2

NORTH CAROLINA
ENVIRONMENTAL,MANAGEMENT COMMISSION
DEPARTMENT OF ENVIRONMENT AND NATURAL RESOURCES
RALE�IGH
WASTEWATER.COLLECTION SYSTEM EXTENSION PERMIT
NEW VALE ROAD SEWER
PERMIT NUMBER WQ0021111
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 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 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

WQ0021111
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 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

WQ0021:111
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.
.t
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 betaken.to ensure that the problem does not recur.
12. This permit shall be for the construction of the wastewater collection facilities only. No flow
shall be made tributary to the subject facilities until permit modification application is
submitted (with the appropriate fee), a modified permit is issued, and the Engineer's
Certification is received and approved by the Division.
Permit issued this the 18th day of March, 2002.
NORTH CAROLINA ENVIRONMENTAL MANAGEMENT COMMISSION
regory J. Thorpe, Ph.D., Acting Director
Division of Water Quality
By Authority of the Environmental Management Commission
Permit Number WQ0021111
5

Permit No. W00021111
March 18, 2002
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
project, New Vale Road Sewers, Town of Newland, NC, Avery County for the Permittee hereby
Project Name Location and County
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
6

,:State of North Carolina
Department of Environment, Health and Natural Resources
Division of Environmental Management
NON-DISCHARGE PERMIT APPLICATION
GRAVITY SEWER COLLECTION SYSTEMS
This form maybe photocopied for use as an original. Pump Stations, force mains and low pressure sewers
(including S.T.E.P. systems) are not to be included as part of this application package.
Any changes made to the content of this form shall not be allowed and will result in the
application being returned.
This application will not be accepted by DEM unless all of the applicable items are included
with the submittal.
I. REQUIRED ITEMS CHECKLIST:
Please indicate that you have read the following list of application requirements by signing your initials in the space provided
next to each item.
AMlicant's Initials
1. One original and one copy of the completed and properly executed application form.
2. The appropriate permit processing fee,in accordance with 15A NCAC 2H.0205(c)(5). The fee for
sewer extensions is$400. The fee for sewer extensions by partially delegated municipalities
(applies only to those governmental jurisdictions that have specific delegation review authority,
as granted by the Division of Environmental Management)is$200.
3. If the owner/authority of the wastewater treatment facility(WWT F)ar4or collection system that will be
accepting the wastewater flow from this project is different from the applicant of the project,then a letter(s)
must be provided from the owner/authority of the WWTF and/or collection system specifying the
volume of flow that will be accepted. The letter(s)should be recent(within one(11 year)and should
refer to the project by the same name as that identified on the application and the plans/specifications.
4. If the application is being submitted in the name of a privately owned public utility,written
documentation 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,
written documentation must be provided from the Utilities Commission acknowledging these areas
are covered under an existing franchise.
5. One original and two copies of a properly executed Operational Agreement must be submitted if the
sewer extension will be serving single family residences,condominiums,or town houses AND if the
subject sewer extension is owned by the individual residents,a homeowners association,or a developer.
II. PERMIT INFORMATION: r SO`C Project: Yes No.
f
1. Application Number(will be completed by DEK: !A20
2. Specify whether project is: X new modification.
3. If this application is being submitted as a result of a modification to an existing permit,please complete:
existing permit number N/A and permit issue date N/A
4. Specify whether the applicant is: X public private.
5. Application Date: 2.-19-0 . 6. Fee Submitted: S 400,00
7. County(ies) where project is located: Avery
8. Applicant's Name (Please specify the name of the municipality,corporation,individual,etc
Town of Newland D r
MAR 6 1
rl
FORM: GSPA 02/96 Page 1 of 4
WATER QU;�.� -.,-
1,400 copies of this document were printed at a cost of S117.32,or$0.084 r. �`ViLiC

III. GENERAL INFORMATION:
1. Print Owners or Signing Official's name and title(the person who is legally responsible for the facility .:ttd ilzompql.�,
Mayor Beatrice Daniels
2. Mailing address: P. 0. Box 429
City: Newland State: North Carolina Zip: 28657-0429
Telephone Number. ( 828 ) 733-2023
3. Project Name (Please specify the name of the subdivision,facility, or establishment. The name should be consistent with
the project name on plans,specifications,letters of flow acceptance,Operational Agreements,etc.):
Proposed Sewer Line along goad
IV. INFORMATION ON WASTEWATER:
1. Nature of Wastewater. 100 %Domestic/Commercial %Industrial
Rb Other(specify)
2. Volume of wastewater generated by this project: 0 gallons per day.
3. Explanation of how wastewater volume was determined: This is an extension to serve a proper
which is not developed, but the extension was part of-an agreement between the Town
and present Owner.
4. Name of wastewater treatment facility receiving wastewater. Newland lVastewater Treatment Plant
Owner of wastewater treatment facility: Town of Newland
Facility Permit Number. NC00 21857 or WQ
5• Indicate any parameters(and their concentrations)which will be greater than normal domestic levels:
None
6. 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
7. If a pretreatment permit is required,has one been issued? N/A Yes No. If Yes,please juagti a copy of
the pretreatment permit. If No,when will one be issued?
FORM: GSPA 02/96 Page 2 of 4

FPDES17GNINFORMATION:
1. ary of GRAVITY SEWER to be permitted,by diameter and length:
Diameter inches Length Qinear feet)
8" 7771
2. Are there any sections of the Gravity Sewer Minimum Design Criteria or 15A NCAC 2H.0200 with which the subject
wastewater collection system will not be able to comply? Yes X No. If Yes,please identify and explain:
t 'A:4 ,`
IMPORTANT:
If you responded Yes to question V.2 above, the completed application package,
including two (2) copies of plans. specifications. supporting information and
any other materials, should be submitted for an. individual permit.
FORM: GSPA 02/96 Page 3 of 4

VI. CERTIFICATIONS:
Name and Complete Address of Engineering Firm: Vaughn & Melton Consulting Engineers
1318—F Patton Avenue
City: Asheville State: NC Zip: 28806
Telephone Number. ( 828 ) 253-2796
Professional Engineer's Certification:
I, M"C,.x G ,attest that this application for
Proposed Sewer Line along New Vale Road
has been reviewed by me and is accurate and complete. I further attest the proposed design has been prepared in accordance with the
applicable regulations and the North Carolina Gravity Sewer Minimum Design Criteria adopted February 12, 1996. Although certain
portions of this submittal package may have been developed by other p,--ofessionals,inclusion of these materials under my signature
and seal signifies that I have reviewed this material and have judged it to be cgosisteq;with the proposed design.
North Carolina Professional Engineer's Seal,Signature,and Dace: •''.�N CARp
O o Ny!
SEAL '
16267
0'S''' FNciNE�� oJ,t _
A••C ��
Applicant's Certification:
I,_Al s A-T121 GF D 4 Nl r-1, ,attest that this application for
Proposed Sewer Line along New Vale Road
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. Upon approval and completed construction, I will operate this system in accordance with the
North Carolina wastewater col.le,{c�tion permit requirements.
Signature V/�d. .c! c�yam/!J(a.,� .,Y� Date Ca-a 5-o--)-
THE COMPLETED APPLICATION PACKAGE, 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 �
RALEIGH, NORTH CAROLINA 27626-0535
TELEPHONE NUMBER: (919) 733-5083
FORM: GSPA 02/96 Page 4 of 4

F1AUGHN & MELTON W006_1z1111z
Consulting Engineers L[ET�[EQ OIF 'TIMQHSE FT QL
318-F PATTON AVENUE
ASHEVILLE, NORTH CAROLINA 28806
DATE JOB NO.
[phone]
FAX[phone] D 3 D 6
ATTENTIO f
To i�
RE:
-Place P u(� ,,•
A'a ti�` U'k to d CS 11 i v-
�1ske%31 f� o'�C ��� � 0•evj) gvid I/q C
I �
WE ARE SENDING YOU W/Attached ❑ Under separate cover via the following items:
> ❑ Shop drawings ❑ Prints ❑ Plans ❑ Samples ❑ Specifications
❑ Copy of letter ❑ Change order ❑
COPIES DATE NO. DESCRIPTION
Pi tkV\,s C�=�� U�'�� -0
f �k .rt -? q00- 00
THESE ARE TRANSMITTED as checked below:
❑ For approval ❑ Approved as submitted ❑ Resubmit copies for approval
Lt�'For your use ❑ Approved as noted ❑ Submit copies for distribution
❑ As requested ❑ Returned for corrections ❑ Return corrected prints
❑ For review and comment ❑
❑ FOR BIDS DUE 19 ❑ PRINTS RETURNED AFTER LOAN TO US
REMARKS
COPY TO SIGNED: I

VAUGHN & MELTON ENGINEERS-ARCHITECTS
DATE INVOICE NO. DESCRIPTION .INVOICE AMOUNT DEDUCTION BALANCE
9
CHECK CHECK TOTALS L/ V
DATE �- 0.2 NUMBER 2918 y0�
PLEASE DETACH THIS PORTION AND RETAIN FOR YOUR RECORDS
�a Neaten CENTURA BANK
Engineers-Architects P.O. Box 3079
1318 F Patton Avenue Asheville,NC 28802
Asheville,North Carolina 28806 66 85l531
PO Box 16339
Asheville,North Carolina 28816 9
DATE CHECK NO.. 2918 AMOUNT
3-y-o;z � ys_n dT
PAY 5 � ��� C�`,�,s,Qw"t' �� � ��.�.a✓�
TO THE
ORDER iV,�, _� n�yy}�//JJ o'►V}
OF lY��CC�(.Ca�l %L�� 2
�WAAd A C
AUTHORIZED SIGNATURE

f

State of North Carolina
Department of Environment, Health and Natural Resources
Division of Environmental Management
NON-DISCHARGE PERMIT APPLICATION
GRAVITY SEWER COLLECTION SYSTEMS
This form may be photocopied for use as an original. Pump Stations, force mains and low pressure sewers
(including S.T.E.P. systems) are not to be included as part of this application package.
Any changes made to the content of this form shall not be allowed and will result in the
application being returned.
This application will not be accepted by DEM unless all of the applicable items are included
with the submittal.
I. REQUIRED ITEMS CHECKLIST:
Please indicate that you have read the following list of application requirements by signing your initials in the space provided
next to each item.
Applicant's Initial
1. One original and one copy of the completed and properly executed application form.
2. The appropriate permit processing fee,in accordance with 15A NCAC 2H.0205(c)(5). The fee for
sewer extensions is$400. The fee for sewer extensions by partially delegated municipalities
(applies only to those governmental jurisdictions that have specific delegation review authority,
as granted by the Division of Environmental Management)is$200.
3. If the owner/authority of the wastewater treatment facility(WWTF)and/or collection system that will be
accepting the wastewater flow from this project is different from the applicant of the project,then a letter(s)
must be provided from the owner/authority of the WWTF and/or collection system specifying the
volume of flow that will be accepted. The letter(s)should be recent(within one[1]year)and should
refer to the project by the same name as that identified on the application and the plans/specifications.
4. If the application is being submitted in the name of a privately owned public utility,written
documentation 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,
written documentation must be provided from the Utilities Commission acknowledging these areas
are covered under an existing franchise.
5. One original and two copies of a properly executed Operational Agreement must be submitted if the
sewer extension will be serving single family residences,condominiums,or town houses AND if the
subject sewer extension is owned by the individual residents,a homeowners association,or a developer.
II. PERMIT INFORMATION: SOC JProject: Yes No.
1. Application Number(will be completed by DEM):
2. Specify whether project is: X new modification.
3. If this application is being submitted as a result of a modification to an existing permit,please complete:
existing permit number N/A and permit issue date N/A
4. Specify whether the applicant is: X public private.
5. Application Date: 2.-1 9-02 6. Fee Submitted: $ 400,00
7. County(ies)where project is located: Avery
8. Applicant's Name lease �' ('-
PP (P specify the name of the municipality,corporation,individual,e l�YJ �N7 t; y
Tmm of NeT.71and �
a : . MAR
FORM: GSPA 02/96 Page 1 of 4
1,400 copies of this document were printed at a cost of$117.32,or$0.084 per copy."

III. GENERAL INFORMATION:
I. Print Owners or Signing Official's name and title (the person who is legally responsible for the facility ::ndlzompql,W
1"layor Beatrice Daniels
2. Mailing address: P. 0. Box 429
City: Newland State: Nor h-Carolina Zip: _ 28657-0429
Telephone Number. ( 828 ) 733-2023
3. Project Name(Please specify the name of the subdivision,facility,or establishment. The name should be consistent with
the project name on plans,specifications,letters of flow acceptance,Operational Agreements,etc.):
Proposed Sewer Line along New Vale goad
IV. INFORMATION ON WASTEWATER:
1. Nature:of Wastewater: 100 %Domestic/Commercial %Industrial
%Other(specify)
2. Volume of wastewater generated by this project: 0 gallons per day.
3. Explanation of how wastewater volume was determined: This is an extension to serve a property
which is not developed, but the extension was part of-an agreement between the Tov
and present Owner.
4. Name of wastewater treatment facility receiving wastewater. Newland ldastewater Treatment Plant
Owner of wastewater treatment facility: Town of Newland
Facility Permit Number. NC00 21857 or WQ
5. Indicate any parameters(and their concentrations)which will be greater than normal domestic levels:
None
6. 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
7. If a pretreatment permit is required,has one been issued? N/A Yes No. If Yes,please A=rh a copy of
the pretreatment permit. If No,when will one be issued?
FORM: GSPA 02/96 Page 2 of 4

FPDESIGN INFORMATION:
1. Summary of GRAVITY SEWER to be permitted,by diameter and length:
Diameter inches Length 2inear feet)
8" 7771
2. Are there any sections of the Gravity Sewer Minimum Design Criteria or 15A NCAC 2H.0200 with which the subject
wastewater collection system will not be able to comply? Yes X No. If Yes,please identify and explain:
If you responded Yes to question V.2 above, the completed application package,
including two (2) copies of nla._ ns=specifications, suDDo�g information and
any--other materials, should be submitted for an individual permit.
FORM: GSPA 02/96 Page 3 of 4

VI. CERTIFICATIONS:
Name and Complete Address of Engineering Firm: Vaughn & 14elton Consulting Engineers
1318-F Patton Avenue
City: Asheville State: NC Zip: 28806
Telephone Number. ( 828 ) 253-2796
Professional Engineer's Certification:
I, /Vi w��.Q Q �'�.U��+� -,attest that this application for
Proposed Sewer Line along New Vale Road
has been reviewed by me and is accurate and complete. I further attest the proposed design has been prepared in accordance with the
applicable regulations and the North Carolina Gravity Sewer Minimum Design Criteria adopted February 12, 1996. 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 b4,roonsWtqpt with the proposed design.
•'" CAR
O
North Carolina Professional Engineer's Seal,Signature,and Date: 'OQ'(�`
s• ':•��ESSIp'
•4
` SEAL
16267
e
tiq•• Facir���:4•;��,_
F4••A
"go",.......
...N.I
�c.--Q
Applicant's Certification:
3 - Z- oZ
I, B PA rpi G E_ (.� , .A A-m si,_5 ,attest that this application for
Proposed Sewer Line along New Vale Road
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. Upon approval and completed construction, I will operate this system in accordance with the
North Carolina wastewater collection permit requirements.
Signature ��6 , b % %41 c.r--•
Date a- g-oa
THE COMPLETED APPLICATION PACKAGE, INCLUDING ALL SUPPORTING INFOR A1I(QN=_ND
MATERIALS, SHOULD BE SENT TO THE FOLLOWING ADDR
NORTH CAROLINA DIVISION OF ENVIRONMENTAL MANA E ENT `
WATER QUALITY SECTION
PERMITS AND ENGINEERING UNIT �'
POST OFFICE BOX 29535
RALEIGH, NORTH CAROLINA 27626-0535 G'
-_
TELEPHONE NUMBER: (919) 733-5083
FORM: GSPA 02/96 Page 4 of 4 __ _

ENGINEER'S CERTIFICATION
I, Y. Ellis Spake, 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
Cemetery Road Sanitary Sewer Extension Newland, NC
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 s I compliance
and intent of the approved plans and specificati rP` o,� r3m�
Q
Signature Re ist �S. 049
a �� i�ccyy"�a�te" �^,•?,
This project was approved May 14, 1992 under Divisiorl�ti[tfrx °'s mental '
tfil: :s..ybdD
Management Permit #WQ-0006349.
�J
The Division of Environmental Management hereby
acknowledges receipt and acceptance of this Engineers
Certification
P1Ip{ �fl i ��hl�
APR 21994 i,c b
I i,f, 4

U
State of North Carolina
Department of Environment, Health and Natural Resources
Division of Environmental Management
512 North Salisbury Street•Raleigh,North Carolina 27611 - a
George T.Everett,Ph.D
James G.Martin,Governor Director
William W.Cobey,Jr.,Secretary
June 26, 1992
Mr.Ray Campbell,Vice President
Newland Housing Limited Partnership
P.O. Box 26040
Greensboro, N.C. 27420-6040
Subject: Permit No.WQ0002057 Amendment
Newland Housing Limited Partnership
Pine Ridge Apartments
Sewer Extension
Avery County
Dear Mr.Campbell:
In accordance with your application for�pi�Junamendment
26 m 992,etotved Newland Hous 12, ing Limited
92, we are
forwarding herewith Permit No. WQration 7
Partnership for the construction and operationtion from of the subject
02 linear feet to 3119 li ear feet of 8 inch gravity
amendment is for a reduction and reconfigure
sewer lines, (original lines were never built). And,the original flow is changed from 5,160 GPD to a total
of 7440 GPD.
This permit shall be effective from the date of issuance until resed ebyav io ds Pertnito the
No
P
conditions and limitations as specified therein. Issuance of permit
WQ0002057 issued August 4, 1989.
If any parts,requirements,or limitations contained in thi it are 30 daycs fol obwi le to you,you of this
have
the right to request an adjudicatory hearing upon written requestconforming
to Chapter 150B of North
permit. This request must be in the form of a written petition,
earings, P.O. Drawer 27447,
Carolina General Statutes, and filed with the Office
Raleigh,NC 27611-7447. Unless such demands are made this Permit shall be final and binding.
Regional Offices
Asheville r Fayetteville Mooresville Raleigh
913 2314 9 9/946-6481 919!95 3900 919/96 7007
704/251-6208 919/486-1541 704/663 1699 /1
Poilution Prevention Pays
P.O.Box 29535,Raleigh,North Carolina 27626-0535 Telephone [phone]
An Equal Opportunity Affirmative Action Employer

F
O ti ne set of approved plans and specifications is being forwarded to you. If you need additional
maon concerning this matter,please contact Mr. John Seymour at 919l133-5083.
Sincerely,
George T Everett
cc:. Avery County Health Depar=tn ent-I
Asheville Regional'Office�"�T"
Evans Engineering,Inc.

NORTH CAROLINA
ENVIRONMENTAL MANAGEMENT COMMISSION
JFDEPARTMENT 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
Newland Housing Limited Partnership
Avery County
FOR THE
construction and operation of approximately 319 linear feet of 8 inch gravity sewer to serve Pine Ridge
ge of a total of 7,440 GPD (5,160 GPD previously allocated) of collected
Apartments and the dischar
Newland Housing Limited Partnerships existing sewerage system,pursuant
domestic wastewater into the
to the permit amendment application received May 12, 1992, 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 times.
4. The sewage and wastewater collected by this system shall be treated in the Town of Newland
Wastewater Treatment Facility prior to being discharged into the receiving stream.
to change
$. This permit is not transferable. In the event there a formal s permit requestre for the lmust be submitted to the
or there is a name change of the Permittee,
mpanied by an application fee,documentation of this
Division of Environmental Management acco
the parties involved, and other supporting materials as may be appropriate. The
request will be considered on its merits and may or may not be approved.
t
6. Construction of the sewers, pump station(s) and force main shall be scheduled so as not o
interrupt service by the existing utilities nor result in an overflow or bypass discharge of
wastewater to the surface waters of the d
1

r"
upon completion of construction and prior to operation of this Pethat rmitted
permitted facility,cility has been
ust be received from a professional engineer certifying
plans and specifications. Mail the
installed in accordance with this permit and the app P
Certification to the permits and Engineering Unit,P.O.Box 29535,Raleigh,NC 27626-0535.
g. A co 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 perIInt may subject the Permittee
to an enforcement action by the Division of Environmental Management in accordance with North
Carolina General Statute 143-215.6A to 143-215.6C.
10. The issuance of this permit does not preclude aPer imposed
from complying government with
an and .ell
statutes,rules,regulations, or ordinances whit y Po
(local, state,and federal)which have jurisdiction.
11. In the event that the.facilities fail to perform satisfactorily, including the creation obfenuisance
conditions,the Permittee shall take immediate
ion of additional or replacement wasteose aswatermay
collection
by this Division, such as the constructio
facilities.
12. Noncompliance Notification:
al The Permittee shall report by telephone to the tAasnh ev4illleo�Rs ion the next working day fohone no. llowing
6208 as soon as possible,but in no case more
the occurrence or first knowledge of the occurrence of either of the following:
t render the
a. Any process unit failure, due to known or unknown reasons,ort su h as mechanical oraelectrical failures of
incapable of adequate wastewater transp
pumps,line blockage or breakage,etc.
failure of a pumping station or sewer line resulting in a by-pass directly to receiving
b• Any portion of the influent to such station or facility.
waters without treatment of all or any po
rm within
fo
tter
Persons reporting such occurrences by telephone shall also report
e must outline theten report ineaction taken or
15 days following first knowledge of the occurrence. This p
proposed to be taken to ensure that the problem does not recur.
This permit shall become voidable unless the agreement final
tree invent of wastewatewland er s in full
13.
Partnership and the Town of Newland for the collection and fin
force and effect.
14. Issuance of this permit hereby voids Permit No.WQ0002057 issued August 4, 1989.
Permit issued this the 26th day of 7une,1992
NORTH CAROLINA ENVIRONMENTAL MANAGEMENT COMMISSION
C(C-1-J
George T.Everett,Director
Division of Environmental Management
By Authority of the Environmental Management Commission
Permit Number WQ0002057 2

LtNo.WQ0002057
992
ER'S CERTIFICATION
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
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 Registration No.
Date
3

RECEIVED
"'
Water QaJaPity S,�';ier,
MAY 18 1:���>
State of North Carolina
Department of Environment, Health and Natural Resour¢ eville Regiona; C
Division of Environmental Management Asheville, North Carob
• 512 North Salisbury Street•Raleigh,North Carolina 27611 -
James G.Martin,Governor George T.Everett,Ph.D
William W.Cobey,Jr.,Secretary Director
May 14, 1992
Mr.Mike Aldridge,Mayor
Town of Newland
P.O. Box 429
Newland, N.C. 28657
Subject: Permit No.WQ0006349
Town of Newland
Cemetery,Road C.D.B.G.
Sewer Extension
Avery County
Dear Mr.Aldridge:
In accordance with your application received April 2, 1992, we are forwarding herewith Permit
No. WQ0006349 dated May 14, 1992, to the Town of Newland 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 to you,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, P.O. Drawer 27447,
Raleigh,NC 27611-7447. Unless such demands are made this permit shall be final and binding.
Regional Offices
Asheville Fayetteville Mooresville Raleigh Washington Wilmington Winston-Salem _
704/251-6208 919/486-1541 704/663-1699 919/133-2314 919/946-6481 919/395-3900 .919/896-7007
Pollution Prevention Pays
P.O.Box 29535,Raleigh,North Carolina 27626-0535 Telephone [phone]
An Equal Opportunity Affirmative Action Employer

Fa
ne set of approved plans and specifications is being forwarded to you. If you need additional
on concerning this matter,please contact Mr. Michael Allen at 9191733-5083.
Sincerely,
George .Everett -_
cc: Avery Count nth I�epa�rtment
heviIle Regional®ffic
nicipal Engineering-Services Co.,P.A.

NORTH CAROLINA
ENVIRONMENTAL MANAGEMENT COMMISSIONFF `
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 Newland
Avery County
FOR THE
construction and operation of approximately 1,322 linear feet of 8 inch gravity sewer to serve Cemetery
Road C.D.B.G and the discharge of 3,240 GPD of collected domestic wastewater into the Town of
Newland's existing sewerage system, pursuant to the application received April 2, 1992, 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 times.
4. The sewage and wastewater collected by this system shall be treated in the Newland Wastewater
Treatment Facility prior to being discharged into the receiving stream.
S. 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.
1

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 and the approved plans and specifications. Mail the
Certification to the Permits and Engineering Unit,P.O.Box 29535,Raleigh, NC 27626-0535.
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 of Environmental Management 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. 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 no. 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 fast knowledge of the occurrence of either of the following:
a. Any process unit failure, due to known or unknown reasons, that render the facility
incapable of adequate wastewater transport such as mechanical or electrical failures of
pumps,line blockage or breakage,etc.
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.
Permit issued this the 14th day of May, 1992
NORTH CAROLINA ENVIRONMENTAL MANAGEMENT COMMISSION
tO .
r*1CQ1LC r',L 'k
George T.Aerett,Director
Division of Environmental Management
By Authority of the Environmental Management Commission
Permit Number WQ0006349
2

ri,
o.WQ0006349
y 14, 1992
ENGINEERS CERTIFICATION
, 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
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 Registration,No.
Date
3

1 GVater nualii'y SG':tiG11 si
qSCA7F o�
Y�' A
AUG 1 I IP69
Office
i,',ortli Carolina
State of North Carolina
Department of Natural Resources and Community Development
Division of Environmental Management
51.2 North Salisbury Street • R�JPigh, North Carolirla-2761.1.
James G. Martin, Governor R. Paul Wilms
William W. Cobey,Jr., Secretary Director
August 4, 1989
Mr. T. Ray Campbell
Newland Housing Limited Partnership
P.O. Box 3466
Greensboro, NC 27402
Subject: Permit No. WQ0002057
Newland Housing Limited Partnership
Pine Ridge Apartments
Sewer Extensions
Avery County
Dear Mr. Campbell:
In accordance with your application received July 14, 1989, we are forwarding herewith
Permit No. WQ0002057, dated August 4, 1989, to the Newland Housing Limited Partnership 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 to you, 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, P.O. Box 11666, Raleigh, NC 27604. 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. Charles Gordner at
919/733-5083.
Sincerel ,
R. Paul Wilms
>� cc: Avery County Health Department —
AslievilleaRegionalOffice
Hugh Creed Associates, Inc, P.A.
Pollution Prevention Pays
P.O.Box 27687,Raleigh,North Carolina 27611-7687 Telephone [phone]
An Equal Opportunity Affirmative Action Employer

NORTH CAROLINA
ENVIRONMENTAL MANAGEMENT COMMISSION
DEPARTMENT OF NATURAL RESOURCES AND COMMUNITY DEVELOPMENT
RALEIGH
PERMIT
For the discharge of sewage, Industrial Wastes, or Other Waste
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
Newland Housing Limited Partnership
Avery County
FOR THE
construction and, operation of approximately approximately 802 linear feet of 8-inch gravity sewers
to serve Pine Ridge Apartments and the discharge of 5,160 GPD of collected domestic wastewater
into the Town of Newland's existing sewerage system pursuant to the application received July 14,
1989, and in conformity with the project plan, specifications, and other supporting data subsequently
filed and approved by the Department of Natural Resources and Community Development 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 approved plans, 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 shall be properly maintained and operated at all times.
4. The sewage and wastewater collected by this system shall be treated in the Newland
Wastewater Treatment Facility prior to being discharged into the receiving stream.
5. This permit is not transferable until such time as the permittee has requested a name change to
a new permittee. Such request must be accompanied by an application fee, documentation
from the new and current permittees, and other supporting data as may be appropriate.

.i
X
6. Construction of the sewers shall be so 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.
T. This permit shall become voidable unless the agreement .between,the Town of Newland
and Newland Housing Limited Partnership for the collection and final treatment of
wastewater is in full force and effect.
8. 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 approved plans and specifications. Mail
the certification to the Permits and Engineering Unit, P.O. Box 27687, Raleigh, NC
27611-7687.
9. 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 issuance.
10. Failure to abide by the conditions and limitations contained in this permit will subject the
Permittee to an enforcement action by the Division of Environmental Management in
accordance with North Carolina General Statutes 143-215.6.
Permit issued this the 4th day of August, 1989
NORTH CAROLINA ENVIRONMENTAL MANAGEMENT COMMISSION
/-1.1-R. Paul Wilms,Director
Division of Environmental Managptiient
By Authority of the Environmental Management Commission
Permit No. WQ0002057
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, I for the
Project Name or 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 the approved plans and specifications.
Signature Registration No.
Date

U0,
5A7
State of North Carolina
Department of Natural Resources and Community Development
Division of Environmental Management
512 North Salisbury Street o Raleigh, North Carolina 27611
James G. Martin, Governor R. Paul Wilms
William W. Cobey,Jr., Secretary Director
June 13, 1989
The Honorable Mike Aldridge, Mayor
Town of Newland
P. O. Box 586
Newland, NC 28657
Subject: Permit No. WQ0001778
Town of Newland
Vale Road
Sewer Extensions
Avery County
Dear Mayor Aldridge:
In accordance with your application received May 26, 1989 , we are forwarding
herewith Permit No. WQ0001778, dated June 13, 1989, to the Town of Newland 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 to
you, 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, P.O. Box 11666, Raleigh, NC 27604. 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 Ms. Rosanne Barona at 919/
733-5083.
Sincerely,
R. Paul Wilms
cc: Avery County Health Department X;;-4 E d V E D
AshevillE`Regional Officei Water Y:.iahly Sect'i�
Municipal Engineering Service Company
JUN 2 2 1989
Pollution Prevention Pays
(AY P.O.Box 27687,Raleigh,North Carolina 27611-7687 Telephone 919-733-
� p A4vilie Regional Office
An Equal Opportunity Affirmative Action Employer Asheville, North Carolina

NORTH CAROLINA
ENVIRONMENTAL MANAGEMENT COMMISSION
DEPARTMENT OF NATURAL RESOURCES AND COMMUNITY DEVELOPMENT
RALEIGH
PERMIT
For the discharge of Sewage, Industrial Wastes, or Other Wastes
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 Newland
Avery County
FOR THE
construction and operation of approximately 1,391 linear feet of 8- inch gravity sewer to serve Vale
IN
Road and the discharge of 0.0 GPD of collected domestic wastewater into the Town of Newland's
existing sewerage system,pursuant to the application received May 26 ,1989 and in conformity with
the project plan, specifications, and other supporting data subsequently filed and approved by the
Department of Natural Resources and Community Development 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 approved plans, 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 shall be properly maintained and operated at all times.
4. The sewage and wastewater collected by this system shall be treated in the Town of Newland
Wastewater Treatment Facility prior to being discharged into the receiving stream.
5. This permit is not transferable.
6. Construction of the sewers shall be so 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,
certification must be received from a.professional engineer certifying that the permitted
facility has been installed in accordance with the approved plans and specifications. Mail
the certification to the Permits and Engineering Unit, P.O. Box 27687, Raleigh, NC
27611-7687.
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 issuance.
Permit issued this the 13th day of June ,1989
NORTH CAROLINA ENVIRONMENTAL MANAGEMENT COMMISSION
R. Paul Wilms,Director
Division of Environmental Management
By Authority of the Environmental Management Commission
Permit No. WQ0001778
Engineer's Certification
I, , as a duly registered Professional Engineer iii the State of North
Carolina, having been authorized to observe (periodically, weekly, full time) the construction of the
project, for the
Project Name or 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 the approved plans and specifications.
Signature Registration No.
Date

' q Water Quality Section
� M r
AY 2 5 1o89
State of North Carolina Asheville Regional Office
Department of Natural Resources and Community Devel�opmeintorth Carolina
Division of Environmental Management
512 North Salisbury Street• Raleigh, worth Carolina 27611
James G. Martin, Governor R. Paul Wilms
William W. Cobey,Jr., Secretary Director
May 23, 1989
The Honorable Mike Aldridge, Mayor
Town of Newland
P.O. Box 586
Newland, NC 28657
Subject: Permit No. WQ0001585
Town of Newland
Avery High School
Pump Station and Force Main
Avery County
Dear Maory Aldridge:
In accordance with your application received April 14, 1989, we are forwarding herewith
Permit No. WQ0001585, dated May 23, 1989, to the Town of Newland 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 to you,
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, P.O. Box 11666, Raleigh, NC 27604. 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. Jack Floyd at 919/733-5083.
Sincerel ,
Paul Wilms
cc: Avery Count Health Department
McGill Associates
Pollution Prevention Pays
P.O.Box 27687,Raleigh,North Carolina 27611-7687 Telephone [phone]
An Equal Opportunity Affirmative Action Employer

NORTH CAROLINA
ENVIRONMENTAL MANAGEMENT COMMISSION
DEPARTMENT OF NATURAL RESOURCES AND COMMUNITY DEVELOPMENT
RALEIGH
PERMIT
For the discharge of Sewage,Industrial Wastes, or Other Wastes
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 Newland
Avery County
FOR THE
construction and operation of a 120 GPM pump station and approximately 4,900 linear feet of
4-inch force main to serve Avery High School and the discharge of 15,500 GPD of wastewater into
the Town of Newland's existing sewerage system, pursuant to the application received April 14,
1989 and in conformity with the project plan, specifications, and other supporting data subsequently
filed and approved by the Department of Natural Resources and Community Development 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 approved plans, 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 shall be properly maintained and operated at all times.
4. The sewage and wastewater collected by this system shall be treated in the Town of
Newland Wastewater Treatment Facility prior to being discharged into the receiving stream.
5. This permit is not transferable.
6. Construction of the sewers shall be so 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,
certification must be received from a professional engineer certifying that the permitted
facility has been installed in accordance with the approved plans and specifications. Mail
the certification to the Permits and Engineering Unit, P.O. Box 27687, Raleigh, NC
27611-7687.
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 issuance.
9. 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.
g. Flood protection if the pump station is located below the 100-year flood elevation.
Permit issued this the 23rd day of May ,1989
NORTH CAROLINA ENVIRONMENTAL MANAGEMENT COMMISSIO :
Paul Wilms,Director '
Division of Environmental Management
By Authority of the Environmental Management Commission

Permit No. WQ0001585
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, , for the
Project Name or 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 the approved plans and specifications.
Signature Registration No.
Date

State of North Carolina
Department of Natural Resources and Community Development
Division of Environmental Management
512 North Salisbury Street • Raleigh, North Carolina 27611
James G. Martin, Governor December 22 1987 R. Paul Wilms
S. Thomas Rhodes, Secretary Director
The Honorable Ray Ford, Mayor
Town of Newland
P.O. Box 586
Newland, NC 28657
SUBJECT: Permit No. 15527 l W R O
Town of Newland
Avery High School
Sewer Extensions
Avery County
Dear Mayor Ford:
In accordance with your application received November 17, 1987, we are
forwarding herewith Permit No. 15527, dated December 22, 1987, to Town of Newland for
the construction and operation of the subject wastewater collection system extensions.
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 to you, you .have,the-right-to request an ad judicatory 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, Post Office
Drawer 11666;-;Raleigh, North Carol[na 27604. Unless such demands are made this
permit shall be final and binding.
One (1) set of approved plans and specifications is being forwarded to you. If
you need additional information concerning this matter, please contact Mr. Asaad
Shamsi telephone No. 919/733-5083, ext. 179.
Sincerely yours,
liz. 7
R. Paul Wilms
cc: Avery County Health Departmenta�,; to 7
sec.-
McGill Associates, P.A.
MDennis R. Ramsey
J i:- rff1
Pollution Prevention Pays
Asheale t egi, Ce
P.O. Box 27687, Raleigh, North Carolina 27611-7687 Telephone [phone] Asheville, North Carolina

NORTH CAROLINA
ENVIRONMENTAL MANAGEMENT COMMISSION
DEPARTMENT OF NATURAL RESOURCES AND COMMUNITY DEVELOPMENT
RALEIGH
P E R M I T
For the Discharge of Sewage, Industrial Wastes, or Other Wastes
-------------------------------------------------------------------------------------
In accordance with the provision 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 Newland
Avery County
FOR THE
construction and operation of approximately 4,900 linear feet of 8-inch gravity sewer
to serve Avery High School and the discharge of collected domestic wastewater into
the Town of Newland's existing sewerage system, pursuant to the application received
November 17, 1987, and in conformity with the project plans, specifications and other
supporting data, subsequently filed and approved by the Department of. Natural
Resources and Community Development 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 .followingspecified conditions and limitations:
1. This permit shall become voidable unless the facilities are constructed in
accordance with the approved plans, 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 shall be properly maintained and operated at all times.
4. The sewage and wastewater collected by this system shall be treated in the
Town of Newland Wastewater Treatment Plant prior to being discharged into the
receiving stream.
5. This permit is not transferable.
6. Construction of the sewers shall be so 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 the
approved plans and specifications.
Permit issued this the 22nd day of December, 1987.
NORTH CAROLINA ENVIRONMENTAL MANAGEMENT COMMISSION
R. Paul Wilms, Director
Division of Environmental Management
By Authority of the Environmental Management Commission
Permit No. 15527
Engineer's Certification
I as a duly registered Professional Engineer in the
Stagy►¢- of North:-.,--Carolina, hereby certify �'thhat construction ,_.of these permitted
facilities has been completed in accordance with the approved plans and
specifications.
Signature Registration Number Date
Permit No. 15527

�Nvi PION M E N—WA-
V,
Rocne-i:: neirn�.
)
4=1
L Ve 1 Direc,,07, L:
;ames E. H.un.. Governo, ,lames A.Summers,Secretary Teiepnone 9i9 733-7015
September 17, 1984 RECEIVED
0/ater Quality Division
Mr. Roy JaVnes, Water and Sewer Superintendant SEP 24 Igg
Town Newland Western Regional office
Box 586
Newland, North Carolina 28657 Asheville, North Carolina
SUBJECT: Permit No. 10739
Town of Newland
Field of Toe Apartments
Sewer Extensions
Avery County
Dear Mr. Jaynes:
In accordance with your application received May 17, 1984, we are forwarding
herewith Permit No. 10739, dated September 17, 1984, to the Town of Newland for
the construction and operation of the subject wastewater collection system
extensions.
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 to you, you have the right to an adjudicatory hearing before a
hearing officer upon written demand to the Director within thirty (30) days
following receipt of this permit, identifying the specific issues to be con-
tended. Unless such demand is made, this permit shall be final and binding.
One (1) set of approved plans and specifications is being forwarded to you.
If you have any questions or need additional information concerning this matter,
please contact Mr. Russel L. Talley, Jr. , telephone No. 919/733-5083, ext. 104.
Sincerely yours,
Original Sign-ad BY
FORREST R. WEB T ALL-
Robert lPR Helms
cc: Avery County Health Department
Crockford and Associates, Inc.
Mr. Forrest R. Westall
Asheville Regional Supervisor
RLT/cgc
P.0.Box 27687 Raleigh,N.C.27611-7687
An Equal Opportunity Affirmative Action Employer

RECEIVED
NOF_T'r' CAP.OLT__�=: Water Quality Division
ENVIRONMENTAL MANAGEMENT COMMISSION SEP 24 1984
DEPARTMENT OF NATURAL RESOURCES AND COMMUNITY DEVELOPMENT Western Regional Office
6sheyiNe, North Carolina
RALEIGH
P E R M. I T
For the Discharge of Sewage, Industrial Wastes, Or other Wastes
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 Newland
Avery County
FOR THE
construction and operation of approximately 370 lineal feet of 8-inch gravity sewers
to serve Fields of Toe Apartments and the discharge of collected domestic wastewater
into the Town Newland's existing sewerage system,
pursuant to the application received May 17, 1984, and in conformity with the project
plans, specifications, and other supporting data, subsequently filed and approved
by the Department of Natural Resources and Community Development 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 approved plans, specifications and other supporting data.
2. Construction of the sewers shall be so 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.
3. This permit is effective only with respect to the nature and volume of wastes
described in the application and other supporting data.
4. The facilities shall be properly maintained and operated at all times.
5. The sewage and wastewater collected by this system shall be adequately treated
in the Newland Wastewater Treatment Plant prior to being discharged into the
receiving stream.

ermit No. 1Ci 3°
Tanga -V0
Permit issued this the 17th day of September, 1984.
NORTH CAROLINA ENVIRONMENTAL MANAGEMENT COMMISSION
Original Signed By
FORREST R. WESTALL
PO R
Robert F. Helms, Director
Division of Environmental Management
By Authority of the Environmental Management Commission
Permit No. 10739

OF
duo ENVIRONIMEONTAL
North Carolina Department of Natural MANAGEMENT
' Resources &Community D Helms
evelopment Robert F.o elms
James B. Hunt, Jr., Governor Joseph W. Grim'sle'y, Secretary Telephone [phone]
December 1, 1983
RECEI-VED
The Honorable Ray Ford, Mayor Water Quality Division
Town of Newland
Post Office Box 586 DEC 7 1983Newland, North Carolina 28657
Western Regional Office
SUBJECT: Permit No. 9767 Asheville, North Carolina
Town of Newland
Sewer Extension to Serve Commercial
Facilities
Avery County
Dear Mayor Ford:
In accordance with your application received November 7, 1983, we are
forwarding herewith Permit No. 9767, dated December 1, 1983, to the Town of
Newland for the construction and operation of the subject wastewater collection
system extensions.
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 to you, you have the right to an adjudicatory .hearing before a
hearing officer upon written demand to the Director within thirty (30) days
following receipt of this permit, identifying the specific issues to be con-
tended. Unless such demand is made, this permit shall be final and binding.
One (1) set of approved plans and specifications is being forwarded to you.
If you have any questions or need additional information concerning this matter,
please contact Mr. Robert Teulings , telephone No. 919/733-5083, ext. 101.
Sincerely yours,
01,:uinal Sii nod [y
F ORREST R. WESTALL
FOR
Robert F. Helms
cc: Avery County Health Department
Butler/McGill Associates
Mr. Forrest R. Westall
Asheville Regional Manager
RT/db
POLL UTION PRE VENTION PA YS
P.0. Box 27687 Raleigh,N. C.27611-7687
An Equol opportunity Aff/rmat/ve Action Employer

NORTH CAROLINA
ENVIRONMENTAL MANAGEMENT COMMISSION
DEPARTMENT OF NATURAL RESOURCES AND COMMUNITY DEVELOPMENT
RALEIGH
P E R M I T
For the Discharge of Sewage, Industrial Wastes, or Other Wastes
In accordance with the provisions of Article 21 of Chapter143, General
Statutes of North Carolina as amended, and other applicable Laws, Rules, and
Regulations
PERMISSION IS HEREBY GRANTED TO
Town of Newland
Avery County
FOR THE
construction and operation of approximately 2,398 lineal feet of 8-inch gravity
sewer to serve the Family Steak House and Mountain Electric Cooperative and the
discharge of collected domestic wastewater into the Town of Newland's existing
sewerage system,
pursuant, to the application received November 7, 1983, and in conformity with the
project plans , specifications , and other supporting data, subsequently filed and
approved by the Department of Natural Resources and Community Development and con-
sidered 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 approved plans , 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 shall be properly maintained and operated at all times.
4. The sewage and wastewater collected by this system shall be treated in the
Town of Newland Wastewater Treatment Plant prior to being discharged into the
receiving stream.
5. Construction of the 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.

F! rmit No. 9767
PageTwo
Permit issued this the 1st day of December, 1983.
NORTH CAROLINA ENVIRONMENTAL MANAGEMENT COMMISSION
Original Signed B.y
rOnREST R. WESTALL
FOR
Robert F. Helms, Director
Division of Environmental Management
By Authority of the Environmental Management Commission
Permit No. 9767

DIVISION OF
VIRONMENTAL
'W n�•a North Carolina Department of Natural EN MANAGEMENT
Resources &Community Development Robert F.D Helm
James B. Hunt, Jr., Governor Joseph VV. Grimsley, Secretary Telephone [phone]
August 22, 198 �-r
ECEIVED
Mr. Roy Jaynes, Water and Sewer Supt.
atr duality Division
Town of Newland
P. 0. Box 586
Newland, North Carolina 28657 AUG 26 1983
SUBJECT: Permit No. 9415 rWastern Regional Office
Town Newland �vtd1Q� .North,Carolina
Banner Hill Apartments :.tN;....
Sewer Extension
Avery County
Dear Mr. Jaynes:
In accordance with your application received July 19 , 1983, we are
forwarding herewith Permit No. 9415, dated August 22, 1983, to the Town of
Newland for the construction and operation of the subject wastewater
collection system extensions.
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 to you, you have the right .to an adjudicatory hearing before a
hearing officer upon written demand to the Director within thirty (30) days
following receipt of this permit, identifying the specific issues to be
contended. Unless such demand is made, this permit shall be final and binding.
One (1) set of approved plans and specifications is being forwarded
to you. If you have any questions or need additional informaiton concerning
this matter, please contact Mr. Robert Teulings, telephone No. 919/733-5083,
ext. 101.
Sincerely yours,
Original Signed By
FORREST R. WESTALL
FOR
Robert F. Helms
cc: Avery County Health Department
Crockford-Hall Associates, Inc.
Mr. Forrest R. Westall
Asheville Regional Supervisor
Asheville Regional Manager
POLL UTION PREVENTION PAYS
P. O. Box 27687 Raleigh,N. C.27611-7687
Pll
An Equal Opportunity Afflrmotive Action Employe

NORTH CAROLINA
ENVIRONMENTAL MANAGEMENT COMMISSION
DEPARTMENT OF NATURAL RESOURCES AND COMMUNITY DEVELOPMENT
RALEIGH
P E R M I T
For the Discharge of Sewage, Industrial Wastes, or Other Wastes
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 Newland
Avery County
FOR THE
construction and operation of approximately 445 lineal feet of 8-inch gravity
sewer to serve Banner Hill Apartments and the discharge of collected domestic
wastewater into the Town of Newland's existing sewerage system,
pursuant to the application received received July 19, 1983, and in conformity with
the project plans, specifications, and other supporting data, .subsequently
filed and approved by the Department of Natural Resources and Community
Development 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 approved plans, 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 shall be properly maintained and operated at all times.
4. The sewage and wastewater collected by this system shall be treated in the
Newland Wastewater Treatment Plant prior to being discharged into the
receiving stream.

rmit No. 9415
Page Two
5.. Construction of the 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 water of the State.
Permit issued this the 22nd day of August, 1983.
NORTH CAROLINA ENVIRONMENTAL MANAGEMENT COMMISSION
Original Signed By
FORREST R. WESTALL
Robert F. Helms, irector
Division of Environmental Management
By Authority of the Environmental Management Commission
Permit No. 9415

,WLte-r Quality Division
N 0 V 15 IS32
Wes! f�egicnalOffice.
6sheville, North Carolina
IVIST04 of? '90VIU0NtT? TAN IWIfiGE01BO Wovember 9., 1982
The Hotorable Joe V. Minton, -Tager
"own og Hewlan
0. Boer 566
Nowland, Norch Carolliu? U) 7
SUBJECT t ParrAl t flo. 7729
Town of Navland
ia a Shop iti g Ceuta Area
.�ailtwb' 1v:'.y St ii. HLc:�iC��3y aw" FQ;CO a. in
Avery Cotauty
i
Doan Mayor A.»1 49toa,: I
La accordance filth your ?i.Ved J`�l -. p �� 8r4a I
£a�t^sa r lAi cx �9.t:a t Vo. 77: ' , dated 4uo cr 9, L982, to t e `Cc�wzx 4U i
Newland far.-thy: co"i tructloa and operation of the aubjee,t wasterunter 'collection.
ayp,tera exteasions,*
This �a�r�Lt a all be ef-Eective 41roz4 the t ate, o,Z iusuaaca until resciuWa-.`
ti Ec Shall .be sle0 ect 1-0 L?�« goaditioas q ad IbUtatious as specified tbarein.
If my parts, reuireuents,. or linitations contained iA this permit are
uaF2cta`eptab7l'e w j''i` a, you right eat) an F1fl83CSilcatary hearing 'ba-fort a
1aaarla& offi ar upon wrritrea 1sS2azid- to 'tha Director a-It iia thirty (.30) daye
olio i recaipt of this parrai.t, ideatifying the apecffic issues to be..
conteaded. Unlesa auc demand iu raada, this peroft. shall be final aad
bindiu3.
Ou e (1) met of approved plaus; and specifiasti,ons is Lain& for-werded to
you.. if your have trey questions or aead adaltionalz��areacaCivi� .�zs�nc�r�xi�a x tuia�
^.pitted, pleaaa coateact r:r. A, 'U. Uastrom, telephone z1o. 919/733-7120,
Sincerely yours 9
Original Signed By
FORREST R. WESTALL
'Robart. PPF 3e
cca Avorl County Healt'st Bopartr rat
!�utlar Astoclatesjr P.A.
Hr. Forrest R. Stall
fir. i;�g :�.�t4i� •
if y

i
1
NORTH CAROLMA
...MRQNMOTAL WA(MMiT CfllleffSSIF}N
ENT Or
RALM<M 1
z Z R M .1 T I
For the Dis„harge of Sewage, lridustrial Wastes, or tuber Wastes.
In accordance with the provisions of Article 21 of Chapter 143, General.
Statutes of forth &rollna as amended, and other applicable Waa, Rules, and
Regulations
To,n, of Newland
Avery County
FOR i,IE
construction and operation of approximAteiy 315 lineaal-feat cat $-inch Sraivity
sever, liner; A 130 GTH vauted lift station witli dual aoti"alogsixeS pumps dyad
or-ofal-ala= controls, a d 2515 lineal feet of 6-iaah dim tern. force maiu, to
serve the Ingles Shopping meter Area (SR-1159 and SR 1 b1) and the di.sebarge
of collected domestic waotewate '3nto is e Woux of liev .rigd'a eacisciva sewerage
system,
pursuavit to the application received. July 22, I 2, and to colu'ro mi Vy with
ede: project.plana, specific:atioua, rand other rupportiata data, m bsequent.ly
filed anal approved by the Department of- H atural Resources and Community
Develop nt and considered a part of this Permit.
'Chia 2armit shall be affective from this date of i.sauauca. until rescinded,
aud shall his subject to the followia& specified coudi.tiono and Limitations:
I. This Permit shall become voidable ;nileaa they facilities are
coastructed in accordance with the approved plans, 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
aupportin,t data.
3. The facilities shall be properly maintained and oparAtad at .all

t No. 772
`a8,s "t''wo
►.i siia sawa.Se and wa to sit t cc . t d by. this syc►te=. skull !�e.
traate4 la the `F4" of xexa4iiLd ,astwvater '3reatmeaA Plant prior
to being dis is hdraed ixuto the race via g atr=e
5. Coustruttiou of the oewars abusIl be so sabodvled so as not to
iuterru$t service by the existing utilities nor repult in an
overflow or bypass U116charse of'xiiastewater to the surface
waters of tie State.
Permit issued thus the 9tl: day of Uvay�bera 1982.
YPURM CAROLINA ENIVlin0 IW4_Gt 2KT CflW.ISSIOM
Original Signed By
FORREST R. WESTALL
FOR
Robert F. l=elms Directar --
Divisiar_ of 9nvlronm antal Ma ement
By Authority of the B v4 r6II-Alental W anage auL
Powit Wo. 7729

]RECEIVED
D'XVT8I01# OF MMROMMUTAL YA:f AGMf `t'l',' March ' 'r NVajAr Quality Division
That bit noraabte Joe V. Minton, Mayor MAR 22
1
Town of RewlaniWestern Regional Office,'
Iffewlaend, 'Horeb. Carolinas 28657 Asheville, North Carolina
911D E : hrnonilment to Permit No. 453.7
everw;,atsuSa nd BU Streets
Dear yox Vintm,
A letter. of tequaast fro-a the Town of llevla iad for a4ditioxnal at*wors
cues .xea:a iverl J.inuaxy 25, 1982. Planar .for the cdhjtast project Were previously
received an June 30'. 1981. The plans have,: beeat reviewed and fcsa ad to be
eatisfa story.
Permit No. 4`537, dr.tad October 20, 1977, and a praviolus amand sat,
dated Baxly 2; 1930, is hereby Amended to reviso t1aec total. 1,i eal f at
of gravity € ewer from 33,159 L.F. to a approxivately 33,740 L.P. of 8--inch
aii:ar. tae'r p1pe,.in accordAnce with this revi,raed plans.
This remit arm-admout does xnot ' ltox the conditions, litmi'tations,
or expiration date specified in Permit No. 4537.
if you have easy questions or need additional information concerning this
ma ttar, please contact Nr. Richard R. Rohrbau3h, telophone No. 919/733a-7120.
Sincere y your
Origins SigneT 6y
VV. LEE FLEMiNG, JR.
�;a91 eA t r, HeIrA
Tractor
ce t Avery County Tlealth Depanrtmmt
Poore rtardner and Associates, Inc.
W. tee 171wmi.ng. Jr.
Asa na3v e Regional Office Manager
V�`

July 2, 1980
RCEIVEP
The'.Lonoraable C.' H. Church, M.ay€r Water Quality Division
Town of Rewland
P. 0. Box 586 JUL �
Newland, North .Ctaroli ua 28657
Western Regional Office:O,
SUBJECTi Azsnduent• to permit. No. 4537 Asheville, North Carolina,
dam of Newland
Ralocation and A4dition of Severs .
A3,ong Ear` 181' .
ems . County
Dear Mayor Church:
Plana and sa letter of re queast' from the Town of Newland were received on
Junee 30, 1980, far ,then relocation and addition'of sewers to serve SIC 3.81 in.New-- .
lane$. ' The:plans .haeves beern reviewed and foua d to. be: satisfie'tory,
Permit ;40. 4537, dated October 20, 19770 is hereby areeanded to revise the
total lineal feet (L.P.) of gravity sewers from 31,626. L.N. to 33,159 L.F. of.'Sm
inch diameter pipe in accordance with the revised plans.
Taie4 permit• amendment °does not. alter the conditions, limitations, or expiration
date specified An Permit ties. 537'.
One (1) sat of �appraveyd plans are being forwarded to you.
Yours,veer is ,
Original ;gnedy
A. C. TURNAGE, JR.
rNeil-S. Grigg, Director
Division of Environvuwtal Management -
cc: Aveery.:Gounty Loa n Department
mr. Roy.Davis
Moore, Gardner G Associates, Inc.
Hr. A. C. Turnage, Jr.
Asl eeville Regional 0f f icee Manager

1 V cpi
;._ .3._9
s '
0 P .979
.D ISION OF E-WIROILi' MAL i`AN r�'d4r'
Hover 13, 1979 `dire
The Honorable C. M. Church, Mayor
Town of Newland
P. ©. Box 506
Newland, 11C 28657
S�bJ®ats Am6ndment to Permit No. 4537
Town of Nerwland.
Interceptors "A" and °C"
P very County
Dear Mayor Churchs
11evisead plans were received October 24, 1979, showing changes in the
previously approved construction drawings for the asijbject project due
to a relocation of an adjacent stream.
A review has been completed of they rsviseid planes for interceptors
"A" and "C" and have been found to be catimfactory.
Permit No. 4537 is hereby amended to in'clude interceptors "A" and
"C" in accordance with the'revised plane.
This lkasendnant does not alter the conditions, limitations, or
expiration data .specified in Parmit,.No. 4537.
Yours very truly,
Original Signed By
A. C. TURNAGEj JR.
Neil S. Grigg
Director
cc: Avery County Health Department
Moor*, Gardner and Associates
,Mr. A. C. Turnage, Jr.
`lr4r. Rag► Davis
Asheville Regional Office Hanagear
Information Services

The Honorable C. M. Church,. or 'Water Ou�lrr
Town of Newland Y D;
P. 0. Box 586 OCT
Newland, North Carolina. 28657\ t�l
� �iVest
SU13J'ECT: AkeataeTa to Pe=it: Noe M7 ernr���onai Gi PJori-h Cary
TcO,*a o� Newland '
Iz�teYceAtoY' "F�'
Aver]`Comty
Dear Mayor Church:
A renew has been completed of the revised Tana, received September. S
for Interceptor "V and have been found to be seatisfaetory.
Permit No. 4537 is hereby amended to include Tnt erceptOT et�e� �.n accAts
with the revised Plane.
This amendment does not alter the couditione, limitations, or arpirat
date specified in Permit No. 4537.
You a v aR.t I�y'
L. P. BENTON, JR.
Neil S. Grigg, Acting Direet:or
Division of Environmental 1"nag
ec: Avery County health-Department
Moore, Gardner�d Associates
Mr. Roy Davis '.
Mr. A. C. Turnage, Jr.
Information Services
Asheville regional Office Manager
f
r'
i

MINDER: COMPLETE THIS SECTION 4# COMPLETE THIS SECTION ON OEVVEPY
■ Complete items 1,2,and 3.Also complete ,�S12 natureV
Item 4 if Restricted Delivery is desired. ! rt J ' Z A ent
■ Print your name and address on the reverse dresses
sb that we can'return the card to you. Received by(, rinte 7�K �a eGgf eliven
■ Attach this card to the back of the mailpiece, Z; , 0
_or_on the front if space-permits.__ — J '.
�� No Carolina Department of s differe fb item 17 Yes
AP-
2090
EnvironmenY Natural Resources'very address t ❑No
U.S. Highway 70;Swannanca, Nc 28778.
NCDENR
Ms. Grace Calhoun, Superintendents 3XSSe iceTypAvery County School System ertified Mail ElExpress Mail
�,Post Office Box 1360 egistered etum Receipt for Merchandisf
❑Insured Mail C.O.D.
.Newland, North Carolina 28657 4. Restricted Delivery?(Extra Fee) ❑Yes
2��6 .3 +5(J OOQ= 7064 Q�4`$' € ;
ii l ,i ±i : i
DR Fnrm 3811- Fahniary 9nnd Domestic Return Rer F-int 102595-02-M-154

UNITED S r T TRi E12V1G 'F ktr .;. a:.,:n ws s;, a"" _. "";•. :: if
1 -1
m� der: rase rint your Game,,address, and ZIP+4 in this box •
c �
`n
Zy /�R.ROY DAVIS -
,� P7CDc�JR-GWq-SWP
090 U.S.HIGHWAY 70
SWANNANOA NC 28778