NC0020800_Andrews CS Permit_20200615

State of"North Carolina:
Department of Environment
and..Natural Resources � • �
Asheville Regional Office �f
Michael F.Easley,Governor William..G..Ross,.Jr.,Secretary NCDENFZ
Gregory,J.Thorpe,Ph.D.,Acting Director NORTH CAROLINA DEPARTMENT OF
ENVIRONMENT AND NATURAL.RESOURCES
Division of Water Quality
WATER QUALITY SECTION '
August 27, 2001
Mayor Jake Buchanan .
Town of Andrews
P. O. Box 1210
Andrews, North.Carolina 28901
: SUBJECT: Permit No. W00020337 .
Happy Top Wastewater Collection System
Extension
Cherokee County :
Dear Mayor Buchanan:
In accordance with your application received-August 20, 2001, please find attached Permit
No. WQ0020337 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 This Permit shall be effective from the date of issuance until rescinded and shall be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 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.

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 Andrews for the construction and operation of approximately 4339 linear
feet of 8 inch gravity sewer to serve an unsewered residential community as part of the Happy Top
Service Area and the discharge of 5,760 gallons per day of collected domestic wastewater into the
Town of Andrews' existing sewerage system, pursuant to the application received August 20, 2001,
and in conformity with 15A NCAC 2H .0200; the Division's Gravity Minimum Design Criteria-
adapted 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
Andrews' Wastewater Treatment facility (NPDES Permit No. NC0020800) prior to being discharged
into the receiving stream.
The Operational Agreement between the Permittee and the Environmental Management
Commission is incorporated herein by reference and shall be a condition of this permit. Non-
compliance with the terms of the Operational Agreement shall subject the Permittee to all sanctions
provided-by North Carolina General Statutes 143-215.6A to 143-215.6C for violation of or failure
to act in accordance with the terms and conditions of this permit.
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 Kerry s. Becker at
828/251-6208.
Sincerely,
. �/t •
/ Gregory J. Thorpe, Ph.D.
Enclosure
xc: Cherokee County Health Department
Non-Discharge Permitting Unit
Town of Andrews
McGill Associates Engineering Firm)

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 2H .0200; the Division of Water
Quality's (Division) Gravity Sewer Minimum Design Criteria adopted February 12, 1996 as
applicable; the Division's Minimum Design Criteria,for the Fast-Track Permitting of Pump,
Stations and Force Mains adopted, June 1, 2000 as applicable; and other supporting
materials unless specifically mentioned herein.
2. This permit shall be effective only with respect to the nature and volume of wastes described
in the application and other supporting data.•
3. The wastewater collection facilities shall be properly maintained and operated at.all times.
The Permittee shall maintain compliance with an individual system-wide collection system
permit for the operation and maintenance of these facilities as.required by 15A NCAC 2H
.0227. If an. individual permit is not required, the following performance criteria shall be met
as provided in 15A NCAC 2H .0227:
a. The sewer system shall be effectively maintained and operated at all times to prevent
discharge-to surface waters, and any contravention of the groundwater standards in
15A NCAC 2L .0200 or the surface water standards in 15A NCAC 2B .0200.
b. A map of the sewer system shall be developed prior to January 1, 2004 and shall
be actively maintained.
c. An operation and maintenance plan shall be developed and implemented.
d. Pump stations that are not connected to a telemetry system shall be inspected daily,
as defined in 15A NCAC 2B .0503(5), until July 1, 2001; and thereafter, pump
stations shall be inspected every day. Pump stations that are connected to a
telemetry system shall be inspected at least once per week.
e. High-priority sewer lines shall be inspected at least once per every six-month period
of time.
f. A general observation of the entire sewer system shall be conducted at least once
per year.

g. Inspection and maintenance records shall be maintained for a period of at least three
years.
h. Overflows and bypasses shall be reported to the appropriate Division Regional Office
in accordance with 15A NCAC 2B .0506(a), and public notice shall be provided as
required by North Carolina General Statute 143-215.1 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.
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 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 27th day of August, 2001
NORTH CAROLINA ENVIRONMENTAL MANAGEMENT COMMISSION:
Pregory J. horpe, Ph.D., Acting Director
Division of Water Quality
By Authority of the Environmental Management Commission
Permit Number WQ0020337

Permit.No. WQ.00****
2001.
ENGINEER'S CERTIFICATION
Partial Final
as a duly registered Professional Engineer in the State of North.
Carolina, having been authorized to observe (periodically, weekly, full time)the construction of the
project, for
the
Project Name Location and County
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

McGill
A S S O C I A T E S
July 23, 2001
Mr. Kim Colson
Non-Discharge Permitting Unit
Division of Water Quality
North Carolina Department of Environment
and Natural Resources
1617 Mail Service Center
Raleigh, North Carolina 27699-1617
Re: Happy Top Sewer Line
Town of Andrews
Cherokee County
Dear Mr. Colson:
Please find enclosed one original and one copy of a completed application form
for the above referenced and a check for the application fee in the amount of$400. The
proposed project is extending sewer service to an area within the Town limits of
Andrews currently without sewer service.
Please review the enclosed information and contact Mike Waresak or myself if
there are any questions or if additional information is required.
Sincerely,
McGILL ASSOCIATES, P.A.
VANN WATERS
Enclosures
cc: Mr. Jake Buchanan �Q®1
99740/kc23jul0l.doc
E n g i n e e r i n g • P l a n n i n g • F i n a n c e
McGill Associates, P.A. •P.O. Box 2259, Asheville, NC 28802 • 55 Broad Street, Asheville, NC 28801
828-252-0575 • FAX [phone]

' o
08/16/01
Permit Number WQ0020337 Permit Tracking Slip
Program Category Status Project Type
Non-discharge In review New Project
Permit Type 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
Happy Top Service Area, Sewer System Asheville
Location Address County
Cherokee
Owner
Owner Name Owner Type
Andrews, Town of Government
Owner Affiliation
James Mayor
PO Box 217
Andrews NC 28901
Dates/Events
Draft Scheduled Public
Orig Issue App Received Initiated Issuance Notice Issue Effective Expiration
07/31/01
Regulated Activities Requested/Received Events
-NULL RO staff report received
RO staff report requested
Additional information requested
Additional information received
Groundwater comments requested
Groundwater comments received
Outfall NULL
Waterbody Name Stream Index Number Current Class Subbasin
AIVA .
�4y
WIER pUALITY SECTION
RSNEVILL�C REGIONAL Off

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 MAYBE 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).
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.
E. Operational Agreements—Submit one original and two copies of a properly executed operational agreement if the
sewer extension will be serving residential or commercial lots (e.g., houses, condominiums, townhomes, outparcels,
etc.)that will be owned by a homeowners'association or developer. If the applicant is a homeowners' association,use
Form HOA 10/99. If the applicant is a developer,use Form DEV 10/99.
F. Flow Acceptance Letters —If the owner of the downstream sewers and/or WWTF is different from the applicant,
submit two copies of a flow acceptance letter from the owner of the downstream sewers and W WTF. Flow acceptance
letters must contain the following minimum information: applicant and project name, amount of flow accepted, and
name and permit number of the receiving sewers/WWTF. The flow acceptance must not expire prior to permit
issuance and must be dated less than a year prior to the application date. Intergovernmental agreements or other
contracts will not be accepted in lieu of a project-specific flow acceptance letter.
THE COMPLETED APPLICATION PACKAGE,INCLUDING ALL SUPPORTING INFORMATION AND
MATERIALS,SHOULD BE SENT TO THE FOLLOWING ADDRESS:
NORTH CAROLINA DEPARTMENT OF ENVIRONMENT AND NATURAL RESOURCES
DIVISION OF WATER QUALITY
NON-DISCHARGE PERMITTING UNIT
By U.S.Postal Service: By Courier/Special Delivery:
1617 MAIL SERVICE CENTER 512 NORTH SALISBURY STREET,SUITE 1219
RALEIGH,NORTH CAROLINA 27699-1617 RALEIGH,NORTH CAROLINA 27604
TELEPHONE NUMBER: [phone]
FACSIMILE NUMBER: [phone]
For more information,visit our web site at:h2o.enr.state.nc.us/ndpu/
RECEIVED
WATER QUALITY SE i
JUL3 , ru.
FORM: FTA 06/00 Page I of 5
Non-Discharge Permitting

Application Number. 2 b 33 r1(to be completed by DWQ)
I. GENERAL INFORMATION:
1. Applicant's name(name of the municipality,corporation,individual, etc.): Town of Andrews
2. Owner's or signing official's name and title(15A NCAC 2H.0206(b)): Jake Buchanan,Mayor
3. Name and complete address of applicant: Post Office Box 1210
City: Andrews State: NC Zip: 28901
Telephone number: (828) 231-3113 Facsimile number: ( )
4. Project name(name of the subdivision,facility or establishment,etc.): Happy Top Service Area,
Sewer System Improvements
5. County where project is located: Cherokee
6. Fee submitted: $ 400 (See Instruction C.)
7. Name and complete address of engineering firm: McGill Associates
55 Broad Street
City: Asheville State: NC Zip: 28801
Telephone number: (828) 252-0575 Facsimile number:[phone]
8. Name and affiliation of contact person who can answer questions about application: Mike Waresak or
Vann Waters
II. PERMIT INFORMATION:
1. Project is: X new; modification
2. If this application is being submitted as a result of a modification to an existing permit, provide: 1 Z
existing permit number and the issuance date
3. Applicant is: X public private y 6 U
If private,units(lots,townhomes,etc.)are: leased(Skip to item III.); sold /?
If sold,facilities owned by a: public utility(See Instruction D.); � A
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.): Residential
2. Volume of wastewater generated by this project: 5760 gallons per day
3. Explanation of how wastewater flow was determined(15A NCAC 2H.0219(1)): 16 new homes X 3 BR
each X 120 GPD/BR(note: some houses currently served by sewer already—new line is replacement)
4. Nature of wastewater: 100 %Domestic/Commercial; %Industrial;
Other waste-specify:
FORM: FTA 06/00 Page 2 of 5

5. If wastewater is industrial in nature:
a. Level of pretreatment that has been provided to ensure protection of the receiving collection system
and wastewater treatment facility: • N/A
b. If a pretreatment permit is required,has one been issued? Yes; No. If yes,please
attach a copy of the pretreatment permit. If no,provide date application was submitted:
IV. DESIGN INFORMATION:
1. Brief project description: Replacement of poorly constructed existing 6"sewer line with new 8";
extension of new 8"sewer line to area within town limits currently without sewer service
2. Owner and name of wastewater treatment facility(WWTF)receiving wastewater(See Instruction F.): _
Town of Andrews
3. WWTF permit number(NC00***** or WQ00*****): 20800
4. List the owner(s) of any intermediate sewers if different from applicant or owner of WWTF (See
Instruction F.): NA
5. Summary of GRAVITY SEWER to be permitted:
Diameter Length
(inches) (linear feet)
y�rr
6. Does the subject gravity sewer collection system comply with the most recent version of the Gravity
Sewer Minimum Design Criteria and 15A NCAC 2H .0200? X Yes; No. If no, please
identify criteria and explain:
7. Summary of PUMP STATIONS to be permitted: Not applicable—no pump stations
No. or Design Flow Pump Operational Points Reliability Option
Name (MGD) GPM @_feet TDH Selected
FORM: FTA 06/00 Page 3 of 5

8. Summary of FORCE MAIN to be permitted: Not applicable—no force main
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.): NA
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

V. CERTIFICATIONS
Professional Engineer's Certification:
I, Michael J.Waresak attest that this application for the Town of Andrews
has been reviewed by me and is
accurate, complete and consistent with the information in the engineering plans, calculations, and all other
supporting documentation to the best of my knowledge. I further attest that to the best of my knowledge the
proposed design has been prepared in accordance with the applicable regulations, Gravity Sewer Minimum
Design Criteria for Gravity Sewers adopted February 12, 1996, and the Minimum Design Criteria for the
Fast-Track Permitting of Pump Stations and Force Mains adopted June 1,2000. Although certain portions of
this submittal package may have been developed by other professionals, inclusion of these materials under
my signature and seal signifies that I have reviewed this material and have judged it to be consistent with the
proposed design. Note: In accordance with NC General Statutes 143-215.6A and 143-215.613, any person
who knowingly makes any false statement,representation,or certification in any application shall be guilty of
a Class 2 misdemeanor which may include a fine not to exceed $10,000 as well as civil penalties up to
$25,000 per violation.
North Carolina Professional Engineer's seal,signature,and date:
Qao�ooa0000000po�oo
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0000000000B094a���
Applicant's Certification:
I, Jake Buchanan,Mayor attest that this application for the Town of Andrews
has been reviewed by me and is
accurate and complete to the best of my knowledge. I understand that if all required parts of this application
are not completed and that if all required supporting information and attachments are not included, this
application package will be returned to me as incomplete. Note: In accordance with NC General Statutes
143-215.6A and 143-215.613, any person who knowingly makes any false statement, representation, or
certification in any application shall be guilty of a Class 2 misdemeanor which may include a fine not to
exceed$10,00 as well as civil penalties up to$25,000 per violation. ry
Signature: Date: 7 ��
WAr R 1JA/[7-Y Fr� lpN
3
Non.til`eha;ge pennitbn3
FORM: FTA 06/00 Page 5 of 5

�p
41
NORTH CAROLINA DEPARTMENT OF
ENVIRONMENT AND NATURAL RESOURCES
r.®EN,IW DIVISION OF WATER QUALITY
ASHEVILLE REGIONAL OFFICE
} July 18, 2000
3AMEs> tuna. JRt Mayor Jim Dailey
x ° '�bR- Town of Andrews
P. O. Box 1210
Andrews, North Carolina 28901
`Bi LL.rJ4OLMAN,. •J
aw
SECT iETARY '
Subject: OMC Lift Station Upgrade
02,
�. Permit Number WQ0018484
; R Cherokee County
1 Dear Mayor Dailey:
F.,
In accordance with your application received May 16, 2000, we are
forwarding herewith Permit No. WQ0018484 dated July 18, 2000, to the
Town of Andrews for the construction and subject
operation of the sub
1". P j
wastewater lift station. This permit shall be effective from the date of
Issuance until rescinded and shall be subject to the conditions and
` ti it limaons as specified therein. If an p y parts, requirements, or limitations
ry 4 ' �T� contained in this permit are unacceptable, you have the right to request an
,i adjudicatory hearing upon written request within thirty (30) days following
s �--g receipt of this permit. This request must be in the form of a written
Al petition, conforming to Chapter 150B of the North Carolina General
Statutes, and filed with the Office of Administrative Hearings 6714 Mail
! � Service Center, Raleigh, NC 27699-6714. Unless such demands are made
r ,
4 a 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 Kerry S. Becker at 828/251- 6208, extension 258.
Sincerely
If �
a U
orrest . Westall
r Water Quality Regional Supervisor
Enclosure
x = = cc: Cherokee County p Health Department
Kerry S. Becker, Asheville Regional Office
INTERCHANGE BUILDINGS 59 WOOD FIN PLACES ASHEVILLE, NORTH CAROLING 28801-2414
PHONE [phone] FAX [phone]
AN EQUAL OPPORTUNITY /AFFIRMATIVE ACTION EMPLOYER - 50% RECYCLED/10% POST-CONSUMER PAPER

NORTH CAROLINA ENVIRONMENTAL MANAGEMENT COMMISSION
DEPARTMENT OF ENVIRONMENT AND NATURAL RESOURCES
RALEIGH
WASTEWATER COLLECTION PERMIT
In accordance with the provisions of Article 21 of Chapter 143, General Statutes
of North Carolina as amended, and other applicable Laws, Rules, and
Regulations
PERMISSION IS HEREBY GRANTED TO
The Town of Andrews
Cherokee County
FOR THE
construction and operation of the Outboard Marine Corp. (OMC) lift station
consisting of dual 222 GPM pumps and on-site audible and visual high water' •
alarms, to transport 46,250 GPD of collected wastewater to the Town of Andrew's
wastewater treatment facility pursuant to the application received , and in
conformity with the project plan, specifications, and other supporting data
subsequently filed and approved by the Department of Environment and Natural
Resources and considered a part of this permit.
This permit shall be effective from the date of issuance until rescinded and
shall be subject to the following specified conditions and limitations:
1. This permit shall become voidable unless the facilities are constructed in
accordance with the conditions of this permit, the approved plans and
specifications, and other supporting data.
2. This permit is effective only with respect to the nature and volume of
wastes described in the application and other supporting data.
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
Wastewater Treatment Facility prior to being discharged into the receiving
stream.

e. Three feet of cover (minimum) over the force main or the use of
ferrous material where three feet cannot be maintained,
f. Sufficient devices which will protect the pump station from vandals,
and
g. Flood protection if the pump station is located below the 100-year
flood elevation.
12. In the event that the facilities fail to perform satisfactorily, including the
creation of nuisance conditions, the Permittee shall take immediate
corrective action, including those as may be required by this Division, such
as the construction of additional or replacement wastewater collection
facilities.
13. 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 (5) days following first knowledge of the
occurrence. This report must outline the actions taken or proposed to be
taken to ensure that the problem does not recur.
14. The Operational Agreement between the Permittee and the Environmental
• Management Commission is incorporated herein by reference and is a
condition of this permit. Non-compliance with the terms of the Operational
Agreement shall subject the Permittee to all sanctions provided by North
Carolina General Statute 143-215.6A to 143-215.6C for violation of or failure

5. This permit is not transferable. In the event there is a desire for the
facilities to change ownership, or there is a name change of the Permittee,
a formal permit request must be submitted to the Division of Water Quality
(Division) accompanied by an application fee, documentation from the
parties involved, and other supporting materials as may be appropriate.
The approval of this request will be considered on its merits and may or
may not be approved.
6. Construction of the pump station shall be scheduled so as not to interrupt
service by the existing utilities nor result in an overflow or bypass
discharge of wastewater to the surface waters of the State.
7. Upon completion of construction and prior to operation of this permitted
facility, a certification must be received from a professional engineer
certifying that the permitted facility has been installed in accordance with
this permit, the approved plans and specifications, and other supporting
materials. Mail the Certification to the Non-Discharge Permitting Unit, 1617
Mail Service Center, Raleigh, NC 27699-1617.
8. A copy of the approved plans and specifications shall be maintained on file
by the Permittee for a minimum of five years from the date of the
completion of construction.
9. Failure to abide by the conditions and limitations contained in this permit
may subject the Permittee to an enforcement action by the Division, in
accordance with North Carolina General Statute 143-215.6A to 143-215.6C.
10. The issuance of this permit does not preclude the Permittee from
complying with any and all statutes, rules, regulations, or ordinances which
may be imposed by other government agencies (local, state, and federal)
which have jurisdiction.
11. The Permittee shall provide for the pump station and force main the
following items:
a. Pump on/off elevations located so that 2-8 pumping cycles may be
achieved per hour in the pump station,
b. An air relief valve located at all high points along the force main,
C. A screened vent for the wet well, •
d. Fillets located in the wet well at the intersection of the flooring and
sidewalls,

to act in accordance with the terms and conditions of this Permit.
Permit issued this the 18th day of July , 2000
NORTH CAROLINA ENVIRONMENTAL MANAGEMENT COMMISSION
rr T. Stevens, Director
Division of Water Quality
By Authority of the Environmental Management Commission
Permit Number WQ0018484

OMC Lift Station :Town of Andrews
Permit No. WQ0018484
Cherokee County
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 project,
Project Name Location
for the Permittee hereby state that, to the best of my abilities, due care and
diligence was used in the observation of the construction such that the
construction was observed to be built within substantial compliance and intent of
this permit, the approved plans and specifications, and other supporting
materials.
Signature Registration No.
®ate

Z6.nMcGill
A S S O C I A T E S
May 10, 2000
Mr. Kim Colson
Division of Water Quality
North Carolina Department of Environment,
and Natural Resources
512 North Salisbury Street
Raleigh, North Carolina 27604
Re: OMC Lift Station Replacement
Town of Andrews
Cherokee County, North Carolina
Dear Mr. Colson:
Please find enclosed one (1) original and one (1) copy of the executed application form
for Pump Stations, Force Mains and Gravity Sewers for the above referenced project. Also
enclosed are two (2) sets of detailed plans, specifications, and design calculations, and a check
for the permit processing fee in the amount of$400.00.
The project consists of the replacement of the existing OMC Lift station, the connection
to an existing force main, and the connection of an existing gravity sewer line to the new pump
station. The project complies with the Gravity Sewer Minimum Design Criteria issued by
NCDENR and 15A NCAC .0200.
Please review the enclosed information and contact our office if there are any questions
or if additional information is required.
Sincerely,
McGILL ASSOCIATES, P.A.
1W ICJ, OP4
MICHAEL S. APKE, E.I.T. RE
WATFa.'7�41ITY D
Enclosures Qy 77ON
� b tUL,J
cc: Honorable Jim Dailey, Mayor for.
Olsch�r�s P@�I�
Projects/1998/98712/letters/kc l OmayO.doc Rg
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]

State of North Carolina if
Department of Environment
and Natural Resources
Division of Water Quality
James B. Hunt, Jr., Governor
Bill Holman, Secretary NCDENR
Kerr T. Stevens, Director NORTH CAROLINA DEPARTMENT OF
ENVIRONMENT AND NATURAL RESOURCES
May 22, 2000
HONARABLE JIM DAILEY,MAYOR
TOWN OF ANDREWS
POST OFFICE BOX 1210
ANDREWS, NORTH CAROL.NA 28901
Subject: Acknowledgement of Application No.
WQ00.18484
OMC Lift Station Replacement
Sewer-Public
Cherokee County
Dear Mayor Dailey:
The Non-Discharge Permitting Unit of the Division of Water Quality acknowledges receipt of your
permit application and supporting materials on May 16, 2000.
Your application package has been assigned to Forrest Westall for a detailed review. The reviewer will
contact you with a request for additional information if there are any questions concerning your
submittal.
If you have any questions,please contact Forrest Westall at 828-251-6452. If the reviewer is
unavailable, you may leave a message on their voice mail, and they will respond promptly.
PLEASE REFER TO THE ABOVE APPLICATION NUMBER WHEN MAKING INQUIRIES
ON THIS PROJECT.
Sincerely,
Ic"�
Kim H. Colson, .E.
Supervisor,Non-Discharge Permitting Unit
Cc: Asheville Regional Office,Water Quality Section
McGill Associates
�-P_ermit-Application File WQ0018484
1617 Mail Service Center, Raleigh, North Carolina 27699-1617 Telephone [phone] FAX [phone]
An Equal Opportunity Affirmative Action Employer 50%recycled/10%post-consumer paper

State of North Carolina
Department of Environment
and Natural Resources
Division of Water Quality
James B. Hunt, Jr., Governor
Bill Holman, Secretary NCDENR
Kerr T. Stevens, Director NORTH CAROLINA DEPARTMENT OF
ENVIRONM'.ENT_ -AND NATURAL-RESOURCES
May 22, 2000 iij
Pu
1=IONARAI3LE J)ti1 DAILEY,MAYOR ,
TOWN OF A VDREVJS
MAY 2 4 20Q0 r
POST OFFICE BOX 1210
ANDREWS, NORTH CAROLINA 2890.1 -
Subject: Acknowledgemerittof-Application:N_ o.
WQ00.18484
OMC Lift Station Replacement
Sewer-Public
Cherokee County
Dear Mayor Dailey:
The Non-Discharge Permitting Unit of the Division of Water Quality acknowledges receipt of your
permit application and supporting materials on Mav 16, 2000.
Your application package has been assigned to Forrest Westall for a detailed review. The reviewer will
contact you with a request for additional information if there are any questions concerning your
submittal.
If you have any questions,please contact Forrest Westall at 828-251-6452. If the reviewer is
unavailable,you may leave a message on their voice mail, and they will respond promptly.
PLEASE REFER TO THE ABOVE APPLICATION NUMBER WHEN MAKING INQUIRIES
ON THIS PROJECT.
Sincerely,
Kim H. Colson, E.
Supervisor,Non-Discharge Permitting Unit
Cc: 'a:lizviLle-RegionalAffice,_Water Quality.Section
McGill Associates
Permit Application File WQ0018484
1617 Mail Service Center, Raleigh, North Carolina 27699-1617 Telephone [phone] FAX [phone]
An Equal Opportunity Affirmative Action Employer 50%recycled/10%post-consumer paper

State of North Carolina
Department of Environment and Natural Resources
Division of Water Quality RECEIVED
PUMP STATIONS, FORCE MAINS, AND GRAVITY SEWEA91FR N IALITYSECTION
(THIS FORM MAY BE PHOTOCOPIED FOR USE AS AN ORIGINAL) MAY 1
Application Number: (to be completed by DWQ)
I. GENERAL INFORMATION: Non-Discharge Permitting
1. Applicant's name(name of the municipality,corporation,individual,etc.): Town of Andrews
2. Owner's or signing official's name and title(15A NCAC 2H.0206(b)): Honorable Jim Dailey,Mayor
3. Name and complete address of applicant: Town of Andrews Post Office Box 1210
City: Andrews State: NC Zip: 28901
Telephone number: ( 828 ) 321-3113 Facsimile number:( 828 ) 321-4-159
4. Project name(name of the subdivision,facility or establishment,etc.): OMC Lift Station Replacement
5. County where project is located: Cherokee
6. Fee submitted: $ 400.00 (See Instruction C.)
7. Name and complete address of engineering firm: McGill Associates,P.A.
• 55 Broad Street
City: Asheville State: NC Zip: 28801
Telephone number: ( 828 ) 252-0575 Facsimile number: ( 828 ) 252-2518
8. Name and affiliation of contact person who can answer questions about application:
Michael S.Apke,E.I.T.,Associate Engineer
II. PERMIT INFORMATION:
1. Project is: X new; modification
2. If this application is being submitted as a result of a modification to an existing permit,provide:
existing permit number and the issuance date
3. Applicant is: X public(See Instruction G;skip to item IIA.); private
If private,units(lots,townhomes,etc.)are: leased(Skip to item II.4.); sold
If sold,facilities owned by a: public utility(See Instruction H.);
homeowners' association/developer(See Instruction I.)
4. If project disturbs more than one acre,provide date when an erosion and sedimentation control plan was
submitted to the Division of Land Resources for approval: N/A—less than one acre
5. If project includes any stream or wetland crossings,provide date when Nationwide 12 or 404 permit was
submitted for approval: N/A .s,..
• 6. Provide buffers used to maintain compliance with any applicable river basin rules in 15A NCAC 2B .0200
(e.g.,Neuse River basin buffer rules): N/A
FORM: PSFMGSA 10/99 Page 3 of 6

V
RMATION 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.): Industrial,Leachate
2. Volume of wastewater generated by this project:—0(Replacement of existing pump station)gallons per day
3. Explanation of how wastewater flow was determined(15A NCAC 2H.0219(1)): Town of Andrews water
billing records,capacities of existing and proposed future upstream pump stations
4. Nature of wastewater: %Domestic/Commercial; 55 %Industrial;
45 %Other waste-specify: Landfill Leachate
5. If wastewater is industrial in nature:
a. Level of pretreatment that has been provided to ensure protection of the receiving collection system and
wastewater treatment facility: chemical precipitation,clarification,pH adjustment,and filtration
b. If a pretreatment permit is required,has one been issued? X Yes; No." If yes,please
attach a copy of the pretreatment permit. If no,provide date application was submitted:
IV. DESIGN INFORMATION:
1. Brief project description: Replacement of Existing OMC Lift Station with a new pump station
• 2. Owner and name of wastewater treatment facility(WWTF)receiving wastewater(See Instruction J.):
Town of Andrews WWTP
3. WWTF permit number: NCO020800
4. List the owner(s)of any intermediate sewers if different from applicant or owner of WWTF(See Instruction
J.): N/A
5. Permit number(s)for sewers immediately downstream: N/A—Force Main Discharges into Influent
Channel at the Town's WWTP
6. Pipe diameter of sewers immediately downstream: N/A
7. Engineering evaluation of downstream sewers'ability to accept the wastewater from this project(See
Instruction K.)is provided on page 4 of the calculations.
8. Summary of GRAVITY SEWER to be permitted:
Diameter Length
(inches) (linear feet)
21
9. Does the subject gravity sewer collection system comply with the Gravity Sewer Minimum Design Criteria
• and 15A NCAC 2H.0200? X Yes; No. If no,please identify criteria and explain:
FORM: PSFMGSA 10/99 Page 4 of 6

V. PUMP STATION INFORMATION (Complete Page 5 of 6 for each pump station included in this project.)
1. Pump station number or name: OMC Lift Station
2. In accordance with 15A NCAC 2H.0219(h)(3),describe the measures that are being implemented to prevent .
impacts on downslope surface waters should a power failure occur at this pump station(See Instruction L.):
Standby Generator
3. Design flow of the pump station: 0.319 million gallons per day
4. Operational point(s)of the pump(s): 222 gallons per minute at 181 feet total dynamic head
(TDH)
5. Number of pumps provided(15A NCAC 2H.0219(h)(2)): 2
6. Number of pumping cycles at average daily flow(15A NCAC 2H.0219(h)(2)): 4.8 cycles per
hour
7. For extended travel times(greater than 24 hours)or if appropriate pumping cycles are not met,describe odor
and corrosion control measures taken: N/A
8. Provide the location of each design element in the specifications and/or engineering plans:
Design Element Sheet Number of the Page Number in the
Plans Specifications
Alternate Power Source:
• Portable Generator(telemetry and receptacle required) --- - -
On-Site Generator(automatic transfer switch required)
Wet Well Ventedwith creen Cl. ---
Fillets in Wet Well C 1 ---
Check Valves and Gate Valves Cl. 02730-7
Security Fencing Cl. 02830
Lockable Wet Well Cover and DeadFront Control PanelCl. ---
Area Light C1 ---
o t Electrical Convenience Outlet Cl. ---
High Water Alarms:
Audible Alarm Cl ---
Visual Alarm
Auto-Dialer/Telemetry
on- orrosive Guide Rails/Lift Chams C 1 11312-4
Weather Access Road Cl. 02230
9. List any equipment(note sheet number of the plans or page number in the specifications)not specifically
mentioned above(hoist,odor control equipment,etc.):
10. a. 100-year flood elevation: UNK feet mean sea level
b. Finish grade elevation of the pump station:_1651 feet
® c. Measures taken to protect the pump station against flooding(15A NCAC 2H.0219(h)(6)): No elevations
are given on the FEMA mans—control panel will be above estimated 100-year floodplain and lid to pump
station will be watertight
FORM: PSFMGSA 10/99 Page 5 of 6

11. Summary of FORCE MAIN to be permitted,by diameter and length:
Diameter Length High Elevation Discharge Elevation Pump-Off Elevation
(inches) (linear feet) (feet) (feet) (feet)
6 10(New) N/A Tied to existing 1636.00
6 17,490(Existing) 1721.00 1713.00 1636.00
12. Station location of air-release valves(15A NCAC 2H.0219(i)(2)(L)): No known air release valves on
existing force main
Note: Air-release valves must be provided at all high points along the force main where the elevation
difference exceeds 10 feet.
Professional Engineer's Certification:
I, Joel L. Storrow,P.E. attest that this application for OMC Pump Station—Town of
Andrews,North Carolina has been reviewed by me
and is accurate,complete and consistent with the information supplied 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 and Gravity Sewer Minimum
Design Criteria for Gravity Sewers 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 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.
North Carolina Professional Engineer's seal,signature, and date:
SEAL
14774OWN
ems ..ol
Applicant's Certification:
I, Jim Dailey,Mayor attest that this application for OMC Pump Station—Town of
Andrews,North Carolina has been
reviewed by me and is accurate and complete to the best of my knowledge. I understand that if all required parts of
this application are not completed and that if all required supporting information and attachments are not included,
this application package will be returned to me as incomplete. Note: In accordance with NC General Statutes 143-
215.6A and 143-215.613,any person who knowingly makes any false statement,representation,or certification in
any application shall be guilty of a Class 2 'Zmeano hich may include a fine not to exceed$10,000 as well as
civil penalties up to$25 000 per violat'
F7 �
Signature: Date: QG
FORM: PSFMGSA 10/99 Page 6 of 6

State of North Carolina
Department of Environment and Natural ResourceR E C E I V E 0
Division of Water Quality WATER QUALITY SECTION
PUMP STATIONS, FORCE MAINS, AND GRAVITY S4 jE �;,
(THIS FORM MAY BE PHOTOCOPIED FOR USE AS AN ORIGINAL)
Application Number: A]� b ,�i—! y9BA8*V hWffig
I. GENERAL INFORMATION:
1. Applicant's name(name of the municipality,corporation, individual,etc.): Town of Andrews
2. Owner's or signing official's name and title(15A NCAC 2H.0206(b)): Honorable Jim Dailey,Mayor
3. Name and complete address of applicant: Town of Andrews Post Office Box 1210
City: Andrews State: NC Zip: 28901
Telephone number: ( 828 ) 321-3113 Facsimile number: ( 828 ) 321-4159
4. Project name(name of the subdivision,facility or establishment,etc.): OMC Lift Station Replacement
5. County where project is located: Cherokee
6. Fee submitted: $ 400.00 (See Instruction C.)
7. Name and complete address of engineering firm: McGill Associates,P.A.
• 55 Broad Street
City: Asheville State: NC Zip: 28801
Telephone number: ( 828 ) 252-0575 Facsimile number: ( 828 ) 252-2518
8. Name and affiliation of contact person who can answer questions about application:
Michael S.Apke,E.I.T.,Associate Engineer
II. PERMIT INFORMATION:
1. Project is: X new; modification
2. If this application is being submitted as a result of a modification to an existing permit,provide:
existing permit number and the issuance date
3. Applicant is: X public(See Instruction G;skip to item IIA.); private
If private,units(lots,townhomes,etc.)are: leased(Skip to item IIA.); sold
If sold,facilities owned by a: public utility(See Instruction H.);
homeowners' association/developer(See Instruction I.)
4. If project disturbs more than one acre,provide date when an erosion and sedimentation control plan was
submitted to the Division of Land Resources for approval: N/A—less than one acre
5. If project includes any stream or wetland crossings,provide date when Nationwide 12 or 404 permit was
submitted for approval: N/A
• 6. Provide buffers used to maintain compliance with any applicable river basin rules in 15A NCAC 2B .0200
(e.g.,Neuse River basin buffer rules): N/A
FORM: PSFMGSA 10/99 Page 3 of 6

- 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.): Industrial,Leachate
2. Volume of wastewater generated by this project:—0(Replacement of existing pump station)gallons per day
3. Explanation of how wastewater flow was determined(15A NCAC 2H.0219(l)): Town of Andrews water
billing records,capacities of existing and proposed future upstream pump stations
4. Nature of wastewater: %Domestic/Commercial; 55 %Industrial;
45 %Other waste-specify: Landfill Leachate
5. If wastewater is industrial in nature:
a. Level of pretreatment that has been provided to ensure protection of the receiving collection system and
wastewater treatment facility: chemical precipitation,clarification,pH adiustment,and filtration
b. If a pretreatment permit is required,has one been issued? X Yes; No. If yes,please
attach a copy of the pretreatment permit. If no,provide date application was submitted:
IV. DESIGN INFORMATION:
1. Brief project description: Replacement of Existing OMC Lift Station with a new pump station
2. Owner and name of wastewater treatment facility(WWTF)receiving wastewater(See Instruction J.):
• Town of Andrews WWTP
3. WWTF permit number: NCO020800
4. List the owner(s)of any intermediate sewers if different from applicant or owner of WWTF(See Instruction
J.): N/A
5. Permit number(s)for sewers immediately downstream: N/A—Force Main Discharges into Influent
Channel at the Town's WWTP
6. Pipe diameter of sewers immediately downstream: N/A
7. Engineering evaluation of downstream sewers'ability to accept the wastewater from this project(See
Instruction K.)is provided on page 4 of the calculations.
8. Summary of GRAVITY SEWER to be permitted:
Diameter Length
(inches) (linear feet)
21
9. Does the subject gravity sewer collection system comply with the Gravity Sewer Minimum Design Criteria
• and 15A NCAC 2H.0200? X Yes; No. If no,please identify criteria and explain:
f
FORM: PSFMGSA 10/99 Page 4 of 6

r
MP STATION INFORMATION (Complete Page 5 of 6 for each pump station included in this project.)
1- Pump station number or name: OMC Lift Station
2. In accordance with 15A NCAC 2H.0219(h)(3),describe the measures that are being implemented to prevent
impacts on downslope surface waters should a power failure occur at this pump station(See Instruction L.):
Standbv Generator
3. Design flow of the pump station: 0.319 million gallons per day
4. Operational point(s)of the pump(s): 222 gallons per mipute at 181 feet total dynamic head
(TDH)
5. Number of pumps provided(15A NCAC 2H.0219(h)(2)): 2
6. Number of pumping cycles at average daily flow(15A NCAC 2H.0219(h)(2)): 4.8 cycles per
hour
7. For extended travel times(greater than 24 hours)or if appropriate pumping cycles are not met,describe odor
and corrosion control measures taken: N/A
8. Provide the location of each design element in the specifications and/or engineering plans:
Design Element Sheet Number of the Page Number in the
Plans Specifications
Alternate Power Source:
Portable Generator(telemetry and receptacle required) - ---
On-Site Generator(automatic transfer switch required) ---
Wet Well Ventedwith creen C1 ---
Fillets in Wet Well Cl. ---
Check Valves and Gate Valves C1 02730-7
Security Fencing C1 02830
Lockable Wet Well Cover and DeadFront Control PanelC1 ---
Area Light C1 ---
o t Electrical Convenience Outlet C1 ---
1 r s p e
High Water Alarms:
Audible Alarm "-
Visual Alarm ---
Auto-Dialer/Telemetry
Non-Corrosive Guide Rails/Lift Chams C1 11312-4
All—Weather Access Road Cl. 02230
9. List any equipment(note sheet number of the plans or page number in the specifications)not specifically
mentioned above(hoist,odor control equipment,etc.):
10. a. 100-year.flood elevation: UNK feet mean sea level
b. Finish grade elevation of the pump station:_1651 feet
• c. Measures taken to protect the pump station against flooding(15A NCAC 2H.0219(h)(6)): No elevations
are given on the FEMA maps—control panel will be above estimated 100-year floodplain and lid to pump
station will be watertight
FORM: PSFMGSA 10/99 Page 5 of 6

11. Summary of FORCE MAIN to be permitted,by diameter and length:
Diameter Length High Elevation Discharge Elevation Pump-Off Elevation
(inches) (linear feet) (feet) (feet) (feet)
6 10(New) N/A Tied to existing 1636.00
6 17,490(Existing) 1 1721.00 1713.00 1636.00
12. Station location of air-release valves(15A NCAC 2H.0219(i)(2)(L)): No known air release valves on
existing force main
Note: Air-release valves must be provided at all high points along the force main where the elevation
difference exceeds 10 feet.
Professional Engineer's Certification:
I, Joel L. Storrow,P.E. attest that this application for OMC Pump Station—Town of
Andrews,North Carolina has been reviewed by me
and is accurate,complete and consistent with the information supplied 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 and Gravity Sewer Minimum
Design Criteria for Gravity Sewers 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 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:
�r�4ESSIO• �
SEAS. •
V 14774
Applicant's Certification:
I, Jim Dailey,Mayor attest that this application for OMC Pump Station—Town of
Andrews North Carolina has been
reviewed by me and is accurate and complete to the best of my knowledge. I understand that if all required parts of
this application are not completed and that if all required supporting information and attachments are not included,
this application package will be returned to me as incomplete. Note: In accordance with NC General Statutes 143-
215.6A and 143-215.613,any person who knowingly makes any false statement,representation,or certification in
any application shall be guilty of a Class 2 meano hich may include a fine not to exceed$10,000 as well as
civil penalties up to$25 0-00 per violat'
Signature: Date:
FORM: PSFMGSA 10/99 Page 6 of 6

e of North Carolina
epartment of Environment VT
and Natural Resources •
Division of Water Quality f
James B. Hunt, Jr., Governor
Bill Holman, Secretary NCDENR
Kerr T. Stevens, Director NORTH CAROLINA DEPARTMENT OF
ENVIRONMENT AND NATURAL RESOURCES
October 5, 2000 _---
JIM DAILEY,MAYOR [111
TOWN OF ANDREWS l� 1OCT 9 2000
P. O.BOX 1210
ANDREWS,NC 28901 li INATER OUALPTY SECTION
AS-HFVII_LE REGIONAL OFFICE
Subject: Permit No. WQOOI9032� --
Town of Andrews
Town of Andrews Sewer System
Improvements
Wastewater Collection System Extension
Cherokee County
Dear Honorable Mayor Dailey:
In accordance with your application received September 12, 2000, we are forwarding herewith
Permit No. WQ0019032, dated October 5, 2000, to the Town of Andrews for the construction and
operation of the subject wastewater collection system extension. This permit shall be effective from the
date of issuance until rescinded and shall be subject to the conditions and limitations as specified therein.
This cover letter shall be considered a part of this permit and is therefore incorporated therein by
reference.
Please pay particular attention to Permit Condition 3 which requires that the wastewater
collection facilities be properly operated and maintained in accordance with 15A NCAC 2H .0227 or
any individual system-wide collection system permit issued to the Permittee.
Permitting of this project does not constitute an acceptance of any part of the project that does
not meet 15A NCAC 2H .0200; the Division of Water Quality's (Division) Gravity Sewer Minimum
Design Criteria adopted February 12, 1996 as applicable; and the Division's Minimum Design Criteria
for the Fast-Track Permitting of Pump Stations and Force Mains adopted June 1, 2000 as applicable,
unless specifically mentioned herein. Division approval is based on acceptance of the certification
provided by a North Carolina-licensed Professional Engineer in the application. It shall be the
Permittee's responsibility to ensure that the as-constructed project meets the appropriate design criteria
and rules. Failure to comply may result in penalties in accordance with North Carolina General Statute
§143-215.6A through §143-215.6C, construction of additional or replacement wastewater collection
facilities, and/or referral of the North Carolina-licensed Professional Engineer to the licensing board.
In accordance with the provisions of Article 21 of Chapter 143, General Statutes of North
Carolina as amended, and other applicable Laws, Rules, and Regulations, permission is hereby granted
to Town of Andrews for the construction and operation of approximately 3,139 linear feet of 8-inch
gravity sewer; 2,382 linear feet of 10-inch gravity sewer; 5,871 linear feet of 12-inch gravity sewer;
5,485 linear feet of 15-inch gravity sewer; 868 linear feet of 16-inch gravity sewer; 3,703 linear feet of
18-inch gravity sewer to serve six two-bedroom residences; and two business offices as part of the
17 Mail Service Center, Raleigh, North Carolina 27699-1617 Telephone[phone] FAX[phone]
An Equal Opportunity Affirmative Action Employer 50%recycled/10%post-consumer paper

Town of Andrews Sewer System Improvements project, and the discharge of 2,015 gallons per da
collected domestic wastewater into the Town of Andrews's existing sewerage system, pursuant to th
application received September 12, 2000, and in conformity with 15A NCAC 2H .0200; the Division's
Gravity Sewer Minimum Design Criteria adopted February 12, 1996 as applicable; the Division's
Minimum Design Criteria for the Fast-Track Permitting of Pump Stations and Force Mains adopted June
1, 2000 as applicable; and other supporting 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 Andrews
Wastewater Treatment Facility (NPDES Permit No. NC0020800) 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 Kristin E. Miguez at
[phone] extension 524.
Sincerely,
tol-Kerr T. Stevens
• ���
cc: Cherokee County Health Department
rA� she_v-iile"Regional Offi'dt Water Quality Section (WWTF Permit No. NC0020800)
McGill Associates

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

4. This permit shall not be transferable. In the event there is a desire for the wastewater collectio
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.
9. In the event that the wastewater collection facilities fail to perform satisfactorily, including the
creation of nuisance conditions, the Permittee shall take immediate corrective action, including
those as may be required by this Division, such as the construction of additional or replacement
facilities.
10. The issuance of this permit shall not exempt the Permittee from complying with any and all statutes,
rules, regulations, or ordinances that may be imposed by other government agencies (local, state and
federal) which have jurisdiction, including but not limited to applicable river buffer rules in 15A
NCAC 2B .0200, erosion and sedimentation control requirements in 15A NCAC Ch. 4 and under
.the Division's General Permit NCGO100000, and any requirements pertaining.to wetlands under
15A NCAC 2B .0200 and 15A NCAC 2H .0500.
11. Noncompliance Notification:
The Permittee shall report by telephone to the Asheville Regional Office, telephone number (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:
2

raAny process unit failure, due to known or unknown reasons, that renders the facility incapable
of adequate wastewater transport, such as mechanical or electrical failures of pumps, line
blockage or breakage, etc.; or
b. Any failure of a pumping station or sewer line resulting in a by-pass directly to receiving waters
without treatment of all or any portion of the influent to such station or facility.
Persons reporting such occurrences by telephone shall also file a written report in letter form within
five days following first knowledge of the occurrence. This report must outline the actions taken or
proposed to be taken to ensure that the problem does not recur.
Permit issued this the fifth day of October, 2000
NORTH CAROLINA ENVIRONMENTAL MANAGEMENT COMMISSION
err T. Stevens,Director
Division of Water Quality
By Authority of the Environmental Management Commission
Permit Number WQ0019032
3

Permit No. WQ0019032
October 5, 2000
ENGINEER'S CERTIFICATION
Partial Final
I, as a duly registered Professional Engineer in the State of North
Carolina, having been authorized to observe (periodically, weekly, full time) the construction of the
project, for the
Project Name Location and County
Permittee hereby state that, to the best of my abilities, due care and diligence was used in the observation
of the construction such that the construction was observed to be built within substantial compliance of
this permit; 15A NCAC 211 .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
4

10:49 919-715-6048 DWO NON DISCHARGE BR PAGE 02
PROCEDURE 4 REQUEST FORM
DATE.-
FROM- Max Haner
Asheville, Regional Office, Water Quality Section
TO Kristin Miguez
Non-Discharge Pem-sitting Unit
State Engineering Review Group
[phone] x524
Fax [phone]
Application Number: q Dn County:
Applicant: 'Fby An
Project NTame:� -
Receiving Facility: _Perxzxit# b
Flow Volume: GPI] Flow Type: Dom. �Com. end
Engineer: SOC project? yes no
Approval: � Dezxial:
Comments:�
Regional Signature-
ow
Application Number: County:
Applicant:
Project Frame:
Receit-ina Facility: permit#
Flour Volume: _ _. CPD Flow Type: ---Dom. ---Qom. —Incl_
Engineer. SOC e t? yes_ no
Approval: Denial:
Comments:
.,
Regiozial Sivc-zmture: 00
'�(�!t! o

06/27/2000 09:52 919-715-6048 DWQ NON DISCHARGE BR PAGE 01/02
.r.
11-4 PROCEDURE 4 REQUEST FORM
DATE:
O FROM: Max Haner
Asheville Regional Office, Water Quality Section*
TO RO Kristin Miguez
Non-Discharge Permitting Unit
State Engineering Review Group
(91.9) 733-5083 x524
Fax [phone]
" Application Number: County: CRL. q
Applicant:
Pzoject Name: -elf j
Receiving Facility: Permit#
Flow Volume: (0 W GPD Flow Type: .__ Dom —CorrL Ind.
Engineer: _ i(knC 1l CLJ fs3C&- _ SOC project?_yes no
Approval: Denial:
Comments:
Regional Signature:
Application Number: County:
Applicant:
PrgJect Name:
Receiving Facility: Permit#
Flow Volume: UPD Flow Type: Dom. Com.
Engineer. SOC project? yes no
Approval- .` Denial:
Comments:
1
Regional Signature:

North Carolina
rtment of Environment 00
d Natural Resources �r
ivision of Water Quality
James B. Hunt, Jr., Governor
Wayne McDevitt, Secretary NCDENR
Kerr T. Stevens, Director
NORTH_CAROLINA=-DEPARTMENT OF
,!,ENVIRONMENT AND'`NAT,,JR RESOURCES
June 10, 1999
James Dailey, Mayor b `� JUN 1 41099
Town of Andrews 1 _
P. O. Box 217 �lA?LR 4J hL1 I'r'SEI s iCnl
Andrews,North Carolina 28901 e?"iVii,p C� u!�1 '--� '�-- —'•`'
Subject: Permit No. WQ0016476
East Andrews Water& Sewer
Improvements
Public Pressure and Gravity Sewer
Wastewater Collection System
Cherokee County
Dear Dailey:
In accordance with your application received February 19, 1999, we are forwarding herewith Permit
No. WQ0016476 dated June 10, 1999, to the Town of Andrews for the construction and operation of the
subject wastewater collection extension.
• This permit shall be effective from the date of issuance until rescinded and shall be subject to the
conditions and limitations as specified therein.
If any parts, requirements, or limitations contained in this permit are unacceptable, you have the right
to request an adjudicatory hearing upon written request within thirty(30) days following receipt of this permit.
This request must be in the form of a written petition, conforming to Chapter 150B of the North Carolina
General Statutes, and filed with the Office of Administrative Hearings, P.O. Drawer 27447, Raleigh, NC
27611-7447. Unless such demands are made this permit shall be final and binding.
One set of approved plans and specifications is being forwarded to you. If you need additional
information concerning this matter,please contact Danny Wiegand -5083 extension 358.
Sinc
,,Kerr T. Stevens
cc: Cherokee County Health Department
Ash �nllle Regional'OOf�tceWater Quality SeU.ion../'
McGill Associates, P. A.
PO Box 29535, Raleigh, North Carolina 27626-0535 Telephone [phone] Fax[phone]
An Equal Opportunity Affirmative Action Employer 50% recycled/10%post-consumer paper

NORTH CAROLINA
ENVIRONMENTAL MANAGEMENT COMMISSION
DEPARTMENT OF ENVIRONMENT AND NATURAL RESOURCES
RALEIGH
WASTEWATER COLLECTION PERMIT
In accordance with the provisions of Article 21 of Chapter 143, General Statutes of North Carolina as amended,
and other applicable Laws,Rules, and Regulations
PERMISSION IS HEREBY GRANTED TO
Town of Andrews
Cherokee County
FOR THE
construction and operation of approximately 3,726 linear feet of 8 inch gravity sewer, a 175 GPM pump station
with duplex pumps, on-site audible and visual high water alarms, an on-site generator for continuous standby, and
approximately 860 linear feet of 6 inch force main to serve East Andrews, and the discharge of 17,100 GPD of
collected domestic, commercial and industrial wastewater into the Town of Andrews' existing sewerage system,
• pursuant to the application received February 19, 1999, and in conformity with the project plan, specifications,
and other supporting data subsequently filed and approved by the Department of Environment and Natural
Resources and considered a part of this permit.
This permit shall be effective from the date of issuance until rescinded and shall be subject to the following
specified conditions and limitations:
1. This permit shall become voidable unless the facilities are constructed in accordance with the conditions of
this permit,the approved plans and specifications, and other supporting data.
2. This permit is effective only with respect to the nature and volume of wastes described in the application
and other supporting data.
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 Andrews Wastewater Treatment
Facility prior to being discharged into the receiving stream.
5. This permit is not transferable. In the event there is a desire for the facilities to change ownership, or there
is a name change of the Permittee, a formal permit request must be submitted to the Division of Water
Quality (Division) accompanied by an application fee, documentation from the parties involved, and other
supporting materials as may be appropriate. The approval of this request will be considered on its merits
and may or may not be approved.
6. Construction of the sewers, pump station(s) and force main shall be scheduled so as not to interrupt service
isby the existing utilities nor result in an overflow or bypass discharge of wastewater to the surface waters of
the State.
1

Pon completion of construction and prior to operation of this permitted facility, a certification must be
received from a professional engineer certifying that the permitted facility has been installed in accordance
with this permit, the approved plans and specifications, and other supporting materials. If this project is to
be completed in phases and partially certified, you shall retain the responsibility to track further
construction approved under the same permit, and shall provide a final certificate of completion once the
entire project has been completed. Mail the Certification to the Non-Discharge Permitting Unit, P.O. Box
29535,Raleigh,NC 27626-0535.
8. A copy of the approved plans and specifications shall be maintained on fileby the Permittee for a minimum
of five years from the date of the completion of construction.
9. Failure to abide by the conditions and limitations contained in this permit may subject the Permittee to an
enforcement action by the Division, in accordance with North Carolina General Statute 143-215.6A to 143-
215.6C.
10. The issuance of this permit does not preclude the Permittee from complying with any and all statutes, rules,
regulations, or ordinances which may be imposed by other government agencies (local, state, and federal)
which have jurisdiction.
11. The Permittee shall provide for the pump station and force main the following items:
a. Pump on/off elevations located so that 2-8 pumping cycles may be achieved per hour in the pump
station,
b. An air relief valve located at all high points along the force main,
c. A screened vent for the wet well,
• d. Fillets located in the wet well at the intersection of the flooring and sidewalls,
e. Three feet of cover (minimum) over the force main or the use of ferrous material where three feet
cannot be maintained,
f. Sufficient devices which will protect the pump station from vandals, and
g. Flood protection if the pump station is located below the 100-year flood elevation.
12. In the event that the facilities fail to perform satisfactorily, including the creation of nuisance conditions,the
Permittee shall take immediate corrective action, including those as may be required by this Division, such
as the construction of additional or replacement wastewater collection facilities.
13. NONCOMPLIANCE NOTIFICATION:
The Permittee shall report by telephone to the Asheville Regional Office, telephone number (828) 251-
6208, as soon as possible, but in no case more than 24 hours or on the next working day following the
occurrence or first knowledge of the occurrence of either of the following:
a. Any process unit failure, due to known or unknown reasons, that renders the facility-incapable of
adequate wastewater transport, such as mechanical or electrical failures of pumps, line blockage or
breakage, etc.; or
2

FbAny
failure of a pumping station or sewer line resulting in a by-pass directly to receiving waters
hout 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 (5)
days following first knowledge of the occurrence. This report must outline the actions taken orproposed to
be taken to ensure that the problem does not recur.
Permit issued this t P tenth day of June, 1999
NORTH ARO N RONMENTAL MANAGEMENT COMMISSION
.W--Kerr T. Stevens,Director
Division of Water Quality
By Authority of the Environmental Management Commission
Permit Number WQ0016476
3

it No. WQ0016476
ne 10, 1999
ENGINEER'S CERTIFICATION
Partial Final
1, as a duly registered Professional Engineer in the State of
North Carolina,having been authorized to observe(periodically,weekly,full time)the construction of the project,
Project Name Location and County
for the Permittee hereby state that,to the best of my abilities, due care and diligence was used in the observation
of the construction such that the construction was observed to be built within substantial compliance and intent of
this permit,the approved plans and specifications,and other supporting materials.
Signature Registration No.
Date
4

MC GM
A S S O C I A T E S
May 11, 1999
Mr. Danny Wiegand
North Carolina Division of Environmental Management
Water Quality Section
Permits and Engineering Unit
512 North Salisbury Street
Raleigh, North Carolina 27604
RE: Application for Approval of Plans and
Specifications
Pump Cycle Time Calculations/Float Elevations
East Andrews Water and Sewer Improvements
Town of Andrews
Application No. WQ0016476
Dear Mr. Wiegand:
As requested, we are sending the following:
1. Revised pump cycle time calculations based on the new pump capacity of
175 gpm at 63 feet TDH.
2. Revised Sheet 9 of 10 to show the new float elevations
3. Revised permit application form to reflect design changes. -All changes
have been initialed by a licensed engineer.
If you have any questions or require further information, please do not hesitate to call.
- z .
Sincerely,
McGILL ASSOCIATES, P.A.
r�.
MATTHEW A. FISHMAN, E.I.T.
Enclosure-
Cc: Mayor Jim Daily, Town of Andrews '-
;err=y 13.ecicer, -'CDENR WQS - Asheville
1
Storrow/98520.00/permits/denr/sewer/wgs4.doc
,,•lie.>> �.tn;ti`9�,
1
E n g i n e e r i n g F1 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]

McGill
A S S O C I A T E S
May 3, 1999
.l ,1
Mr. Danny Wie and
North Carolina Division of Environmental Management - I'9 9 f}/'
1 4
Water Quality Section
Permits and Engineering Unit �a�^® ,
512 North Salisbury Street
Raleigh, North Carolina 27604
RE: Application for Approval of Plans and
Specifications
Notification of Design Revision
East Andrews Water and Sewer Improvements
Town of Andrews
Application No. WQ0016476
Dear Mr. Wiegand:
After father reviewing design calculations for the sizing of submersible pumps and
force main, we have revised the size of the proposed pumps and force main as follows:
1. The pumps shall be capable of 175 gpm at 63 feet TDH. The pumps will be
replaced with larger pumps when flows to the wet well exceed design
capacity.
- 2. The force main diameter shall be 6 inches. The SDR rating will remain 21.
Revised design calculations are attached. If you have any questions or require further
information, please do not hesitate to call.
Sincerely,
McGILL ASSOCIATES, P.A.
MATTHEW A. FISHMAN, E.I.T.
Enclosure
�t
Cc: Mayor Jim Daily, Town of Andrews
I�erayBeck , NCDENR WQS - Asheville
Storrow/98520.00/Perm its/dear/sewer/wgs3.doc
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]

RMcGM
A S S O C I A T E S
May 3, 1999
Mr. Danny Wiegand
North Carolina Division of Environmental Management
Water Quality Section
Permits and Engineering Unit
512 North Salisbury Street
Raleigh, North Carolina 27604
RE: Application for Approval of Plans and
Specifications
Notification of Design Revision
East Andrews Water and Sewer Improvements
Town of Andrews
Application No. WQ0016476
Dear Mr. Wiegand:
After father reviewing design calculations for the sizing of submersible pumps and
force main, we have revised the size of the proposed pumps and force air} as follows:
1. The pumps shall be capable of 175 gpm at C
et TDH. The pumps will be
replaced with larger pumps when flows to tet well exceed design
capacity.
2. The force main diameter shall be 6 inches. The SDR rating will remain 21.
Revised design calculations are attached. If you have any questions_or require further
information, please do not hesitate to call.
Sincerely,
McGILL ASSOCIATES, P.A.
Ow,
MATTBEW A. FISHMAN ELT. = ti
�
Enclosure ,z= . A
Cc: Mayor Jim Daily, Town of Andrews
;S
KePWAe.ck_er;I`dCDENR WQS - Asheville " `iq J {
Storrow/98520.00/pemiits/dew/sewer/wgs3.doc
Engineering . • Planning • F1nance
McGill Associates, P.A. • P.O. Box 2259, Asheville, NC 28802 • 55 Broad Street, Asheville,.NC 28801
828-252-0575 • FAX [phone]

tate of North Carolina
tal
Department of Environment 11kT1?WA
IT4 0
and Natural Resources •
Division of Water Quality
m
_9 s B. Hunt, Jr., Governor
J Jame a
Wayne McDevitt, Secretary NCDENR
KerrT. Stevens, Director NORTH CAROLINA DEPARTMENT OF
ENVIRONMENT AND NATURAL RESOURCES
28, 1999
Mr. James Dailey, Mayor
Town of Andrews
P. O. Box 217
.E (.)�D
Andrews,North Carolina 28901
Application No. WQOO 16476
Additional Information Request
East Andrews W&S
Sewer-Public
Cherokee County
Dear Mr. Dailey:
The Non-Discharge Permitting Unit has completed a preliminary engineering review of
the subject application. Additional information is required before we can continue our review.
Please address the following items no later than May 31, 1999:
Force Main Design:
• 1) The plan view on sheet 2 of 10 shows the 8-inch PVC force main crossing an
existing water line. The profile on Sheet 3) of 10 does not show this crossing. The
plans should be revised showing this crossing or the following should take place if
the positioning of the existing lines is unknown. A note may be added to the plans
explaining what to do if the contractor finds the existing 6-inch sewer and water
lines do not meet current, minimum-separation regulations and may prevent the new
8-inch force main from meeting these regulations (1 5A NCAC 2H .0219 (i) (2) (G)
(ii)). The note should state that ferrous pipe will be inserted 10 feet on each side of
the crossing for both the new 8-inch force main and the existing water line.
2) Plan Sheet 2 of 10 notes the force main as "Proposed 8-inch PVC (SDR 13.5) sewer
FM w/Y-O" min. cover"while Sheet 3 of 10 notes it as "6-inch PVC (SDR 2 1)
sewer FM w/3'-0"min. cover". Please clarify this discrepancy and revise the said
plan sheets.
Gravity Sewer Design:
1) On Sheet 2 of 10,the plan view shows the 8-inch sewer line crossing the proposed
8-inch waterline at approximately STA 30+50. Sheet 3 of 10, the profile sheet,
does not show this crossing. Please revise the profile sheet showing this crossing so
that potential conflicts may be identified.
2) On Sheet 2 of 10, the plan view shows the 8-inch sewer line crossing a lateral to a
fire hydrant at approximately STA 37+10. Sheet 3 of 10,the profile sheet, does not
show this crossing. Please revise the profile sheet showing this crossing so that
potential conflicts may be identified.
P.O. Box 29535, Raleigh, North Carolina 27626-0535 Telephone [phone] FAX [phone]
An Equal Opportunity Affirmative Action Employer 50% recycled/10% post-consumer paper

3) The application submitted specifies 350 ductile iron pipe to be used at the two
crossings of Junaluska Creek. This information is not noted on the plans. Please
OFF provide a note on the plans with this information.
4) In accordance with 15A NCAC 2H .0219 (i) (2) (G) (vi) & (ix), a minimum
horizontal separation of 10 feet must be maintained between the sewer and streams,
lakes or impoundments and the top slope of embankments. Manhole A2 and
approximately 60 feet of the 8-inch gravity sewer do not appear to meet this
minimum separation requirement on Sheet 2 of 10. Please either provide notes on
your plans indicating that the minimum separation be maintained or revise Sheet 2
of 10 to show this 10 feet of separation.
Please reference the subject permit application number when providing the requested -
information. All information should be signed, sealed, and submitted in duplicate to my
attention at the address above. Please note that failure to provide this additional information on
or before the above requested date can result in your application being returned as incomplete.
If you have any questions regarding this request,please call me at [phone],
extension 358. Thank you in advance for your cooperation and timely response.
Sincerely,
DannyViegand
Non-Discharge Permitting Unit
cc: wA heville_Re`gional Office, Water_Quality7
Permit File WQ0016476
McGill Associates

1IMcGM
A S S O C I A T E SPOP
,aC
April 23, 1999 \\\t �!
Ms. Kerry Becker �F`�a
North Carolina Department Of �
Environment and Natural Resources
Division of Water Quality $a
59 Woodfin Place
Asheville NC 28801
RE: Permit Application
East Andrews Sewer System Improvements
Town of Andrews
Dear Ms. Becker:
As requested, we are submitting a copy of the Application for Approval of Plans and
Specifications for the Town of Andrews East Andrews Water And Sewer Improvements.
The original application was submitted on February 17, 1999. Please note the Contractor
for this project has begun mobilizing. In addition, Cherokee County Schools had hoped
to open the new Andrews Middle School on July 1, 1999. This is impossible until the
subject project has been completed.
We look forward to your reply and are available to meet with you to discuss this
project. If you have any questions, please do not hesitate to call at [phone].
Sincerely,
McGILL ASSOCIATES, P.A.
MATTHEW A. FISHMAN, E.I.T.
Enclosures
cc: Jim Dailey
Clary Steppe
Mike Ward
Storrow/98520.00/letters/kb23 api9.doe
E n g i n e e r i n g P l a n n i n g • F i n a n c e
McGill Associates, P.A. • P.O. Box 2259, Asheville, NC 28802 • 55 Broad Sheet, Asheville, NC 28801
828-252-0575 • FAX [phone]

r MCGM � . 3. �
A S S O C I A T E S
February 17, 1999
Mr. Kim Colson
North Carolina Division of Environmental Management
Water Quality Section
Permits and Engineering Unit
Post Office Box 29535
Raleigh, North Carolina 27626-0535
RE: Application for-Approval of Plans and Specifications
East Andrews Water and Sewer Improvements
j Town of Andrews
Dear Mr. Colson:
On behalf of the Town of Andrews, the following items are enclosed for your review.
• One(1) original Non-Discharge Permit Application
• Two (2) sets of plans and specifications
• Two (2) copies of calculations
• One (1) check for the permit processing fee ($400)
This project generally consists of 3,700 LF of 8-inch PVC gravity collection sewer, 860 LF ..
of 8-inch sewer force main, and a 360 gpm submersible pump station. Proposed water lines are
also included in this project and are being reviewed by the Public Water Supply.Section.
Please note this sewer system will serve a new middle school currently under construction in
-east Andrews. The school is scheduled for completion on July 1, 1999. In order to allow time
for construction of the sewer lines and pump station prior to the opening of the middle school,
we are requesting this application be given priority.
Engineering Planning _ Finance
McGill Associates, P.A. •P.O. Box 2259,Asheville,NC 28802 • SS Broad Street,Asheville, NC 28801
704-252-0575 • FAX [phone]

If you have any questions or require further information, please do not hesitate to call.
Sincerely,
McGILL ASSOCIATES, P.A.
71W-0
MATTHEW A. FISHMAN, E.I.T.
Enclosures
Cc: Mayor Jim Daily, Town of Andrews
' I
Stotrow/98520.00/pennits/denr/sewer/wqs Ldoc

LepartMU11L VL 1�aa V as valaaaa.aay -
`' Division of Environmental Management°
—' Non-Discharge Permit Application .
(THIS FORM MAY BE PHOTOCOPIED FOR USE AS AN ORIGINAL)'
GRAVITY SEWER EXTENSION,
PUMP STATIONS, AND PRESSURE SEWERS
I. GENERAL:INFORMATION: SOC Project: Yes,: No.
1. --Applicant's name(please specify the name of the municipality,corporation,individual,etc.):
.. . Yawn. o.f. Andrews. --
2. Print Owners or Signing Official's naine and title(the person who is legally responsible for the facility and its compliant
James- Dai-1 ey, Mayor
3. Mailing address: • Post ,0 f f i c e B o x -217
Ci y =-
A n d r:e w s .'. State: N . C .
Zip:' 2 8 9 01
t :.
828
7 .
Telep6ne Number:( ) 3 21 3113.. .
4: Project Name(please specify the name of the subdivision, facility, or establishment= should-be.consistent with proj
name on plans,specificatidns,letters of flow acceptance,Operational Agreements,etc.):
_ .
= =a .r-e'ws -Vat-er--an d= Sewiar~-i..mp:rav m`enis
5. A lication Date: 2/1`01.9..9 '. 6. Fee Submitted•
.6_.p 6un `wIT6i •roject is located: '
PERMIT: INFORMA TION:
-. _ ..rar+•-uw,�:�+.,�.::i.ifi:ii:+.-r_..cti..ci.X....r. — - ,-e_,'.+a..r se•-r-^•rn-:;e:.:•e.. [i
__ -l: ;Application No::(will be completed by:DEMO:'
' - _ .14yk��..r4:i+.....�-.r•��.it+�. � .�.aa ._._,...-.i..-.�...._�r..r...:...'..�_ ._...... �. - w.��.._v.r..._�•_:
~2w`S `whether rojectis: new;:- moth c
- - n to an existing rmit,please coinplet
3. �If this a�_lcation is tieing submitted:as a result of a modificatio _ a permit, __.
exrstina peimrt number -`��-'-"- - and the issue date
4. Specify whether the applicant is: ' ` public or private.
III: IN1rORMATION: -ON'WASTEWATER.
1. Nature`of Wastewater. 9 fl %Domestic/Comniercial; 5 To Industrial; '
9'c Other waste(specify):, .I-n
•
2.-:Please-provide a one or two word description specifying the origin of the wastewater,such m school,subdivision,hos
!:':; industrial, School S'ubdivision', Industria -Comrirerci_al
Y ':commercial, strial,apartments,etc.
3. Indicate any parameters)(and their concen(ration)that will be greater than normal domestic levels:
f _ None
. 4.' If wastewater is not domestic in nature,what level of pretreatment has been provided to ensure protection of the rece
wastewater treatment facility? -- N/A
5.- If a pretreatment permitis required,has one been issued? N A Yes _No. If yes,please attach a copy
pretreatment permit. If No,when will one be issued: .
FORM: GSPSA 02/95 Page 1 of 8

6. Volume of wastewater generated by this project: 209 , 5 0 6 gallons per day.
7. Explanation of how wastewater volume was determined: C l a s's i f e d areas as residential ,
commercial , and assig•ne-d flow/acre . glow from -Lee Plant ( industrial )
based on water use. r.eeor'd.s.- and information. from `Lee .
IV. DESIGN. INFORMATION:
1. -.Brief project description:- Co1.1•ect wastewater in East Andrews -t-h-ro?UUh ':8- i rich PVC
grav-ity sewer to submersible pump station. then pump through &- inch force
main t.o Town collection system.
2. • Name of wastewater treatment facility receiving wastewater: Andrews W W T P•
a:- Facility Permit Number: NC _ 0020800
=
b. _Engineer should provide statement of his evaluation_of downstream sewers ability to accept the wastewater:
�. New gravity collection sewer :-will be sized to carry
was-tewater• from the force• m.ain to a- large -diameter- sewer . Pro.iect �exoect
.,.tAi'. b.e:-::co.fls.tructed :in t•he near future . . Unknown
Permit Number.for.sewers immediately downstream:•
:d Pipe diameter of sewers immediately downstream:
3.- Simiinary of GRAVITY SEWER•to be permitted,by diameter;Iength and pipe material: ...:
Diameter '•y Length_ Pipe Circle C or Minimum Maximum :Minimum. Maximum, ,,Mini
(linear feet) Material N Facior& Slope(%)T " Slope(9c) Velocity: Velocity :Cover(in)_
Specify7 PA
Value.
NOTE-. The minimum velocity-must:not be Iess-:•tha Um
For public sewers the minimum diameter. ises.-
For private sewers the minimum diameter is 6 inches.
.4— Anchor Vos shall be provided for sewers with-slopes greater than 20 • The anchor spacing shall be a maximum of:36 fool
separauon for slopes of 21% to 35%; 24 foot separation for slopes of 36%to 50%; 16 foot separation for slopes greatei
`than 50%. . . .
' For:gelocities greater than 15 fps,it is strongly recommended that measures be considered which will protect the sewers and
manholes from erosion. For velocities greater than 20 fps,erosion control measures must be specified.
For ariy excessive'slopes or velocities that will occur in;any sewer line segment,what measures have been taken to protect
the`sewer pipe and manholes? N/A
5. Maximum length of sewer between manholes: 425 linear feet.
6.- This sewer line segment occurs between manhole no. A 4 and manhole no. A 5

•7.' -Does the owner/operator have the ability to clean this length? " Yes No. ror sCw- ..,a a`'a•s•••� b•��
than 425 feet,please provide a letter from the owner/operator,stating the ability to clean the specified reach and include
,:equipment specifications.
_ ew traffic ers�subject to existing or planned trac bearing loads? Yes _No. If yes,what measures are being to
to enable the sewers to withstand the loads?
_'L,:_{�• h• r'%tCOVer 1 s 3.6 °'app�rop-r1 ate. -pipe .cl ass specified
Outside drop manholes are provided where invert separations exceed: 2 . 5 fit(Provide for separations>or=2.5')
10: Identify(by manhole number)those manholes that have drop connections: B 1
I I.'Maximum allowable infiltration/exfiltration test rate: 1 Q 0 GPD/pipe diameter inch/mile of pipe.
NOTE:Must not exceed 100 GPD/pipe diameter inch/mile of pipe. -- -
i. , -':. . . ....
12. Mini mu1m separation distances as shown on the plans and addressed in the specifications.:If a,b,or c below is no,ex]
in1,ki attachment(This section must be completed for all collection systems including force mains and pressures sewers;
a)r,100 ft.horizontal separation from wells or other wafer supplies? Yes: No
aration from storm sewer or ferrous i sanitary sewer specified?.-X Yes �- No
b) 12 in::vertical sep P Pe.
S;. : s ified7 X Yes-:
c) '10 ft.horiz,sep:from wafer mains or 18 in vertical sep:(water over sewer)or ferrou pipe pec
` �- Q� X -If Yes are manhole riiri elevations.l font above'100-year
13:_Are manholes subjectto flooding. �Yes No. .,Or aie the nianholes'watertight,v
=leve l;(1�U year flood elevation should be indicated on plans)? Yes X�No;
should hown on plans)?-'�X:`:;nz
-Yes No.
1 foot above the 100=year flood elevation and vents every 1,000 feeiC_ ,
14.Identifyfiy manhole niimlier)those manholes that are vented:
•'�.;!}i:iY_ti..i.1:•.
ores have
Q X'- e ' No If es,what precautions or special feat
Does this project rivofve any stream crossings. Y s y _ _ • ••- = r
='t uiilized to ensure protection of the sewer line and not restrict stream flowT Identify the sheet of the plans and station
-?''-.na.••.f:r::•.�.avr.�.r_-c;:.s�-+... .�v.._ r:s�: w-arr�:_'o.s.. _ .r:c+.�a:.:.r _�.'ae.vi.:.cv-i.::w i�..-;w+y:;-:.v.:.i.c'.awv:.-e.a•:xw..-�.
nuriiber where stream crossings are located:-` h e e t f( t'a
:.i4':.if sl .' ^-.1.._ :wi. t ,' i :1__i?. -..• 1 is�'t f.• _ - :i: .I IX �•F.. :�'/ �
- _ - o f c:]..as -<:.3 5 Q:' d u. Sta
c.t i-]..e r i.r©n
ex,_.at } t'oss=i ng ysh.al:l• 'be.:cQ;nstruced - _
pe- anc bt�r ed 3 feet _bet env strea'rn bed : 4
..
Please note: The Division'recommends all stream crossings be located three (3) feet below the stream bed or'f
material pipe be specified. In addition,all acda:dream crossings must be In above the 25-year flood elevation.
the 25-year-flood elevation and the:100-year flood elevation should be indicated:on the plans. :;
� art .. .._ :' • •.-,, .. .. - ,. .. ,.-_':. '_ •
Sewers ma ?no be installed in WS-I watersheds. Are any of the subject wastewater collection systems located in a
L watershed? Yes X ' No.
FORM: GSPSA 02/95 Page.3 of 8

V.- 'PUMP. STATION- INFORMATION
1. Pump Station No.or Name: E a s t A n d r e w s (A separate page 4 of 8 should be submitted for each pump w
2T Name of closest downslope surface waters: J u n a 1 u s k a Creek
3. .Classification of closest downslope surface waters: Trout (as established by the Environmental Manageme;
-`".'.Commission &specified on sheet 5 of 8 of this application).
4..=In accordance with 15A NCAC 2H .0219 (h)(3),describe the measures that are being implemented to prevent impacts c
-downslope surface waters,should a power failure occur at this pump station. NOTE: Alternative power MUST be
addressed for every pump station in accordance with the above regulation. Back-up generator
wi.th an automatic transfer switch
5 What size pumps are provided: 360 GPM;and how many? 2
6. What i the design total dynamic head? 80feet '
7: How many pumping cycles will occur at average daily flow? 5 cycles per hour.
"NOTE:4:15A NCAC 2H.0219_(h)(2)requires 2 to 8 pumping cycles per hour be achieved at v rag daily now.
The following items are typically required in the design for pump stations. Check the appropriate blank to signify th
these items hav&b1 provided in the design plans and specifications:
-= zj Alternate Power Source :x ... .. . ...
s- WetWell Vented with Screen x
4 : Fillets in.Net Well . x
Check Valves and Gate Valves x
=} f -oz-
Securi}y Fencing x
°;•s .=lockable Wet Well Cover' x
. -
� -' -114_ V Electrical Convenience Outlet
- =`Fl uo arc Protection ,:-
;;- oodB Y Y
CO Z
�iiahrWater Alaiiii(one choice-inay be specified) '' Audible_and Visual' ` ' •Auto Dialer =
-'9-. Summary.of FORCE MAIN of PRESSURE SEWER to be permitted;by"diameter;length and pipe material:.°:.''-
-=z ".Diameter -- Length Pipe High Low' Minimum Maximum. Minimuir:
rn)--: _ '(linear feet) Material Elevatioq Elevation Velocity _ Velocity Cover(in)
00 MS)
860 . PVC 1.850 1808 2 . 3 2 . 3 36
10.==Are air.release valves provided at all high points along the force main (must be provided where the elevation differen
exceeds 10 feet)? Yes _No.
No: high p o.i n t s
11 Is the pump station subject to flooding? x=Yes:_No.' If Yes;what measures are being taken to protect against floodin
. ,5-:.Gonst;ritct:ed on - earth pad above flood e.l evati on
12..if subject to flooding,specify the 100-year flood elevation: 18301 Feet MSL
1'3. Are there existing or planned pump stations downstream of this station? `:es x No. If Yes, the eng:.,
shall evaluate the ability of those pump stations to adequately handle the subject flows and shall include that evaluation
an attachment to this application.

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This' m.for must be completed by the appropriate DENI regional office and included as a part of the project
submittal information.
INSTRUCTIONS' TO NC PROFESSIONAL ENGINEER:
. °.The classification of the downslope surface waters(the surface waters that any overflow from the facility would flow towa
;`- ' ,.in whiclfthese sewers will be constructed must be determined by the appropriate DEM regional office. Therefore, you
required; prior to submittal of the application package, to submit this form, with items 1 through 7 completed,
`the appr"6priate Division of Environmental Management Regional Water Quality Supervisor (see page 8 of 8). A
` ^`yirtinimuns, you must include an 8.5" by 11" copy of the portion of a 7.5 minute USGS Topographic Map which shows
location of these sewers and the downslope surface waters in which they will be located. Identify the closest downslc
completed the classificati�
surface- waters- on the attached map copy.. Once the regional office has
l'= ?reincorporate this completed page and the topographic map into the complete application form a
z=-submit-.the application package.
Town of Andrews
L-..'Applicant•(specify name of the municipality,corporation,individual,etc.):
;• I- McGill Associates, P.A. '
2. : Name&.complete address of engineering firm:
lost 22.59 ""Asheville North Carolina 28802
828 252-0575
Telephone number( )
East Andrews Water grid Sewer .Im rovement's "
3:. Project name:
4_ `Name'ofclosestdownslope surface waters: Junaluska Creek
' d' ace Cherokee,'
County_(ies),wfiere sewers an s
�. : �- '-Andre`►�s i990� -
6: ,i.Map name and date:
7 NC Pro Seal,Signature,and Date: `to�titisest¢93l�aF
0:.®
"tt�3.�3 SiJ{aii •.••� 7 .-•r _ r •• �•':-a�'.l.f:�_©V �~.a. q
i i 1T y'2 fit t '% �Q
({�� _ I... It - F _•i(/� �•`aR
ST
.-TO: ,REGIONAL• WATER QUALITY- SUPERVISOR` -_
:.Please provide irie with the classification of the watershed where these sewers will•be constructed,as identified on the att;
map.segment:
< 4 Name of surface.waters:
.•.::Y::.•�......:' .. / I (///lam
= Classification(as established by the Environmental Management Commission):
Proposed classification,if applicable:
=Siariature of regional office personnel: �. < Date: 3
FORM: GSPSA 02/95 Page 5 of 8

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

r: McG•'i 1.1 Assoc atet
'Name and Complete Address of Engineering Firm: _
pos-t •0-ff-4ce' Box- 2259
City:
Asheville State: N Zip: 9 R R f19
Telephone Number:
8-2 8- �. 252-0575
Professional' ItTigineer's Certification: r'r
East Andrews Water
I, M. -Keith Webb ,attest that this,application for
a,nd• Seder."Jmprovements " further
has been reviewed by me and is accurate and complete to the best of my kno ldge. Althoughtctertain portions of at to the best of h s subs
the proposed design has been prepared in"accordance with the applicableregulations..
rofessionals,inclusion of these materials under my signature and seal signifies that I
package may have been developed by other p
reviewed this material and have judged it io be consistent with the proposed design.
North Carolina Professional Engineers Seal,Signature,and Date: n
K T 4
_j:.�< • l
.. --� Vf.�ier�riYft'i,::r :iy a. •�' . . i. _ �; ,+i` 't�.. 1280k .� `.
ter.. •u+e'C- .l' °?•_ a rSt-.:Q V,4k -'.t.rC3•.`::�s:y'„i?�'7„.,
y '1�•..fir..-d.- 1 .
r:
?.: Fiat^.
l-
- y�, �t s•.
- 1 -
_ `nt s=�Certificatio
A lira
for a, -An
F- ► :, a: ,t?y attest that�this application
lt-r`= n_P.. _
�.....
dt
b:.::.•
iiasbeed' eviewd by.me and is accurate and complete to the best of my knowledge:_eI azeincli�ded;tlris au lic loan
caton'are ndC cone leted and that if all required supporting info on and atta tan
chm PP .t
e.m let
'ed to me as inco - -
"return P _-lie. _
11 -
�;-vi�s•,__�,:.�.. ... Date`.
Signature
INFORMATION
FORMATION
`.THE -iy PLETED APPLICATION PACKAGE,- INCLUDING ALL SUPPORTING. N . ;
- MATERIALS, SHOULD BE SENT TO -THE FOLLOWING:ADDRESS:,:'....�:.,=•:::;:,'...;
NORTH CAROLINA DIVISION OF ENVIRONMENTAL MANAGEMENT
WATER QUALITY.SECTION.
PERMITS- AND ENGINEERING UNIT 1.f=
POST OFFICE BOX 29535
RALEIGH, NORTH CAROLINA',27626-0535 .
TELEPHONE NUMBER: (919) 733-5083"
Page 7 of 8
FORM: GSPSA 02/95

DIVISION OF ENVIRONMENTAL MANAGEMENT REGIONAL OFFICES ,(12/94)
Asheville Regional WQ Supervisor Washington Regional WQ Supervisor Raleiglh Regional WQ Supervisor
59 Woodfin Place - Post Office Box 1507 Post Office Box 27687
Asheville,NC 28801 Washington,NC 27889 Raleigh,NC 27611
[phone] [phone] (919)57.1-4700
Fax[phone] Fax[phone] Fax[phone]
Avery Macon Beaufort Jones - Chatham Nash
Buncombe-_.. Madison__. ' .Berne ,_• Lenoir Durham Northampton
Burke McDowell Camden.. . Martin - Edgecombe:.Orange.
Caldwell ' ' Mitchell Chowan Pamlico Franklin Person
Cherokee Polk _ Craven Pas,;uotank Granville : Vance
Clay Rutherford _ Currituck, . Perquimans Halifax. Wake • '
Graham Swain - Dare Pitt Johnston Wan-en
Haywood ''Transylvania Gates Tyrell Lee Wilson i..
Henderson 1.Yancy Greene Washington
Jackson. Hertford Wayne_
Hyde
Fayetteville Regional WQ Supervisor Mooresville Regional WQ Supervisor':,!.....- Wilmington Region.WQ Supervisor
Wachovia Building,Suite 714 919 North Main Street 127 Cardinal Drive Extension
Fayetteville;NC 28301 ::Mooresville,NC 28115 • Wilmington,NC 28405-3845
i
[phone] (704)*663-1699". [phone]
Fax[phone] Fax[phone] Fax[phone]
Anson -: Moore. '. . ... Alexander Mecklenbu b - Brunswick--- New Hanover: .
BIaden- -•.Robeson= 'CaFiairus _',: Rowan, ;,: - Carteret Onslow.
Cumberland': -'Richmond"---- Catawba - StanI - - `- CoIuinbtis. Pender:
Hamett= - - ---Sam sori - Gastl ri --::.Union-`- --Du lin-
.i: : : ?.t �-�(.:_3-!tL'. 'i Z:'C.• aQ" - .Y�:.•..i':�" .f`a' _9 —1 �1--Hole. . - _ Scotland' - _ Iicdell •CIeveland
Mont�oiriery 'Lincoln
�'Vinston-Salem Regional WQ Su
585 aughtown Street
Winston-Salem,IBC 27107- _
910 771-4.600 4 — 7' •v'_ ?r 'L _ !
Fax[phone]: . . _ .. . . <..: :3.
Alamance Rockingham.
Alleghany Randolph.
Ashe �. t..
Stokes"
Caswell Surry
Davidson Wataug -
Davie Wilkes
Forsyth Yadkin
Guilford ;. `-'� - • . .�

}
Residential Flow ` Commercial Flow Industrial Flow Institutional Flow
Undeveloped Design Population Avg.Unit Cum.Avg. Avg.Unit Cum.Avg. Avg.Unit Cum.Avg. Avg.Unit Cum.Avg.
Area Area Pop.Density Increment Cum. Flow Flow Area Flow Flow Area Flow Flow Capacity Flow Flow
Line Segment Subarea (acres) (acres) (persons/acre) Total (gpd/person) (gpd) (acres) (gpd/acre) (gpd) (acres) (gpd/acre) (gpd) (Students) (gpd/student) (gpd)
A 1 A-1 15.99 19.99 3.5 70 70 100 6996.5 4.00 4500 18000 0 5000 0 0 15 0
A-2 0 0 70 100 6996.5 0.00 4500 18800 0 5000 0 350 15 5250
A 2 A-3 15.83 0 0 70 100 6996.5 0.00 4500 18000 10.3:::::::55 k><:«=#:60137:3 0 15 5250
A 3 A4 0 0 70 100 6996.5 5.33 4500 41985 0 5000 6087.3 0 15 5250
B 1 B-1 6.14 3.5 21 21 100 2149 0.00 4500 0 0 5000 0 0 15 0
B-2 0 0 21 100 2149 3.04 4500 13680 0 5000 0 0 15 0
B 2 B-3 0 0 21 100 2149 8.89 4500 53685 0 5000 0 0 15 0
EM, Spoke with Darryl from Lee Company;He told me sewer flows from Lee are usually 100,000 gallons/mth(3288 gpd);85%of highest water use for 1997/1998
0.85*218,000=185,300 gallons/mth(6092 gpd)
Reference: Wastewater Engineering,Metcalf&Eddy,Inc.
Percent of Sub-area
Sub-Area(acr Resident Commercial Industri Institutional Undeveloped
A-1 39.97 50 10 40
A-2 19.44 100
A-3 26.16 100
A4 5.33 100
B-1 6.14 100
B-2 3.04 100
5-3 8.89 100
ra

Cumulative Subtotal. Infiltration Total Desian Flow Sewer Design
Cumulative Cumulative Cumulative Cumulative Cumulative Cumulative___..
Cum.Avg. Cum.Peak Cumulative Peak Unit'' Avg.Unit Peak Unit' Avg.Unit Peak Peak Average Average Sewer Capacity
Flow Flow Area Area Infilt.Allow Infilt.Allow. Infilt.Allow. Infilt.Allow. Flow Flow Flow Flow Diameter Slope Half-full Velocity
(gpd); (gpd) (acres)' .(acres) (gpd/ac)- (gpd/ac)• (gpd). (gpd) (gpd) (cfs) (gpd) (cfs) (in) (in/in) (CFS) (FPS)
24997 99986 23.99 39.98 1604 1003 64128 40080 164114 0.25 65076 0.10 8 0.027 0.99 0.29
30247 120986 19.44 59.42 1604 1003 95310 59569 216296 0.33 89815 0.14 8 0.004 0.38 0.40
36334 145335 10.30 69.72 1604 1003 111831 69894 . 257166 0.40 106228 0.16 8 0.004 0.38 0.47
60319 241275 5.33 75.05 1604 1003 120380 75238 361655 0.56 135556 0.21 8 0.005 0.43 0.60
2149 - 8596 6.14 6.14 1604 1003 9849 6155 18445 0.03 8304 0.01 8 0.029 1.03 0.04
15829 63316 3.04 9.18 1604 1003 14725 9203 78041 0.12 25032 0.04 8 0.004 0.38 0.11
55834 223336 8.89 18.07 1604 1003 28984 18115 252320 0.39 73949 0.11 8 0.004 0.38 0.33
Total Average Flow to Pump Station 209506 gpd
s
145A9 gpm

. .'ZiS7�'..7v:�;�,-�:_._..�c::i'l'"1i-cSLLidr'"_:^�_. �.i I"l'sil:iii6'_'_��__cv__.=.^_e:v:}vu'd'= v.-:�v"s o.i'^•
08/29/97 57711000 � 57501000 210000 5911 .40
07/31/97 57501000 57135000 366000 51 , 613 .85
verage Consumption For This Accounts 0 .00 �j 2
Press Any Key to Continue
Consumption History for . . . EE COMPANY
Customer Location Number . . 60-660 Acct # 854
Billing Date; Cur Read Past Read Consumption Bill Amt
--------------------------------------------
06/30/98 2725100 2722100 3000 $42.00
05/29/98 I . . 26506900 26319000 2 187900 $818.58
04/29/98 26319000 26216000 . 103000 $462 .00
03/31/98 _ -26216000 --.__26081000 _" 135000 $5_96.40
02/27%98 _ _: 26081000 25907000• 174000 5760: 2® -
01/30/98 25907000 25842000 65000 .-$302.40
12/30/97 25842000 25762000 - 80000 $365 .40
11/25/97 - 25762000 25622000 140000 $617 .40
10/31/97 : 25622000 25551000 71000 $347 .76
09/30/97 ' 2-9551000 25462000 89000 $428.82
08/29/97 = 25462000 25347000 -115000 . $559:65
07/31/97 _ ..25347000 25129.000 218000. $964.95
Average Consumption For This Account:
Press Any:Key to .Continue : :; / J O CO .:
Y.

SIZE FORCE MAIN AND PUMPS
Length of 8 (ft) 860 .
Length of 6 (ft) 1227
Elev. Pump Station (ft) 1808.35 ' v -
Elev. MH (ft. 1.862.96
Elevation Change (ft) 54.61 .
Diameter New FM(in) 8
Diameter Exist. FM(in) 6
Hazen Williams New Pipe 140
Hazen Williams Exist. Pipe 100
` 'Velocity Velocity New FM Exist. FM
New Exist.
Flow (gpm) Flow (cfs) (fps) -(fps) Static Head (ft) Friction Loss Friction Loss Total Head (ft)
0 0 0.0 0.0 54.61 0.00 0.00 54.61
100 0.22 0.6 1.1 54.61 0.19 2.10 56.91
200 0.45 1.3 2.3 54.61 0.70 7.59 62.90
300 0.67 1.9 3.4 54.61 1.49 16.06 72.16
Design Flow: 363 0.81 2.3 4.1 54.61 2.12 22.85 79.58
400 0.89 2.6 4.5 54.61 2.53 27.35
2

Section NUN-%LVU rage I I-J
Dated JANUARY 1994
supersede:SIMMIER 1"3
Performance i 1 J
Curve
RPM: 1750 Discharge: 4" Solids: 3"
' 1 I f � ! i .i .i• .i
! I 1
! 1
40 135
..
120
35 !®�
i
1 . 105 ; 4096 5096 i I I I
30 92j} I 55% II
p!�i 6096 65%
90 I 66961
I
—25ta
W •�s�• '� _ I 1 1 I
Cz t94
60 60%
I ►� ( I 1 I •� I 55%
is � 6sal
45 !q, I I I I 50%
30.
- 10 ' •�• • , ,T i I I I
15
10. i BHP
- � - 5 � I I j '' 1 I l•{ 1 BHP
1
15
. I BHP � BHP 4
3
' . I .. .. ... BHP •} •-` -- ..� i I i i I 1 I
U.S.GPM 1001^ 200 ^ 300 400 500 600 700 600
M YHR 30 60 90 170 150 180
(S4?/PX-1150 60 Hz
1750 RPM
The curves reflect maximum performance characteristics without exceeding full load(Nameplate)horsepower.All pumps
have a service factor of 1.2.operation Is recommended In the bounded area with operational point within the curve limit.
Performance curves are based on actual tests with clear water at 70°F.and 12801eet site elevation.
Conditions of Service:
AURORAPUMP GPM; TDH: _ HYUROMATIC PUMPS
A VNII 01 ULNCRAL `,IGNnI,

k A 4C LAU SHEET NO. OF
.J.- .
A. S S 0 C I A T E S M A DATE
CALCULATED BY
Engineering - Planning - Finance
McGill Associates. P.A. - P.O. Box 2259, Asheville, NC 28802 DESCRIPTION
55 Broad Street,Asheville,NC 28801•828-252-0575•Fax [phone] SCALE PROJECT NO. C1
-------------
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plo
IL mAMAC -56 1&
I ! I' i L: NI E t,�_$j: 'Fivr� $6 0 �S L
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7= 1 Z ft
L:5
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.
I 114m. W E
T-1 Wl- C,

of North Carolina16T7?WA
rtm entt of Environment IT 0
Natural Resources 4 •
vision of Water Quality
James B. Hunt, Jr., Governor
Wayne McDevitt, SecretaryNC NR
A. Preston Howard, Jr., P.E., Director
NORTH CAROL E��A E. OF
ENVIRONMENT AN Y3A E OU.
February 22, 1999
Mr. James Dailey, Mayor
Town of Andrews '. {grgrER
Post Office Box 217 HEy1��HAl1ry
Andrews,North Carolina 28901 RfGlO SFCTICN l
N FF1C
Subject: Application No. WQ0001 E
East Andrews Water and Sewer
Sewer-Public
Cherokee County
Dear Mr. Dailey:
The Division's Permits and Engineering Unit acknowledges receipt of your permit application and
supporting materials on February 19, 1999. This application has been assigned the number listed above.
Your project has been assigned to Mr.Ron Palumbo for a detailed engineering review. Should there be
any questions concerning your project,the review will contact you with a request for additional information.
Be aware that the Division's Regional Office, copied below, must provide recommendations from the
Regional Supervisor or a Procedure Four Evaluation for this project, prior to final action by the division.
If you have any questions, please contact Mr. Ron Palumbo at 919/733-5083 ext. 533.If the engineer is
unavailable, you may leave a message on their voice mail and they will respond promptly.
PLEASE REFER TO THE ABOVE APPLICATION NUMBER WHEN MAKING INQUIRES ON
THIS PROJECT.
Si cerely,
�_Mr. Kim H. Colson, P.E.
Supervisor,Non-Discharge Permitting Unit
cc.Ashev7ufle_Re.gional_ fh.-c ' Water_Quality;1
McGill Associates, PA
•
P.O. Box 29535, Raleigh, North Carolina 27626-0535 Telephone [phone] FAX [phone]
An Equal Opportunity Affirmative Action Employer 50% recycled/10% post-consumer paper

Department of Environment, Health and Natural Resources
Division of Environmental Management- . .
Non-Discharge Permit Application
-(THIS FORM MAYBE PHOTOCOPIED FOR USE AS AN ORIGINAL) 1 v
F'SCE
. .. . . ... .. .. - .. Tc n�JAt Iv SEA 410N
GRAVITY SEWER EXTENSION,
ED
F
PUMP STATIONS, AND PRESSURE SEWERS�EB 1 9 t c9
I. GENERAL INFORMATION: SOC Project: ypUn tin4 No.
_. Non-�sctr9
1.---Applicant's name(please specify the name of the municipality,corporation,individual,etc.):
Town of. Andrews.
2. Print Owners or.Signing Official's none and title(the person who is legally responsible for the facility and its compliance):
James Dailey, Mayor
3. Mailing address: post Office B o x 217
City:4 _-A n d r.e w s State: N .C. Zip:' 28901
_ } -
828 321-3113.
Telephone Number:( )
4. " Project Name (please specify the name of the subdivision, facility,or establishment- should be consistent with project
name on plans,specifications,letters of flow acceptance,Operational Agreements,etc.):
- -- ,t=a-,-t-*rrdrevs -1Wat-er- -an-d- Se-w•er---Imprevem�rit$._
5. Application Date: 2/'10.%9 9'`' ` 6. Fee Submitted ._0:$ 0 . 0`0 ,.
6 County wheie project is located
• II. PERMIT'.INFORMATION:
1.4 A' lication No.(will be completed by-DEM): u'
2: Specify.whetherprgject is: new; modification. - -- `
this application is ling submifted.a's-a"result of a modification to an existing permit,please complete_
`existng permit number w: --: y and the issue date- A
4.. Specify whether the applicant is: " ' public or private
III. INIORMATION ON WASTEWATER:
1. - Nature:of Wastewater. 9 0 %D.omestic/Commeircial; 5 %Industrial;
5 9c Other waste(specify): I n s -i t u t i o n a-1 -
2. Please provide a one or two word description specifying the origin of the wastewater,such as school,subdivision,hospital
coriimercial,industrial,apartments,etc.: S c•h o o l ; S v b d i v i s i.o n ," Industrial .. 0 o m m P r r ia 1 _
,r..,..
•3. Indicate any parameters)(and their concentration)that will be greater than normal domestic levels:
- None
4:-If wastewater is not domestic in nature,what level of pretreatment has been provided to ensure protection of the receivin
wastewater treatment facility? N/A
5. If a pretreatment permit is required,has one been issued? N A Yes No. If yes,please attach a copy of th
• pretreatment permit. If No,when will one be issued:
FORM: GSPSA 02/95 Page I of 8

6. Volume of wastewater generated by this project: 209 , 506 gallons per day.
7. Explanation of how wastewater volume was determined: ' C l a ss i f e d areas as residential ,
commercial , and assigned flow/acre . Flow from Lee Plant industr •
based on water use. recor'd,s• and information from `-Lee .
IV. DESIGN INFORMATION:
1. -Brief project description: Col Tect wastewater in East Andrews -t-hrough 8- inch PVC
gravity sewer to submersible pump station . then pump through 8- inch force
main to Town collection system .
2. Name of wastewater treatment facility receiving wastewater: Andrews W W T P.
a:- Facility Permit Number: N C 0020800
b._ Engineer should provide statement of his evaluation_of downstream sewers ability to accept the wastewater:
New . gravity collection sewer ::will be sized to carry _-
wastewater- from the force• m.ai n to a 1 arge -diameter sewer . Project expected
t,.ot-•be- constructed .i n the near future . Unknown
c.,.;Permit Number.for sewers immediately downstream:.
d Pipe diameter of sewers immediately downstream: 8= i n c h
3. Summary of GRAVITY SEWER to be permitted,by diameter,length and pipe titaterial:
- Diameter Length Pipe Circle C or Minimum Maximum Minimum. ".Maximum, , Minimu
(in) (linear feet) Material N Factor'& Slope(% Slope(%) Velocity . Velocity Cover(in)
Specify (fps)'.: (fps)
Value. ::
NOTE: The minimum velocity must.not be less.than-2 fps:'
For public sewers the minimum diameter is 8 inches. ,
For private sewers the minimum diameter is 6 inches. -
4. . Anchors shall be provided for sewers with slopes greater than 20 %.' The anchor spacing shall be a maximum of:36 foot
;,.separation for slopes of 21% to 35%; 24 foot separation for slopes of 36%to 50%; 16 foot separation for slopes greater
_: than 50%.
For-velocities greater than 15 fps,it is strongly recommended that measures be considered which will protect the sewers and
manholes from e rosion. For velocities greater than 20 fps,erosion control measures must be specified.
For any excessive slopes or velocities that will occur id,'any sewer line segment,what measures have been taken to protect
- - the sewer pipe and manholes? N/A
5. -Maximum IenRth of sewer between manholes: 425 linear feet.
6. This sewer line segment occurs between manhole no. A 4 and manhole no. A 5
FORM: GSPSA 02/95 Page 2 of 8

Does the owner/operator have the ability to clean this length? X Yes No. For sewer reach lengths greater
than 425 feet,please provide a letter from the owner/operator,stating the ability to clean the specified reach and include the
_ :,equipment specifications.
8..`Sewers subject to existing or planned traffic bearing loads? Yes No. If yes,what measures are being taken
.-,,.to enable the sewers to withstand the loads?
:c =Aln- !`�;j o-ver is 36"`­app�rop- - -ate. pipe class specified
9: Outside drop manholes are provided where invert separations exceed: 2 ' S feet(provide for separations>or=2.37
10:. Identify(by manhole number)those manholes that have drop connections:
B1
11. Maximum allowable infiltration/exfiltration test rate: 100 GPD/pipe diameter inch/mile of pipe.
NOTE:Must not exceed 100 GPD/pipe diameter inch/mile of pipe.
{'
12. Minimum separation distances as shown on the plans and addressed in.the specifications: If a,b,or c below is no,explain
in an attachment(This section must be completed for all collection systems including force mains and pressures sewers):
a)-:*-100 ft.horizontal separation from wells or.other water supplies? Yes. No
b)...:12 in.vertical separation from storm sewer or ferrous pipe sanitary sewer specified?.-X' ' Yes No
c)''`.10 ft horiz.sep:from water mains or 18 in vertical sep:(water over sewer)or ferrous pipe`specified?X Yes
13:�Are manholes'subject to flooding? X Yes No. If Yes, are manhole run elevations 1 foot above 100-year floo
• ' level,(100 year flood elevation should be indicated on plans)? Yes X No; Or;are the manholes watertight,vente
1 foof_-above the 100-year flood elevation and vented every 1,000 feet(should be shown on plans)? I 'Yes No.
14.7 Identify Dy,manhole number)those manholes that are vented:
= 15: Doe's this project'involve any stream crossings? •X=-� Yes No.-If yes,what precautions or special_features have bee
flow? Identify the sheet of the plans and station
utilized to ensure protection of the sewer line and not restrict stream =?^`,car:` _ ^# . j
., _ -- --a200=00-
, number where`stream crossings are located:-` h e e t +2 l 5 t a� 1`8400
St a 200 70 L
w:e-r- at-11:c:r6ss.i hg sh.al .1 be_..•constr.ucTed of class ..350:. du.c.ti] e -iron
.r. ,..
and burned .3. fe-et below stream bed . 4
Please note: The Division recommends all•stream crossings be located three (3) feet below the stream bed or ferro
material pipe be specified. In addition,all aerial stream crossings must be located above the 25-year flood elevation. Bc
the_25-year flood elevation and the 100-year flood elevation should be indicated on the plans. :
16: Sewers-ma *not be installed in WS-I watersheds. Are any of the subject wastewater collection systems located in a WS
- =- watershed? Yes X No.
FORM: GSPSA 02/95 Page 3 of 8

V.- 'PUMP. STATION INFORMATION
1._ Pump Station No.or Name: East Andrews (A separate pave 4 of 8 should be submitted for each pump sta
2.. Name of closest downslope surface waters: J u n a 1 u s k a Creek
3. Classification of closest downslope surface waters: Trout (as established by the Environmental Management
Commission&specified on sheet 5 of 8 of this application).
4.• In accordance with 15A NCAC 2H .0219 (h)(3),describe the measures that are being implemented to prevent impacts on
-downslope surface waters,should a power failure occur at this pump station. NOTE: Alternative power MUST be
addressed for every pump station in accordance with the,above regulation. Back-up generator
wi.th an automatic transfer switch
5. What size pumps are provided: 360 _ GPM;and how many? 2
6. What is the design total dynamic head? 8 0 feet
5 cycles 7: How many pumping cycles will occur at average daily flow. Per hour.Y
` NOTE: 15A NCAC 2H.0219(h)(2)requires 2 to&pumping cycles per hour be achieved at average daily flow.
8. - The following items are typically required in the design for pump stations. Check the appropriate blank to signify that
these"items leave mil provided in the design plans and specifications:
--* Alternate Power Source X
Wet Well Vented with Screen X
Fillets in Wet Well x _-
-` Check Valves and Gate Valves X
Security'
Fencing _
L6ckable Wet Well Cover= = _...... .' X
-. - ---_.�J•;_�Light. .. :. : - . . .. - ... . _ ... _ . _ .. ,.
110V Electrical Convenience Outlet
Flood/Buoyancy Protection X ........ _ .. r
Qh Waiec Alarm(one choice:ma be s}�pcified) Audible and Visual' Auto Dialei
9: .Summ{ary of_FORCE MAIN or PRESSURE SEWER to be pemutted,by diameter,length and pipe material:-_'.! i
Diameter * Length Pipe High Low . ... Minimum . Maximum: Minimum
tin) (linear feet) Mate .. Elevation- Elevation Velocity .Velocity Cover(in)
rial
-- -- (ft) (ft) ( ) (fps)
8 860 PVC 1850 1808 2 . 3 2 . 3 36
10. Are air.release valves provided at all high points along the force main(must be provided where the elevation difference
exceeds 10 feet)? Yes —No N.o: h.i.g h p o.i n t s
11. Is the pump station subject to flooding?x--Yes No. If Yes,what measures are being taken to protect against flooding?
;.. ...Ca -,st_ru,ct:ed on . earth pad above flood elevation
12. If subject to flooding,specify the 100-year flood elevation: 1830 ' Feet MSL
I3. Are there existing or planned pump stations downstream of this station? Yes X No. If Yes, the eng�
shall evaluate the ability of those pump stations to adequately handle the subject flows and shall include that evaluatis
an attachment to this application.
FORM: GSPSA 02/95 Page 4 of 8

• • ANI)QEWS QUAD I
.'. �•-
1, 4
ITS,
tA
LO
BYPA
LRi
Y
r'� r
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1f ,fir �'•r�/'. + '
WA
jr ,[y' ✓ �,\ - to ti 't
M Y
a

is form must be completed by the appropriate DE regional office and included as a part of the project
submittal information.
INSTRUCTIONS- TO NC PROFESSIONAL ENGINEER:
The classification of the downslope surface waters(the surface waters that any overflow from the facility would flow toward)
in which.-these sewers will be constructed must be determined by the appropriate DEM regional office. Therefore, you are
required; prior to submittal of the application package, to submit this form, with items 1 through 7 completed, to
`the appfdpriate Division of Environmental Management Regional Water Quality Supervisor (see page 8 of 8). At a
minimucii,you must include an 8.5" by 11" copy of the portion of a 7.5 minute USGS Topographic Map which shows the
location of these sewers and the downslope surface waters in which they will be located. Identify the closest downslope
surface waters. on the attached map copy. Once the regional office 'has completed the classification,
reincorporate this completed page and the topographic map into the complete application form and
submit the' application package.
1. Applicant(specify name of the municipality,corporation,individual,etc.):
Town of Andrews
i McGill Associates, P.A.
2. Name&complete address of engineering firm:
most `(Sff'i c-e Box 2259 Ashevi l 1 e, North Carolina 28802
Telephone number. ( 828 ) 252-0575
3. 1?rojeciname: East Andrews Water and Sewer -Improvements
4_ Name of closest downslope surface waters- J u n a l u s k a Creek
Cherokee
5. Counry(ies)where sewers and surface waters are located:
6. Map name and dale: Aridr e�vs 9
7. NC Professional Engineer's Seal,Signature,and Date. CA
0 +
12809
14
• T
- - ;Tim //ggg} •
q
��/yy/ J[[y//y��� I / •��
. .. �••• •St
� II'-_ 1� �. .• r/�:f,c� e'ZO�m®1iN�� a�►� .
v=:`.ice;_
TO: REGIONAL, WATER QUALITY SUPERVISOR Z ^ + 'w q1
Please provide me with the classification of the.watershed where these sewers will be constructed,as identified on the attache
map segment: /I
Name of surface waters:
Classification(as established by the Environmental Management Commission):
= .TProposed classification,if applicable:
.--"Si gnature of regional office personnel:'
S, Dater 3
FORM: GSPSA 02/95 Page 5 of 8

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

{:• McGi 1.1 Associ ater '- .-- '
e and Complete Address.of Engineering Firm:
Post Ofi ce Box 2259
City:
A s h e v-i 1 1 e State: N • C • Zip: R R(1
Telephone�Number:
828 �• 252-0575 '
Professional e'ngineer's Certification:
" M . Keith Webb ,attest that this application for East Andrews Water
and, Sewer. '.I'mprowements
has been reviewed by me and is accurate and complete to the best of my knowledge.o regulations.further Althou h certain portions oof this submitt
the proposed design has been prepared in,accordance with the applicable
package may have been developed by other professionals,inclusion of these materials under my signature and seal signifies that I hay
reviewed this material and have judged it to be consistent with the proposed design.
North Carolina Professional Engineers Seal,Signature,and Date:.
RECEIVED
1 15'i. -.
FEBI 9 1-
VL
_ _ a F i �11a^ iscfl :�..
12� .rb1'emiEfng
Ll3ie:]'. (e".."as. v T't - ti, {..J•., - :,{t�.5_
"�.�'Z - ='`=7:b' :c�5[. _. .. .. : 'S,''.�'l?`i` •:�j lti Tia _j�- _i�.`'..s i'''
. ..frt J14. l�i'•-y.
Applicants Certification: ' .
a •- '= East-Andrews Water
I a m p :i:�::e-y:_ attest tMt.this application for
im`p ':overif2n'1 ..'
o•,.
has been ieviewed by me and is accurate and complete to the best of my knowledge:•I understand that if all recjuired pans of
• _
_:._._,, p� M
applicatton,are-not completed and that if all required supporting tnfo 'on and attaclunents are not included this application pack
will:be retuned to me as,incomplete.
Date'
Signature -:!• : :'
�:.
THE PLETED APPLICATION PACKAGE, INCLUDING ALL SUPPORTING INFORMATION rA1Vl
MATERIALS, SHOULD BE SENT TO THE FOLLOWING•A
ES
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: GSPSA 02195 Page 7 of 8

DIVISION OF ENVIRONMENTAL MANAGEMENT REGIONAL OFFICES ,(12/94)
Asheville Regional WQ Supervisor Washington Regional WQ Supervisor Raleigh Regional WQ Supervisor
59 Woodfin Place Post Office Box 1507 Post Office Box 27687
Asheville,NC 28801 Washington,NC 27889 Raleigh,NC 27611
[phone] [phone] (919)57.14700
Fax[phone] Fax[phone] Fax[phone]
Avery - Macon - Beaufort Jones Chatham - Nash
Buncombe__. . Madison__ Bertie ._-. , Lenoir Durham Northampton
Burke McDowell Camden Martin Edgecombe-.Orange.
Caldwell Mitchell Chowan Pamlico Franklin Person
Cherokee 'Polk _ Craven Pas:�uotank Granville : Vance :.
Clay Rutherford _ Currituck. Perquimans Halifax. Wake -
Graham Swain - Dane Pitt Johnston Warren
Haywood Transylvania Gates Tyrell Lee Wilson
Henderson �Yancy Greene Washington
Jackson _ Hertford Wayne-
Hyde
Fayetteville Regional WQ Supervisor Mooresville Regional WQ Supervisor Wilmington Region.WQ Supervisor
Wachovia Building,Suite 714 919 North Main Street IV Cardinal Drive Extension
Fayetteville,NC 28301 Mooresville,NC 28115 Wilmington,NC 28405-3845
[phone] ! (704)*663-1699 [phone]
Fax[phone] Fax[phone] Fax[phone] .
Anson Moore _= "Alexander Mecklenburg Brunswick New Hanover. :-
Bladen -= _._..Robeson..__._. --_--:._. Cabairtrs:=:: Rowan: !::. ::: ._--.--:---.--- Carteret _�Onslow
- - - =- -- .
Cumberland' Richmond -. �; Catawba- - Stanly Columbus:• Pender
Harnett :lf_,` - :=-Sarripsori ...t q.^`Gastoa`=_ -- .Union --- - — -- - Duplin=
Hoke. Scotland- - :;, Iredell' _ Cleveland . y
Lincoln ,.•= :,� a = _.. _ ,i_=: 1
Montgozriery
Winston-Salem Regional W Su rvisor �_ _ _.__ .. .--• •- _-- . ----__-____._. _-_-- ---- -•_ :�r s : � ::
Q Pe.
585 Waughtown•Street
Winston-Salem,NC 27107. e.
(910)7714.600 _-3. . `f`' :{ ` -• ..•
Fax[phone].
Alamance Rockingham
AlIeghany Randolph. :
Ashe Stokes
Caswell Suny
Davidson WataTjga
Davie Wilkes
Forsyth Yadkin
Guilford
FORM: GSPSA 02/95 Page 8 of 8 - .

To: State Review Group
Ron Palumbo
From: Forrest R. Westall,
Water Quality Regio j
rvisor,
rl e Ashev' egional rice
2
Date: Mar(-h,--�4, 9
SUBJECT: Procedure Four (4)
APN WQ00016476 State review Group
East Andrews Public Review Engineer Ron Palumbo
Sewer Project
Cherokee Co . Regional Office Contact Kerry Becker
1) Name of wastewater treatment plant to receive the wastewater
Town of Andrews
2) 'grRTP design capacity 1 . 5 MGD
3) NPDES Permit No. NC0020800 Expiration Date : 12/31/02
4) Compliance Information:
Present treatment plant performance
for previous 12 months - beginning 02/01/98
5) Quantity and type of wastewater from proposed sewers:
209, 600 GPD
domestic x
industrial
6) Volume from previously approved projects not yet tributary to
;grRTP 0 GPD
7) Regional- Rsccz nsndztio:!s X Denial
This request would normally have been denied considering the
condition of the downstream sewers . However, the Town and McGill
Associates will be applying for grant and state monies to rehab the -'—'-:7er
collection system as well as update the WWTP.

•
Mc l issom
A S S O C I A T E S
February 15, 1999
Mr. David Baker
US Army Corps of Engineers 1' I ®i j
Regulatory Field Office �u
QUA
151 Patton Avenue, Room 143
Asheville, North Carol tt
Carolina 28801 :REc� i�o�ic
I
RE: East Andrews Water And Sewer Improvements O
Town of Andrews
Cherokee County, North Carolina
Dear Mr. Baker:
Please find enclosed a signed application form for a Nationwide Permit and one (1) set of 8 t/2"
x 11" drawings for one (1) water line crossing and two (2) sewer line crossings under Junaluska
Creek in Cherokee County.
If you have any questions or require'further information please feel free to contact me.
Sincerely,
MCGIIL ASSOCIATES, P.A.
MATTHEW A. FISHMAN, E.I.T.
Enclosures
Cc: Jim Dailey, Town of Andrews
John Dorney, Water Quality Planning (w/7 copies)
Brian Cole, USFWS (w/1 copy)
Renee Gledhill-Early, SHPQ (w/1 copy)
Mark Davis, NC Wildlife Resources Commission (w/1 copy)
storrow\98520.00\permits\corps\corps.doe
E n g i n e e r i n g P. l a n n i n g F i n a n c e
McGill Associates, P.A. •P.O. Box 2259, Asheville, NC 28802 • 55 Broad Street, Asheville, NC 28801
704-252-0575 • FAX [phone]

DEM ID: ACTION ID:
Nationwide Permit Requested(Provide Nationwide Permit#):
i
JOINT FORM FOR
Nationwide permits that require notification to the Corps of Engineer
Nationwide permits that require application for Section 401 certification
WILMINGTON DISTRICT ENGINEER WATER QUALITY PLANNING
CORPS OF ENGINEERS DIVISION OF ENVIRONMENTAL MANAGEMENT
DEPARTMENT OF THE ARMY NC DEPARTMENT OF ENVIRONMENT,HEALTH,
P.O. Box 1890 AND NATURAL RESOURCES
Wilmington,NC 28402-1890 P.O. Boa 29535
ATTN: CESAW-CO-E Raleigh,NC 27626-0535
Telephone[phone] ATTN: MR. JOHN DORNEY
Telephone: [phone]
ONE (1) COPY OF THIS COMPLETED APPLICATION SHOULD BE SENT TO THE CORPS OF ENGINEERS.
SEVEN (7) COPIES SHOULD BE SENT TO THE N.C. ;DIVISION OF ENVIRONMENTAL MANAGEMENT.
PLEASE PRINT
1. Owner's Name: Town of Andrews
2. OAmer's Address: Post Office Box 217,Andrews,North Carolina 28901
3. Owner's Phone Number(Home): N/A (Work): [phone]
4. If Applicable: Agent's name or responsible corporate official, address, phone number: Mayor James Dailey
(address and phone same as above)
5. Location of work(MUST ATTACH MAP). County: Cherokee
Nearest Town or City: Andrews,North Carolina
Specific Location(Include road numbers, landmarks, etc.): Location#l: 10-20 feet north of the intersection of Junaluska
Creek and SR 1393; Location#2: 10-20 feet north of the intersection of Junaluska Creek and US 19 Business;
Location�#3: 10-20 feet south of the intersection of Junaluska Creek and US 19 Bypass
6. Name of Closest Stream/River: Junaluska Creek
7. River Basin: Tennessee
8. Is this project located in a watershed classified as Trout, SA,HQW, ORW,WS I, or WS II? YES [X] NO [ ]
9. Have any Section 404 permits been previously requested for use on this property YES [ ] NO [ ]
If yes, explain.
10. Estimated total number of acres of waters of the U.S., including wetlands, located on the project site: <0.1
11. Number of acres of waters of the U.S., including wetlands. Impacted by the proposed project:
Filled: 0 j
Drained: 0 j
Flooded: 0
Excavated: <0.1
Total Impacted: <0.1

-link
12. Description of proposed work(Attach PLANS -8 1/2"X11"drawings only: Construct one(1) 6-inch ductile iron water
line crossing under Junaluska Creek and two(2) 8-inch ductile iron sewer crossings under Junaluska Creek
13. Purpose of proposed work: To make improvements to the Town of Andrews water and sewer system and provide
water and sewer service to the new middle school
14. State reasons why the applicant believes that this activity must be carried out in wetlands. Also,note measures
taken to minimize wetland impacts: N/A
15 You are required to contact the U.S. Fish and Wildlife Service(USFWS)and/or National Marine Fisheries Service
(NMFS)regarding the presence or any Federally listed or proposed for listing endangered or threatened species or critical
habitat in the permit area that may be affected by the proposed project. Have you done so? YES [X] NO [ ]
RESPONSES FROM THE USFWS AND/OR NMFS SHOULD BE FORWARDED TO THE CORPS.
16. You are required to contact the State Historical Preservation Office(SHPO) regarding the presence of historic
properties in the.permit area which may be affected by the proposed project? Have you done so? YES [X] NO []
I
RESPONSES FROM THE SHPO SHOULD BE FORWARDED TO THE CORPS.
17. Additional information required by DEM:
A. Wetland delineation map showing all wetlands, streams, and lakes on the property.
B. If available, representative photograph of wetlands to be impacted by project.
C. If delineation was performed by a consultant, include all data sheets relevant to the placement of the
delineation line
D. If a stormwater management plan is required for this project, attach copy.
E. What is land use of surrounding property?
F. If applicable,what is proposed method of se-vvage disposal?
Owner' nature Date

YA.LLE
................
-j4
19 PROJECT
LOCATION
TOWN of ANDREWS
TOWN m> AL YTOWN
00 Wc�
9
1>
lo s so
Im
m
Lo
\% DiSFt \%
Ul
0
cp
LOCATION MAP NOT TO SCALE
APPLICANT: PROJECT:
TOWN OF ANDREWS EAST ANDREWS WATER AND SEWER IMPROVEMENTS
POST OFFICE BOX 217
ANDREWS, NORTH 'CAROLINA 28901 ADJACENT PROPERTY OWNERS:
PROPOSED CONSTRUCTION: 1. LOCATION #1: LEE COMPANY
LOCATION #11: CONSTRUCT 6" DUCTILE IRON WATER LINE 2. LOCATION #2: JAKE BROWN
LOCATION #2: CONSTRUCT 8" DUCTILE IRON SANITARY SEWER NANTAHALA POWER & LIGHT
LOCATION #3: CONSTRUCT B'* DUCTILE IRON SANITARY SEWER 3. LOCATION #3: JAKE BROWN
CATION: NANTAHALA POWER & LIGHT
CATION #1: INTERSECTION OF JUNALUSKA CREEK AND SR1393 SSBROADSMEEr
E
'ATION #2: INTERSECTION OF JUNALUSKA CREEK & US 19 BUSINESS ASHEVnl..PIL(828)252, NC-0575
LOCATION #3: INTERSECTION OF JUNALUSKA CREEK & US 19 BYPASS FAX[phone]
COUNTY: STATE:
CHEROKEE NORTH CAROLINA ASSOCIATE"'I' S
SCALE: NONE o DATE: FEBRUARY 199q SHEET 1 OF 9 ENGINEERING-PIANNING-FTNIANCE

Conc. block
bldg.
\—Pereator N 89'06'12" E
786.18'
z
S
6" D.I.P. WATER LINE
UNDER JUNALUSKA CREEK
WAKEFIELD ROAD SR 1393
N
n
•t + +
.ter ine +
g S
+
0
a
PROPOSED
CREEK CROSSING 6" PVC WATER LINE
SEE DETAIL
LOCATION #1
APPLICANT: PROJECT:
TOWN OF ANDREWS EAST ANDREWS WATER AND SEWER IMPROVEMENTS
POST OFFICE BOX 217
ANDREWS, NORTH'CAROLINA 28901 ADJACENT PROPERTY OWNERS:
PROPOSED CONSTRUCTION: 1. LOCATION #1: LEE COMPANY
LOCATION #1: CONSTRUCT 6" DUCTILE IRON WATERLINE 2. LOCATION #2: JAKE BROWN
LOCATION #2: CONSTRUCT 8" DUCTILE IRON SANITARY SEWER NANTAHALA POWER & LIGHT
LOCATION #3: CONSTRUCT 8".DUCTILE IRON SANITARY SEWER 3. LOCATION #3: JAKE BROWN
CATION: NANTAHALA POWER & LIGHT
CATION #1: INTERSECTION OF JUNALUSKA CREEK AND SR1393 55 BROAD snuEr
LUCATION #2: INTERSECTION OF JUNALUSKA CREEK & US 19 BUSINESS PM(88228)252-0 75
LOCATION #3: INTERSECTION OF JUNALUSKA CREEK & US 19 BYPASS FAX[phone]
COUNTY: STATE: McGl*l.�,l
CHEROKEE NORTH CAROLINA A S S O C I A T ' S
SCALE: 1" = 100' DATE: FEBRUARY 199 SHEET 2 OF 9 ENGINEERING-PLANNING•FINANCE

1890
EXISTING GROUND
w
w
o:
1880 v
a
Y
N
Q
Z
1870 -'
Ir 77
L
1860
PROPOS D PROPOSED
6" PVC WATER LINE' - 6" PVC WATER LINE
1850
PROPOSE
6" D.I.P. WATER LINE
UNDER ifiNALUS A CREEK
340
1830
- 40 +00 404+00 405+00 406+00 407+00 408+00 409+00
LOCATION #1
PROFILE
HORIZONTAL SCALE: 1" = 100'
VERTICAL SCALE: 1" = 10'
APPLICANT: PROJECT:
TOWN OF ANDREWS EAST ANDREWS WATER AND SEWER IMPROVEMENTS
POST OFFICE BOX 217
ANDREWS, NORTH'CAROLINA 28901 ADJACENT PROPERTY OWNERS:
PROPOSED CONSTRUCTION: 1. LOCATION #1: LEE COMPANY
LOCATION #1: CONSTRUCT 6" DUCTILE IRON WATER `LINE 2. LOCATION #2: JAKE BROWN
LOCATION #2: CONSTRUCT 8" DUCTILE IRON SANITARY SEWER NANTAHALA POWER & LIGHT
LOCATION #3: CONSTRUCT 8" DUCTILE IRON SANITARY SEWER 3. LOCATION #3: JAKE BROWN
CATION: NANTAHALA POWER & LIGHT
CATION #1: INTERSECTION OF JUNALUSKA CREEK AND SR1393 55 BROAD STRM
,.ZATION #2: INTERSECTION OF JUNALUSKA CREEK & US 19 BUSINESS ^sr�vII xc
]PAX((82)252- 575
LOCATION #3: INTERSECTION OF JUNALUSKA CREEK & US 19 BYPASS FAX(828)152,2518
COUNTY: STATE: McGi
CHEROKEE NORTH CAROLINA A S S 0 C I A T F. S
SCALE: AS SHOWN DATE: FEBRUARY 1991 SHEET 3 OF 9 ENGINEERING•PLANNING•FINANCE

PROPOSED
CREEK CROSSING
PROPOSED
NP & L OFFICES
�G STA. 18+60 PROPOSED
VENTED MANH LE A4
0
0
o
cn N
N
9 .32' PPOLE
V
EXISTING WATER LINE
0
i o
0 0 0
0
^ DMH o E�snNccli
s
fn 1` 0 G
A7�R VNf ��Fo
�FP z
Existing Sewer PuM
Station
(TO BE ABANDONED)
LOCATION #2
APPLICANT: PROJECT:
TOWN OF ANDREWS EAST ANDREWS WATER AND SEWER IMPROVEMENTS
POST OFFICE BOX 217
ANDREWS, NORTH' CAROLINA 28901 ADJACENT PROPERTY OWNERS:
PROPOSED CONSTRUCTION: 1. LOCATION #1: LEE COMPANY
LOCATION #1: CONSTRUCT 6" DUCTILE IRON WATERLINE 2. LOCATION #2: JAKE BROWN
LOCATION #2: CONSTRUCT 8" DUCTILE IRON SANITARY SEWER NANTAHALA POWER & LIGHT
LOCATION #3: CONSTRUCT 8 DUCTILE IRON SANITARY SEWER
3. LOCATION #3: JAKE BROWN
'CATION: NANTAHALA POWER & LIGHT
'CATION #1: INTERSECTION OF JUNALUSKA CREEK AND SR1393 55 BROAD Sl?=
LOCATION 2: INTERSECTION OF JUNALUSKA CREEK & US 19 BUSINESS A, (828)2.�a NC
# FA (828 a 52,515
LOCATION #3: INTERSECTION OF JUNALUSKA CREEK do US 19 BYPASS a�Axlszs)zs�zsla
COUNTY: STATE: McGI* ll
CHEROKEE NORTH CAROLINA A S S O C I A T E S
SCALE: 1" = 100' DATE: FEBRUARY 1991 SHEET 4 OF 9 ENGINEERING-PLANNING FINANCE

EXISTING ROUND
w
w
IY
U
Y
Ln
1850
z
1840 -f
U
1830
PROPOSE
8 PVC S WER LINE
PROPOSE
820 8 PVC SEWER LINE PROPOS D
0 ow UNDER JUNALUSKA CREEK
J
O Q 00
[If Q
a-
15+00 16+00 17+00 18+00 19+00 20+00 21 +00
PROFILE
HORIZONTAL SCALE: 1"=100'
VERTICAL SCALE: 1"=10'
LOCATION #2
APPLICANT: PROJECT:
TOWN OF ANDREWS EAST ANDREWS WATER AND SEWER IMPROVEMENTS
POST OFFICE BOX 217
ANDREWS. NORTH'CAROLINA 28901 ADJACENT PROPERTY OWNERS:
PROPOSED CONSTRUCTION: 1. LOCATION #1: LEE COMPANY
LOCATION #1: CONSTRUCT 6" DUCTILE IRON WATER LINE 2. LOCATION #2: JAKE BROWN
LOCATION #2: CONSTRUCT 8" DUCTILE IRON SANITARY SEWER NANTAHALA POWER & LIGHT
LOCATION #3: CONSTRUCT 8" DUCTILE IRON SANITARY SEWER 3. LOCATION #3: JAKE BROWN
NANTAHALA POWER & LIGHT
CATION:
CATION #1: INTERSECTION OF JUNALUSKA CREEK AND SR1393 55BROADSIUM
LOCATION #2: INTERSECTION OF JUNALUSKA CREEK & US 19 BUSINESS PEL�8��-0�5
LOCATION #3: INTERSECTION OF JUNALUSKA CREEK & US 19 BYPASS FAX[phone]
COUNTY: STATE: McGl* ll
CHEROKEE NORTH CAROLINA A S S O C I A T E S
0
SCALE: AS SHOWN DATE: FEBRUARY 199 SHEET 5 OF 9 ENGINEERING-PIANNING•FINANCE

STA. 10+00 PROPOSED
DUPLEX SUBMERSIBLE
PUMP STATION
PROPOSED
8" D.I.P. SEWER
LINE B
PROPOSED
wv CREEK CROSSING
s SEE DETAIL
w V-i �9 �9/j4
�S e e�qs
ASS S
PROPOSED
MANHOLE B1
10+0
m +
� N
C
ti
Concrete R/W
11+0p �� Monument 203+00
3.�
7.51
e
12+00 `a 204+00
74-11 E
18ZQ'
S l5'4 1'V
17�7• SIEO
LOCATION #3
APPLICANT: PROJECT:
TOWN OF ANDREWS EAST ANDREWS WATER AND SEWER IMPROVEMENTS
POST OFFICE BOX 217
ANDREWS, NORTH CAROLINA 28901 ADJACENT PROPERTY OWNERS:
PROPOSED CONSTRUCTION: 1. LOCATION #1: LEE COMPANY
LOCATION #1: CONSTRUCT 6" DUCTILE IRON WATER.LINE 2. LOCATION #2: JAKE BROWN
LOCATION #2: CONSTRUCT 8" DUCTILE IRON SANITARY SEWER NANTAHALA POWER & LIGHT
LOCATION #3: CONSTRUCT 8" DUCTILE IRON SANITARY SEWER 3. LOCATION #3: JAKE BROWN
LOCATION: NANTAHALA POWER & LIGHT
LOCATION #1: INTERSECTION OF JUNALUSKA CREEK AND SR1393 55 BROAD S REEr
LOCATION 2: INTERSECTION OF JUNALUSKA CREEK & US 19 BUSINESS �M • xc
252-0575
LOCATION #3: INTERSECTION OF JUNALUSKA CREEK & US 19 BYPASS FAx(82a)252-25ie
COUNTY: STATE: McGi
CHEROKEE NORTH CAROLINA A S S O C I A T E S
SCALE: 1" = 100' DATE: FEBRUARY 1999 SHEET 6 OF 9 ENGINEERING•PLANNING-FINANCE

0 0 0 I)
U) (n (f) (n
0 a_ Q_ w
(Y- f)f Ld J Of of O
0 O = O EXISTING GRO ND O Q
0
OP: NZ 00 C3) :2
Q LiJ
Lf) O .-
1840 oN � w p ' Z ~
Q O U (n O v) :2 (n >
(n a_ Q
(n
1830 ------ - g9%
j
PVC S.S. C�
1820
8" D.I.P. S.S. 0.40%
1810
200+00 201 +00 202+00 203+00 204+00 205+00
PROFILE
HORIZONTAL SCALE: 1"=100'
VERTICAL SCALE: 1"=10'
LOCATION #3
APPLICANT: PROJECT:
TOWN OF ANDREWS EAST ANDREWS WATER AND SEWER IMPROVEMENTS
POST OFFICE BOX 217
ANDREWS, NORTH CAROLINA 28901 ADJACENT PROPERTY OWNERS:
PROPOSED CONSTRUCTION: 1. LOCATION #1: LEE COMPANY
LOCATION #1; CONSTRUCT 6" DUCTILE IRON WATER,LINE 2. LOCATION #2: JAKE BROWN
LOCATION #2: CONSTRUCT 8" DUCTILE IRON SANITARY SEWER NANTAHALA POWER & LIGHT
LOCATION #3: CONSTRUCT 8" DUCTILE IRON SANITARY SEWER 3. LOCATION #3: JAKE BROWN
LOCATION: NANTAHALA POWER & LIGHT
LOCATION #1: INTERSECTION OF JUNALUSKA CREEK AND SR1393 55BROAnASHE . NC
sxx�r
LOCATION #2: INTERSECTION OF JUNALUSKA CREEK do US 19 BUSINESS PPIL(828)25522 075
LOCATION #3: INTERSECTION OF JUNALUSKA CREEK & US 19 BYPASS FAX[phone]
COUNTY: STATE: McG1*11
CHEROKEE NORTH CAROLINA A S S O C I A T E S
SCALE: AS SHOWN I DATE: FEBRUARY 1999 SHEET T OF 9 ENGINEERING•PLANNING•FINANCE

pr
i
LINE DISTURBED CREEK BANK
WITH CLASS A RIP RAPis
-- — _
1
11 i�_1�1-111- _111=
5' MIN
-
3"-0" MINIMUM FROM
BOTTOM OF CREEK
I
PVC (SDR 35) CLA350 DUCTILE IRON PIPE PVC (SDR 35)
NOTE: EXTEND DUCTILE IRON PIPE 5' MINIMUM BEYOND THE TOP OF THE CREEK BANK
TYPICAL CREEK CROSSWG-SEWER
LOCATION #2 AND #3
APPLICANT: PROJECT:
TOWN OF ANDREWS EAST ANDREWS WATER AND SEWER IMPROVEMENTS
POST OFFICE BOX 217
ANDREWS, NORTH CAROLINA 28901 ADJACENT PROPERTY OWNERS:
PROPOSED CONSTRUCTION: 1. LOCATION #1: LEE COMPANY
LOCATION #1: CONSTRUCT 6" DUCTILE IRON WATERLINE 2. LOCATION #2: JAKE BROWN
LOCATION #2: CONSTRUCT 8" DUCTILE IRON SANITARY SEWER NANTAHALA POWER & LIGHT
LOCATION #3: CONSTRUCT 8" DUCTILE IRON SANITARY SEWER 3. LOCATION #3: JAKE BROWN
LOCATION: NANTAHALA POWER & LIGHT
LOCATION #1: INTERSECTION OF JUNALUSKA CREEK AND SR1393 55 BROAD STREET
LOCATION 2: INTERSECTION OF JUNALUSKA CREEK do US 19 BUSINESS '�H"�T—R, NC
LOCATION #3: INTERSECTION OF JUNALUSKA CREEK do US 19 BYPASS AAxPIL��8n)zs 7.5ia
COUNTY: STATE: McGi
CHEROKEE NORTH CAROLINA A S S O C I A T E S
SCALE: NONE DATE: FEBRUARY 1999 SHEET 8 OF 9 ENGINEERING•PLANNING•FINANCE

[CONCRETE DEADMAN
PER DETAILS
LINE DISTURBED CREEK BANK
WITH CLASS A RIP RAP
45' BEND
(TYP)
ROD FITTINGS
i \ TOGETHER (TYP)
3"-0" MINIMUM FROM
BOTTOM OF CREEK
PVC PIPE C-900 CL-350 DUCTILE IRON PIPE PVC PIPE (C-900)
I NOTE: RESTRAIN ALL JOINTS
TYPICAL CREEK CROSSNG
LOCATION #1
APPLICANT: PROJECT:
TOWN OF ANDREWS EAST ANDREWS WATER AND SEWER IMPROVEMENTS
POST OFFICE BOX 217
ANDREWS, NORTH CAROLINA 28901 ADJACENT PROPERTY OWNERS:
PROPOSED CONSTRUCTION: 1. LOCATION #1: LEE COMPANY
LOCATION #1: CONSTRUCT 6" DUCTILE IRON WATER LINE 2. LOCATION #2: JAKE BROWN
LOCATION #2: CONSTRUCT 8" DUCTILE IRON SANITARY SEWER NANTAHALA POWER & LIGHT
LOCATION #3: CONSTRUCT 8" DUCTILE IRON SANITARY SEWER 3. LOCATION #3: JAKE BROWN
NANTAHALA POWER & LIGHT
LOCATION:
LOCATION #1: INTERSECTION OF JUNALUSKA CREEK AND SR1393 5S BROAD STxHEr
LOCATION #2: INTERSECTION OF JUNALUSKA CREEK & US 19 BUSINESS � 8) Ns
LOCATION #3: INTERSECTION OF JUNALUSKA CREEK & US 19 BYPASS FAx(8n)252-7S1s
COUNTY: STATE:
McGi
CHEROKEE NORTH CAROLINA A S S O C I A T E S
SCALE: NONE DATE: FEBRUARY 1999 SHEET 9 OF 9 ENGINEERING•PLANNING•FINANCE

NORTH CAROLINA DEPARTMENT OF
ID", r w ENVIRONMENT AND NATURAL RESOURCES
DIVISION OF WATER QUALITY
Aril 15 1999
NC®ENtt
h}_JAMES B.HUNT JRr'•Qx 3, r� ///�� :`F CC/�,,�» ``r `g'•
The Honorable Jim Dailey, Mayor _{ , �,e 8 l99
9 r. �41
Town of Andrews �., ,f�Fr� �
P. O. Box 1210 ���� ,+
Andrews,North Carolina 28901 t r�ti I r �ry h ;t
;WAYNEMCDEVITT
rb, SECRETARY � �'A�1� �
SUBJECT: Grant Application
�a h�tr Andrews North Carolina
tV Dear Mayor Dailey:
ri4 PRESTON HOWA�iD,tl,�
ti` This will acknowledge receipt of three (3) copies of an application and
DIRECTORyf ko
F r
supporting documents for a state grant to aid in the cost of upgrading WWTP
replacement of 15,000 linear feet of gravity sewer and rehabilitation of miscellaneous
- sections of the collection system.
I I ;,• a Upon initial re ew of the application it was found that the following required
items were not include
Local G vernment Water Supply Watershed Protection/Wellhead
Protectio Ordinance Evaluation Form should be signed by the authorized
l�^ 3 representative.
i
Depending on the volume of applications and the availability of funds this review
cycle, award of applications may depend on the priority criteria. Additional priority
points may be obtained by submitting the items listed on the attachment titled"Priority
Points". A check beside each item will indicate we have received this information and
=tea 4 � the priority points have been posted.
s Upon receipt of the items indicated, the application and supporting documents
sFV14
� t will be processed and prioritized.
s Submittal of final plans and specifications will place your application in a higher
i category for funding. Final plans and specifications should be submitted no later than
June 1. 1999 in order to receive the higher ranking. If plans and specifications cannot be
completed by June 1, 1999, please indicate the scheduled date for submission.
Also, a monthly schedule of disbursement grant funds will be required prior to an
; ter ,'. award of funds.
r't� s -
{{ CONSTRUCTION GRANTS&LOANS SECTION
P.O.BOX 29579,RALEIGH, NORTH CAROLINA 27 62 6-057 9
' PHONE [phone] FAX [phone]
M „ AN EQUAL OPPORTUNITY/AFFIRMATIVE ACTION EMPLOYER-SO% RECYCLED/1 Oq POST-CONSUMER PAPER
...-._......vim...-,:.-._.0... .....-.n_ r,...��

Please be advised that all supporting documentation, including documentation for
priority points, must be submitted by April 30, 1999 in order to be included in the
priority ranking.
If I can be of assistance,please contact me at(919) 715-6216.
Sincerely,
Don Evans, Supervisor
State Revolving Loan& Grant Program
DE/pe
Enclosures
cc: McGill Associates
Asheville Regional Office
Jay Lucas
SRG

•W«%.L4VW wuiineaa vrotection Ordinance Evaluation Form
Local governments that have adopted and are implementing water supply watershed protection ordinanc
that exceed (are more protective than) the state's minimum requirements will be given additior
consideration in qualifying for the water and sewer bond money.A summary of the state's minimum wat
supply watershed protection requirements can be found on the back of this page. Alternatively,those loc
governments that have developed and implemcnted a wellhead protection program will also recei,
additional consideration.
am ie of a quay ink drdinance• The state's water supply watershed protection requirements requi.
a 30-foot vegetated buffer for all new Iow density development.If a local government's ordinance requir,
a 50-foot buffer that is left in a natural state,then that would meet the criteria for being mote protective.
Directions: Fill out a separate copy of this form for each surface water supply watershed your Ioc,
government has jurisdiction in. Please answer aI1 of the following questions. If you respond "yes" to ar;
question,be sure to fill out the information regarding the details of the management requirement, ineludin
how the local government requirement goes beyond the state's minimum criteria, and the title and Iocatio
(page�number)of the ordinance. Please attach a copy of relevant sections) of ordinance,and if applicabl
maps'showing the minimum required and actual boundaries.
Nameoflocalgovemment: p tC.•2 O V�.�
Ifmunicipality,name of county where municipality is located:
Name of surfacewatersupplywatershed(nameoflakeorriver : Beaver Creek? DAaAblland-.C-r-eek
Classification of water supply watershed: 4'S-I X - WS-II r WS-III WS-IV '
wellhead Protection Program Implemented: Yes(attach copy) No
Is your Iocal water supply watershed protection ordinance more protective than the state's minimum criteria fo
(check"Yes"if your ordinance is more protective than state's minimum requirements):
1) Buffers? Yes X -No
Local Government Requirement:
Zoning or subdivision citation:
Page where citation is located:
2) ; Development Density? Yes X INTo
Local Government Requirement: ,
Zoning or subdivision citation:
Page where citation is locatta:
3) Critical Area? ,Yes X No
Local Government Requirement:
Zoning or subdivision citation,:
Page where citation is located: ___

-� w.-.164.6u AMA ON 1 X
Yes No
Local Government Requirement• includes Special I ntentsi ty Allocation all
:.new aeve7opmen a
° watershed
Zoning or subdivision citation: Watershed Protection 0 r d i nance -Section ,
Page where citation is located: =Page 7 (attached)
5) Other? ,Yes No
Local 00vernment Requirement:
Zoning or subdivision citation:
Page where citation is located:
tat '" ini c ' eria r of erG devei e He i and crit' 1 a r tee ed reas•
AlIowable Development
I ific io Low 2=ity�ptiori RI bensit r� tion
WS-I No development allowed
WS-II Critical Area I dwelling unit!2 acres 6-24%built upon area
or 6%built-upon area ,
WS-II Balance of I dwelling unit/acre 12 30%built-upon area
Watershed or 12%built-upon area
WS-III Critical Area 1 dwelling unitlacre 12-30%built-upon area
or 12%built-upon area .
WS-III Balance of 2 dwelling unitslacre 24-50%built-upon area
Watershed or 24%built-upon area
WS-IV Critical Area '2 dwelling units/acre '24-50%built-upon area,
�- or 24%built-upon area
WS-IV Protected Area `2)dwellipg.unfts/acre. *r,24-70%built-upon area
• or 24y/built-upon area .
Buffer: Vegetated buffer required along all perennial streams that appear as'a solid blue tine on
USGS 1:24,000 scale topographic maps. A 30-foot buffer is required with low density development
and 100-foot buffer required for high density development.
applies only to projects requiring a Sedimentation and Erosion Control Plan. ,
. 4. one-third acre lot or 36%built-upon area is aIIowed for projects without curb and gutter street
systems.
Z cerflfy that the project for which financial assistance is requested will not involve the construction of ne
:water or.sesver Imes to provide water or seiner connectfons in any area that has been designated by the
nviranmental Ma ge eu
lu t C mpIssiou as NMI or within the.Critical Area of WS-ZI',WS•-III or WS-X'
uthorized Represent a to Phone 9

-To /i h.Ut-ew
Attaclunent
PRIORITY POINTS
(A check "✓" will indicate information already received)
ln—ms A , (9), B, Q g.(.0, B.(6� �+ '130) To6ECOMPt,E11b RV srA--E
A. Planning &Water Conservation (Bonus Points)
(1) Applicant demonstrates it has a continuing I/I program in its wastewater sewer maintenance program. 5 points
(2) Applicant demonstrates it has a continuing program of water conservation education and information. 5 points
(3) Applicant demonstrates it has established a water conservation incentive rate structure; created incentives for new or replacement
installation of low-flow faucets, shower heads, and toilets; or has a water reclamation or reuse system. 5 points
(4) Applicant demonstrates that it has adopted a comprehensive land-use plan that meets the requirements of G.S. 155H, Article 18
or G.S. l 60A,Article 19, or applicant is a locdl government unit that is not authorized to adopt a comprehensive land-use plan,
but that is located in whole or in part in another local government unit that has adopted a comprehensive land-use plan, and that
the proposed project is consistent with the plan. 7 points
(5) Applicant demonstrates that the comprehensive land-use plan exceeds the minimum state standards for the protection of water
resources. 8 points
(6) Applicant demonstrates that actions have been taken toward implementation of the comprehensive land-use plan. These actions
may include the adoption of a zoning ordinance or any other measure that significantly contributes to the implementation of the
comprehensive land-use plan. 10 points
(7) Applicant has developed a capital improvement plan as defined in Session Laws 1998, Chapter 132. ^'15 points
(8) Proposed project is consistent with the water supply watershed protection requirements of G.S. 143-214/5. r �� �'r�, `' 5 points
(9) Applicant demonstrates voluntary water supply watershed protection activities in excess of the minimum requirements of
G.S. 143-214.5 or 15 points
(10) Applicant demonstrates it has developed a voluntary wellhead protection program, or applicant demonstrates it has both (9) and
(10). 20 points
B. Wastewater Treatment Works Projects
(1) Classifications of receiving waters: SA, WS-I, WS-II, ORW, HQW 20 points
WS-III, WS-IV, WS-V 15 points
B, SB 10 points
C, Sc 5 points
(2) Regional project 15 points
(3) Wastewater treatment process for removal of nutrients 5 points
(4) Reduction of the overall volume of effluent discharged to state's waters by using alternative methods of wastewater treatment
and disposal 25 points
(5) Financial need 3,oq points ✓
(6) Applicant is in a distressed county 10 points
(7) Sewer Use Ordinance(adopted 6 points, draft 4 points) _L points
(8) Capital reserve fund established by resolution 4 points
(9) Proper accounting and fiscal reporting as evidenced by audit 15 points
(10) All necessary sites, rights-of-way, or easements acquired; site certificates completed 10 points

� X
*r
y}: NORTH CAROLINA DEPARTMENT OF
ENVIRONMENT AND NATURAL RESOURCES
611
DIVISION OF WATER QUALITY
h �ICQE April27, 1999
�
h l fF 1 y i
�ik+JAMES B.HUNT JR .,?"g` 6 § A APR i.
L GvERNOR Honorable Jim Dailey, Mayor + l� '` 3 0
,a Town of Andrews
3 P. O. Box 1210
Andrews,North Carolina 28901
t WAYNE MCDEVITTA'ArG
C'4
SUBJECT: Town of Andrews
Preliminary Engineering Report
„„A PRl;BTON HOWARD u
Dear Mayor Dailey:
DIRECTOR-
The Construction Grants & Loans Section has completed its review of the subject
Preliminary Engineering Report and has the attached comments. Responses to these
.n �r comments should be submitted for our review and approval as soon as possible.
/ pP
If you have any questions concerning this matter,please contact Mr. Daniel
Blaisdell at(919) 715-6211.
Sincerely,
A i
T. Allen Wahab, P.E.
Assistant Chief for Engineering Branch
DMB/nw
z ;
Attachment(all cc's)
Y cc: McGill &Associates
A'shevi111�Regianalfgff ee
k t
DMU/FEU/SRG
EYe+"�) -• �yrz.�evl 7
.r+y� 7,
, ..4 y
Q fi4ee> �� ✓
}
w casr>x"'
s. FA �s arm r
. a 9.
kY,a�
s.,
CONSTRUCTION GRANTS 8t LOANS SECTION
P.O.BOX29579,RALEIGH,NORTH CAROLINA 27 62 6-0 57 9
PHONE [phone] FAX [phone]
AN EQUAL OPPORTUNITY/AFFIRMATIVE ACTION EMPLOYER-50%RECYCLED/1 O%POST-CONSUMER PAPER

Town of Andrews ,
Preliminary Engineering Report
Construction Grants and Loans Comments
April 27,1999
1. NPDES Permit flow sheets should be included in the report.
2. A definitive statement regarding the treatment plant's current ability or non-ability to meet
NPDES permit limits should be included in the introduction of the report.
3. A copy of any current SOCs, JOCs,Moratorium letters, etc. should be included in the
report.
4. Flow projections for the industrial flow from Outboard Marine and Industrial
Opportunities should be included in the report.
5. Preliminary design calculations must be provided in the report for each of the proposed
treatment units and all of the proposed pump stations/force mains.
6. The cost estimates for the treatment plant and pump stations should include costs for
start-up, O&M manuals, and land/easements, as applicable.
7. Please provide evidence of need for the proposed Valley River Main Sewer work, such as
video tapes, smoke test reports, flow monitoring reports, or other applicable evidence.
Will the replacement be done within the existing right-of-way?
8. How many feet of 8-inch and 12-inch line will be installed between Kent Street and the
treatment plant?
9. Documentation must be included in the PER which indicates the landfill's willingness to
continue accepting sludge from the Andrews WWTP for the 20-year planning period. In
the event that this documentation cannot be included,the treatment plant design must
include sludge facilities to comply with the 503 sludge regulations.
10. The proposed facilities must comply with NCAC T15A 2H. 0219 and 211.0124 (copies
attached). If affected by these regulations, cost estimates should be revised accordingly.
11. An estimate of the expected removal of I/I should be included in the PER.
12. It is unclear whether the proposed flow equalization basin will be required once the
collection system rehabilitation is completed. In conjunction with the previous comment
please provide a rationale and justification for the sizing of and need for the equalization
basin,post-rehabilitation.

Orr - 2 -
13. As an alternative to constructing the equalization basin, consideration should be give to
constructing a larger secondary clarifier, similar to the existing 55-foot diameter clarifier.
This may enable the facility to continue to meet NPDES limits whenever a clarifier is
taken out of service for repairs, etc. Additionally, a clarifier designed with conservative
overflow rates may enable the WWTP to handle diurinal and weather-related peak flows
without additional pumping costs. Please address.
14. Please confirm whether the WWTP currently has an adequate standby generator. If not
the cost of a generator should be included in the cost estimates. The proposed pump
stations for OMC and IOI must also include standby generators.
15. Please include the sizes (gpm, HP, etc.) of the proposed pumps at the influent pump
station and the two new pump stations in a revised PER.
16. It is suggested that a flow splitting box,prior to the secondary clarifiers, be incorporated
into the design of the upgraded facility, regardless of whether a new clarifier is
constructed.
17. It is unclear whether work at the chlorine contact chamber will require construction of
additional walls or just blocking and core drilling within the existing chamber. Please
address.
18. Please note that the catch basin rehab shown in the cost estimates on page 20 will be
ineligible for grant/loan funding. If this project is approved for funding,these costs will
eventually have to be broken out in bids for construction.
19. It is unclear whether house connections are part of the overall sewer system
improvements. If so, only the costs for house connections to the right-of-way or
easement are eligible for funding.
20. If available, please include letters of commitment from EDA and ARC for their portion of
the grant funding for this project.
21. Exhibit 3 shows an existing 6-inch force main beginning between IOI and OMC. Is this
accurate?
22. Is the 6-inch currently in service ? Please address.
23. Has the owner secured the easement or encroachment agreement for boring under the
railroad? If not, it is suggested that negotiations begin soon, since obtaining the easement
may take some time.
24. The environmental assessment of the proposed project should include a discussion of the
existing environment, the need for the project, and an analysis of the alternatives
examined.

2c�
ii
b
Permit No. WQ0614731
Date: January 13, 1998
Engineer's Certification c�
I, Jimmy D. Woodie , as a duly registered Professional Engineer in the`,State of
North Carolina, having been authorized to (periodically) observe the construction of the
Cherokee County Landfill Leachate Pump Station and Forcemain for the County of Cherokee,
for the Permittee hereby state that to the best of my abilities, due care and diligence was used in
the observation of construction such that the construction was observed to be built within
• substantial compliance and intent of the approved plans and specifications.
Signature: ✓ , Registration No. 6282
Date: Z�anua 1999
Vl.y
•

. /V�
FOPERATION/CCONSTRUCTION MANAGERS CIVIUSANITARY ENGINEERS 011
Municipal Engineering
Services Company, P.A.
PO Box 97,Garner,North Carolina 27529(919)772-5393 PO Box 349,Boone,North Carolina 28607 [phone]
January 26, 1999
Mr. A. Preston Howard, Jr., PEA, ^ l
NC DENR
Division of Water Quality
Ral Box eigh,igh, NC3
D!`27626.0535 �%/� QUA?17
✓r�
RE: Cherokee County Landfill Leachate Pump Station and Forcemain
Engineer's Certification
Permit No.: W00014731
Dear Mr. Howard:
Enclosed please find the Engineer's Certification for the above referenced project. Should you
have questions or need additional information, please do not hesitate to call me at 919/772-
5393.
Sincerely,
MUNICIPAL ENGINEERING SERVICES CO., PA
imrn �ooe(�
Ji.. y D. oodie, PEA.
J2
JDW:djr
Enclosure
JAW 2 81999

State of North Carolina
Department of Environment and
Natural Resources
Division of Water Quality - Non Discharge BranchA4 • •
Non-Dishcharge Permitting Unit
low
James B. Hunt, Jr., Governor
Wayne McDevitt, Secretary E H.N
A. Preston Howard, Jr., P.E., Director
December 1, 1997 FC f
9
MR. RICHARD L. HONEYCUTT
CHEROKEE COUNTY
201 PEACHTREE STREET
MURPHY, NORTH CAROLINA 28906 Subject: Application 0.014731
Leachate F.M./Landfill
Sewers-Public
Cherokee County
Dear MR. HONEYCUTT:
The Division's Permits and Engineering Unit acknowledges receipt of your permit application and
supporting materials on November 24, 1997. This application has been assigned the number listed
above.
' Your project has been assigned to Rick Moore for a detailed engineering review. Should there be-any
questions concerning your project,the reviewer will contact you with a request for additional
information.
Be aware that the Division's regional office, copied below, must provide recommendations from the
Regional Supervisor or a Procedure Four Evaluation for this project, prior to final action by the
Division.
If you have any questions, please contact Rick Moore at(919) 733-5083 extension 527. If the engineer .
is unavailable,you may leave a message on their voice mail and they will respond promptly.
PLEASE REFER TO THE ABOVE APPLICATION NUMBER WHEN MAKING
INQUIRIES ON THIS PROJECT.
Sincerely,
V�A-�sae,:
Kim ols , P.E.
Supervisor, n-Discharge Branch Permitting Unit
cc: AshevillerRegio_na1 C�'ffce
Municipal Engineering Services
Pollution Prevention Pays
P.O. Box 29535, Raleigh, North Carolina 27626-0535 Telephone [phone]
1 1 An Equal Opportunity Affirmative Action Employer

State of North Carolina RECEIVED. + INq
Department of Environment Health and Natural ResoaWW s
1' d
Division of Environmental Management
Non-Discharge Permit Application n harge permitting
(THIS FORM MAY BE PHOTOCOPIED FOR USE AS AN 01 INABp i i+Discr` ^`
GRAVITY SEWER RXES URE SEWERS
PUMP STATIONS, AND
I, GENERAL INFORMATION:
SOC Project: Yes, No.
1. Applicant's name(please specify the name of the municipality,corporation,individual,etc.):
County of Cherokee, North Carolina
son who is legally responsible for the facility and its compliance):
2. Print Owners or Signing Official's name and title(the per
Richard L. Horie cutt COuritY Maria er
3. Mailing address: Cherokee county Courthouse 201 Peachtree Street
City: Murphy State: NC Zip: - 28906
Telephone Number: ( 704 ) 837.5527 .
4. Project Name (please specify the name of the subdivision, facility, or establishment should be consistent with project
name on plans,specifications,letters of flow acceptance,Operational Agreements,etc.):
Leachate Force Main for Cherokee County Landfill
6: Fee Submitted: S
5. Application Date:
6. County where project is located:
I1. PERMIT INFORMATION:
1. Application No.(will be completed by DEW
2. Specify whether project is:
XX new; modification.
3. If this application is being submitted as a result of a modification to an existing permit,please complete:
existing permit number and the issue date.
4. Specify whether the applicant is XX public or private.
III. INFORMATION ON WASTEWATER:
%Domestic/Commercial; %Industrial;
1. Nature of Wastewater:_— .
11�0_%Other waste(specify):
ng the origin of the wastewater, such as school, subdivision,hospital,
2. Please provide a one or two word description specifyi
County Landfill
commercial,industrial,apartments,etc.:
3. Indicate any parameter(s)(and their concentration)that will be greater than normal domestic levels: None
4. If wastewater is not domestic in nature,what level of pretreatment has been provided to ensure protection of the receiving
wastewater treatment facility? None initially, but constant monitoringand testingwill be
done in cooperation w t e wastewater treatment
Iftesl lease attach a copy of the
5. If a pretreatment permit is required,has one been issued? Yes y p
pretreatment permit. If No,when will one be issued:
FORM: GSPSA 02/95 Page 1 of 8

7
6. Volume of wastewater generated by this project:
112 000 gallons per day.
7. Explanation of how wastewater volume was determined:.
using computer modeling program
hydrologic evaluation of landfill performance H.E.L.P. as
a part of MSULE
facility permit.
IV. DESIGN INFORMATION:
Leachate from the proposed landfill is collected in a
1. Brief project description:
basin which feeds into the pump station and then pumped to existing sanitary
sewer approximately one (1) miles away.
2. Name of wastewater treatment facility receiving wastewater:
Andrews WWTP
a. ''Facility Permit Number:
b. Engineer should provide statement of his evaluation of downstream sewers ability to accept the wastewater:
McGill & Assoc. did evaluation for adequacy and stated that downstream
sewers are capable for handling the additional flows. Proposed pumping
rate is 100 GPM. - The downstream pump station. operates at. 175 GPM w/adequate volume
c. Permit Number for sewers immediately downstream:
to arlrl •nrnnnsed._
d. Pipe diameter of sewers immediately downstream: 8" ,
3. Summary of GRAVITY SEWER to be permitted,by diameter;length and pipe material: no gravity sewers
Diameter Length Pipe Circle C or Minimum Maximum Minimum Maximum Minimum
(in) (linear feet) Material N Factor& Slope(%) Slope(%) Velocity Velocity Cover(in)
Specify (fps) (fps)
Value
NOTE: The minimum velocity must not be less than 2 fps.
For public sewers the minimum diameter is. 8 inches.
For private sewers the minimum diameter is 6 inches.
4. Anchors shall be provided for sewers with slopes greater than 20 %. The anchor spacing shall be a maximum of: 36 foot
separation for slopes of 21% to 35%; 24 foot separation for slopes of 36% to 50%; 16 foot separation for slopes greater
than 50%.
For velocities greater than 15 fps,it is strongly recommended that measures be considered which will protect the sewers and
manholes from erosion. For velocities greater than 20 fps,erosion control measures must be specified.
For any excessive slopes or velocities that will occur in any sewer line segment,what measures have been taken to protect
the sewer pipe and manholes?
5. Maximum length of sewer between manholes: linear feet.
6. This sewer line segment occurs between manhole no.
and manhole no.
FORM: GSPSA 02/95 Page 2 of 8

PP7. Does the owner/operator have the ability to clean this length? Yes No. For sewer reach lengths greater
than 425 feet,please provide a letter from the owner/operator,stating the ability to clean the specified reach and include the
equipment specifications.
8. Sewers subject to existing or planned traffic bearing loads? XX Yes No. If yes,what measures are being taken
to enable the sewers to withstand the loads?
Force Main to be installed within steel PncPsement pipes that ara
installed under the roadways by dry borg—and jacking
9. Outside drop manholes are provided where invert separations exceed: feet(provide for separations>or=25)
10. Identify(by manhole number)those manholes that have drop connections: N/A
11. Maximum allowable infiltration/exfiltration test rate: 1 4A GPD/pipe diameter inch/mile of pipe.
NOTE:Must not exceed 100 GPD/pipe diameter inch/mile of pipe.
12. Minimum separation distances as shown on the plans and addressed in the specifications. If a,b,or c below is no,explain
in an attachment(This section must be completed for all collection systems including force mains and pressures sewers):
a) 100 ft.horizontal separation from wells or other water supplies? XX Yes No
b) 12 in.vertical separation from storm sewer or ferrous pipe sanitary sewer specified? XX Yes No
c) 10 ft.horiz.sep from water mains or 18 in vertical sep. (water over sewer)or ferrous pipe specified? XX Yes No
13. Are manholes subject to flooding? Yes XX No. If Yes, are manhole rim elevations 1 foot above 100-year flood
level,(100 year flood elevation should be indicated on plans)? Yes No; Or,are the manholes watertight,vented
1 foot above the 100-year flood elevation and vented every 1,000 feet(should be shown on plans)? Yes No.
14. Identify(by manhole number)those manholes that are vented: N/A
15. Does this project involve any stream crossings? Yes XX No. If yes,what precautions or special features have been
utilized to ensure protection of the sewer line and not restrict stream flow? Identify the sheet of the plans and station
number where stream crossings are located:
Please note: The Division recommends all stream crossings be located three (3) feet below the stream bed or ferrous
material pipe be specified. In addition,all aerial stream crossings must be located above the 25-year flood elevation. Both
the 25-year flood elevation and the 100-year flood elevation should be indicated on the plans.
16. Sewers may not be installed in WS-I watersheds. Are any of the subject wastewater collection systems located in a WS-1
watershed? Yes XX No.
FORM: GSPSA 02/95 .Page 3 of 8

r
V. PUMP STATION INFORMATION
1. Pump Station No.or Name: Leachate (A separate page 4 of 8 should be submitted for each pump station)
2. Name of closest downslope surface waters: Valley Creek
3. Classification of closest downslope surface waters: (as established by the Environmental Management
Commission &specified on sheet 5 of 8 of this application).
4. In accordance with 15A NCAC 2H .0219 (h)(3),describe the measures that are being implemented to prevent impacts on
'-downslope surface waters,should a power failure occur at this pump station. NOTE: Alternative power MUST be
addressed for every pump station in accordance with the above regulation. No remediate' measures needed
because pump station is supplied from a1a oon w'
adequate storage capacity—Tn emergencies, lagoon will be
12umped and hauled-
5. What size pumps are provided: 100 GPM;and how many? 2
6. What is the design total dynamic head? 20
feet
7 How many pumping cycles will occur at av .raQe daily flow? NIA cycles per hour.
NOTE: 15A NCAC 2H .0219(h)(2)requires 2 to 8 pumping cycles per hour be achieved at average daily flow.
ired in the design for pump stations. Check the appropriate blank to signify that
8. The following items are typically requ
these items have been provided in the design plans and specifications:,
Alternate Power Source portable
Wet Well Vented with Screen x
Fillets in Wet Well X
Check Valves and Gate Valves X
Security Fencing x
Lockable Wet Well Cover x
Area Light X
110V Electrical Convenience Outlet
Flood/Buoyancy Protection x
High Water Alarm(one choice may be specified) x Audible and Visual Auto Dialer
9. Summary of FORCE MAIN or PRESSURE SEWER to be permitted,by diameter,length and pipe material:
Diameter Length Pipe High Low Minimum Maximum Minimum
(in) (linear feet) Material Elevation Elevation Velocity Velocity Cover(in)
(ft) (ft) (fps) ( s)
4 5150 PVC 1702 2.5
36
Note: Pump Station is at elevation 1684
the elevation difference
10. Are air release valves provided at all high points along the force main (must be provided where
exceeds 10 feet)? Yes _NO N/A
11. Is the pump station subject to flooding?_Yes X No. If Yes,what measures are being taken to protect against flooding?
12. If subject to flooding,specify the 100-year flood elevation:
Feet MSL
13. Are there existing or planned pump stations downstream of this station? XX Yes No. If Yes, the engir���
shall evaluate the ability of those pump stations to adequately handle the subject flows and shall include that evaluatioi
an attachment to this application. See Section IV .2.b
FORM: GSPSA 02/95 Page 4 of 8

r
its form must be completed by the appropriate DEM regional office and included as a part of the project'
submittal information.
INSTRUCTIONS TO NC PROFESSIONAL ENGINEER:
The classification of the downslope surface waters(the surface waters that any overflow from the facility would flow toward)
in which these sewers will be constructed must be determined by the appropriate DEM regional office. Therefore, you are
required, prior to submittal of the application package, to submit this form, with items 1 through 7 completed, to
the appropriate Division of Environmental Management Regional Water Quality Supervisor (see page 8 of 8). At a
minimum, you must include an 8.5"by I I" copy of the portion of a 7.5 minute USGS Topographic Map which shows the
location of these sewers and the downslope surface waters in which they will be located. Identify the closest downslope'
surface waters on the attached map copy. Once the regional office has completed the classification,
reincorporate this completed page and the topographic map into the complete application form and
submit the application package.
1. Applicant(specify name of the municipality,corporation,individual,etc.): Cherokee County
2. Name&complete address'of engineering firm: Municipal Engineering Services Co. , PA
PO Boy, 97
Garner, SIC 27529
Telephone number: ( 919 ) 772 5193 ,
rra Main for Cherokee County Landfill
3. Project name: T PacharP P„�n SYati nn and—Ec�.
Name of closest downslope surface waters: Valley Creek
County(ies)where sewers and surface waters are located: Cherokee
6. Map name and date: M W'dL-F—= M•c- t99 b
7. NC Professional Engineer's Seal,Signature,and Date: ,e�`' C A R
" o ai
•9
e n
• J L
• s
0 2
oil lilt%%
AA•NN•�o�s• °PP..p� O
TO: REGIONAL WATER QUALITY SUPERVISOR
Please provide me with the classification of the watershed where these sewers will be constructed,as identified on the attached
map segment: R L
Name of surface waters: VA I✓�� _
Classification(as established by the nvironmental Management Commission): �Ydyt
Proposed classification,if applicable:
Signature of regional office personnel: ����Dat�e
FORM: GSPSA 02/95 Page 5 of 8

t
THE DIVISION OF
THIS APPLICATION PACKAGE WILL NT
SS ABE ACCEPTEDLL OF THE APP1LICABLE ITEMS ARE NVIRONMENTAL.
MANAGEMENT UNLE
INCLUDED WITH THE SUBMITTAL
Required Items
a, One original and one copy of the completed and appropriately executedthe additional informationinformati modificationstion form. if st he transmitted are
required as a result of additional information requests by the Division,
C Professional E
the signature of the applicant and the actual modification must be initialed by the Nngineer.
t� The plans must
and
b. Two(2)sets of detailed plans and specification ewof thee ewersexten by
a profile f the Professional
and musts show the
include a general location map, a p
proximity of the sewer extension to d t other
utilities age ofahe speci naturalfications m stt be signedSpecifications
sealed.oTwo e(2)�copieseof the
authorities. Each sheet of the plans an P
existing permit if a modification. The plans and specifications must aoother than final planontain phrases (such
and specifications. However,
NOT FOR CONSTRUCTION,etc.) that indicate that they are anything
the plans and specifications may contain:FINAL DESIGN -NOT RELEASED FOR CONSTRUCTION.
C. Two copies of all calculations, including pump selection, etc.), and evalua
friction calculations, cycle time, pump curves (including system
curves applicable with one pump
u running two pumps running, three pumps running
gthe submitted under the signature and seal of the NC Professional En inteer.ion of downstream
pump stations. These items
d_ The appropriate permit processing fee, in accordance with 15A NCAC 2H .0205(gated mu The fee for ties (applies
sewer es only nsto thoions se
nondelegated municipalities
that have specific delegation review.au authority, asse for sewer extensions for egranted by the Environmental Management
governmental jurisdictions
Commission)is $200. Name changes without other modifications are$100.
ng the
ewater flow
e, If the owner/authority of the wastewater treatment facility na lettte must be provided fromTF) that will be ttthe owner at thority of he from
W. e
project is different from the applicant of the p ] t,
specifying the volume of flow that will be accepted. The letter should be a recent letter and should refer to the project y
same name as that identified on the application and the plans/specifications.
iitted m the
public
f, If the application is being submitted in s that the utilityns authorized e name of a pvately dto hold thelfranchise for the area to be served.oIn the
Utilities Commission which demonstrate
must be provided from the Utilities Commission acknowledging these areas are
case of contiguous service areas, evidence
covered under an existing franchise.
by
)must be
g A properly executed Operational Agreeme residences,condomin cand two ondominiums, mobilephomesaor town houses and if submitted hesubject sewer
extension will be serving single family
extension is owned by the individual residents,a homeowners association,or a developer.
h. The downslope surface waters classification f ust be dthe aetelrmi tinny the
acka rep to DtheM Water
Qucalitsinpermitof
fand
this form, prior to the submittal
Engineerinso Unit. Once the regional office hacka e as may then be submitted to Water Quality Permits eted the classification, page 5 of 8 should be and Engineerin[Unit
application package and the entire applicat o p o
each
app
i, A cover letter,which briefly describes the project,
ject, forma Suchcattaahmeshould be inluded n s will be lconsidered as part of thesapplicationanand
feel free to include attachments to the application
should be numbered to correspond to the section to which they refer.
come
the
J
All materials and fees submitted in support of this request for a permihbeDivisionewillpr rtumf submittedlmaterialstonly at its
Management; therefore, if the permit is not issued or any reason,
option.
FORM: GSPSA 02/95 Page 6 of 8

Orr
me and Complete Address of Engineering Firm: Municipal. Engineering Services Com., Inc-
PO Box 97 27529
City: Garner, State: NC Zip:
Telephone Number: ( 919 ) 772.5393
Professional Engineer's Certification:
. PE Cherokee County
I, T. Andy Lamm., ,attest that this application for
for Cherokee County Landfill
has been reviewed by me and is accurate and complete to the best of my knowledge. I further attest that to the best of my knowledge
the proposed design has been prepared in accordance with the applicable regulations. Although certain portions of this submittal
package may have been developed by other professionals,inclusion of these materials under my signature and seal signifies that I have
reviewed this material and have judged it to be consistent with the proposed design.
North Carolina Professional Engineer's Seal,Signature,'and Date:
Applicant's Certification:
Cherokee County
Richard I,. Rorieycutt, Co. Mgr
attest that this application for
I,
Leachate Pum2 Station and Force Main for Cherokee County Landfill
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
g information and attachments are not included,this application package
application are not completed and that if all required supportin
will be returned to me as incomplete. q
Signature Date
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: GSPSA 02/95 Page 7 of 8

DIVISION OF ENVIRONMENTAL MANAGEMENT REGIONAL OFFICES (12/94)
Asheville Regional WQ Supervisor Washington Regional WQ Supervisor Raleigh
ReaBox 2 aional 68 Supervisor
Pos59 Woodfin Place Post Office Box 1507 Raleigh, NC 27611
Asheville,NC 28801 Washington,NC 27889 [phone]
[phone]. [phone]
Fax[phone] Fax[phone] Fax[phone]
Avery
Macon Beaufort Jones Chatham Nash Buncombe Madison Berrie Lenoir Durham Northampton
McDowell Camden Martin Edgecombe Orange
Burke Franklin Person
Caldwell Mitchell Chowan Pamlico
Craven Pasquotank Granville Vance
Cherokee Polk Halifax Wake
Clav Rutherford Currituck Perquimans Johnston War1en
Graham Swain Dare Pitt Lee Wilson
Haywood Transylvania Gates Tyrell
Greene Washington
Henderson Yank Hertford Wayne
Jackson Hyde
Fayetteville Regional WQ Supervisor Mooresville Regional WQ Supervisor. 127Card Cardinal Drive Ext Supervisor
ension
Wachovia Building. Suite 714 919 North
o t lle, NC ain Street
Wilmington, NC 28405-3845
Moores281
Fayetteville, NC 28301 [phone] [phone]
[phone] - Fax[phone] Fax[phone]
Fax [phone]
Anson Moore Alexander Mecklenburg Brunswick New Hanover
Cabarrus Rowan- Carteret Onslow
Bladen Robeson Catawba Stanly Columbus Pender
Cumberland . Richmond Du lin
Harnett Sampson Gaston Union P
Hoke Scotland Iredell Cleveland
Montgomery Lincoln
Winston-Salem Regional WQ Supervisor
585 Waughtown Street
Winston-Salem,NC 27107
[phone]
Fax[phone]
Alamance Rockingham
Alleghany Randolph
Ashe Stokes
Caswell Surry
Davidson Watausia
Davie Wilkes
Forsyth Yadkin
Guilford
FORM: GSPSA 02/95 Page 8 of 8

PUMP STATION CALCULATIONS
for
CHEROKEE COUNTY LANDFILL
LEACHATE PUMP STATION & FORCE MAIN
October 31, 1997
``e��tantttatt®
s s
M
S AL
Jv /
(E@.
�-ram �'•. o
-Ff. �AVDY
s �
6Q,eaaraau`►+,�i�
Prepared by:
Municipalnrff� Engineering
P g g
Services Company,P.A.
00
Garner,N.C. Boone,N.C.
MESCO Project No. G97088

CHEROKEE COUNTY LANDFILL
LEACHATE PUMP STATION & FORCE MAIN
Pump Station Design Calculations
Project Description:
This proposed pump station is designed to service the Cherokee County Landfill
project. It is to be I sa at the leachate lagoon, to pump an
agreed-upon v ►, to the Andrews
Wastewater Treatment Plant for treatment. leachate flow has been
determined to be approximately VjftJftMERVVZMby and the lagoon has a
sw + g ern The Town of Andrews- has agreed to accept
up to y�10,000 gallons per day leachate flow from the Landfill in exchange for the
landfill accepting sludge from the WWTP and other considerations. A copy of
the Letter of Acceptance from The Town of Andrews is enclosed as a part of this
application package.
Flow Calculations:
As previously stated, the maximum leachate flow has been determined to be
approximately 11,000 gallons per day and the lagoon has a storage volume of
950,000 gallons. The Town of Andrews has agreed to accept up to 10,000
gallons per day leachate flow from the Landfill. The leachate flows from the
landfill collection system to the 950,000 gallon lagoon. As it accumulates, it also
flows into the wetwell for the pump station. When the leachate level in the
wetwell reaches the pump-on level, the pumps begin pumping. Magnetic flow
measuring equipment on the discharge force main begin measuring the flow. If
the pumps do not reach the pump-off level prior to 10,000 gallons being
pumped, then the controller will automatically shut off the pumps. This can be
re-calibrated if the Town,of Andrews upgrades their plant and determines it can
and agrees to accept additional flows from the Landfill in the future. Initial flows
of leachate will be substantially less than the projected maximum of 11,000
gallons. It is proposed that a gravity sanitary sewer line may be installed by that
time to the Andrews Wastewater Treatment Plant.
In the event of a large storm event, the excess flow ill be stored in the lagoon
and recirculated until it can be pumped through this pump station. In the event of
a major storm event, and the leachate lagoon or Andrews WWTP cannot handle

r
the storm surge, the County will apply for acceptance into the Murphy WWTP
and they will pump-and-haul the leachate between the Andrews WWTP and the
Murphy WVVTP and any abnormal storm events can be handled.
This pump station empties into an existing manhole of an 8" gravity sanitary
sewer line that flows to an existing pump station serving this area. This existing
pump station has 175 gpm pumps, and has recently been outfitted with new
equipment. According to the County, McGill Associates, P.A. of Asheville, N.C.
has evaluated the capacities of the pump station and outfall and determined that
the receiving pump station and outfall has more than adequate capacity for this
proposed connection. This proposed pump station shall operate with 100 gpm
pumps to maintain the required 2.5 fps velocity in the 4" force main when in
operation. But with a daily maximum of 10,000 gallons, the station shall only
pump for a maximum of 100 minutes in any given day. Because of the nature of
the fluids being pumped, the 950,000 gallon lagoon for storage and the
maximum pumping rate of 10,000 gallons per day, the design parameters for
domestic sewer of 2 to 8 pumping cycles per hour will not apply in this
application.
Force Main:
We selected a 4" diameter force main for this project because the County had a
request from another entity to also access the force main with a proposed future
pump station that is to be controlled by telemetry such that both stations don't
pump at the same time. That-pump station is not a part of this submittal. The
force main has a plugged "tee" at the highway for this possible future
connection. There is also an in-line check valve in a manhole at this location to
protect from any future pumping backing up into this proposed pump station.
The overcoming static head for this system is 18 feet, which is computed to be
from the highest ground elevation along force main of 1702' (which is the
discharge elevation out of the wetwell) to pump off level control at 1684' (which
leaves two feet of non-usable storage area for pump cooling). The end elevation
at the discharge manhole is 1644.75'. This situation sets up a "negative" total
static head, instigating a siphon effect in the force main. One air release !
vacuum valve is proposed at the high point along the force main, which happens
to be at the wetwell, to alleviate this siphon.
Using Hazen and Williams' formula, head loss for a 4" force main was calculated
for the flow conditions. Tl1e o ee main �ngths5fee . An equivalent pipe
length of 150 feet was added to the length of the force main for numerous bends
along the force main route and the internal pump station pipe fittings, check
valves, etc. The total force main length used to calculate the friction head- loss
was 5,300 feet.

f
4" main: length of force main = 5,300 feet
c=130
flow rate = 100 gpm
1.85 1.85 4.8655
hf = 0.002083 (L) (100/C) x (gpm /d )
friction head loss = 40.1 feet
velocity = 2.5 ft/sec
static head = 18' (to initially overcome)
total static head = - 39.25'
total dynamic head of the system is essentially zero
total dynamic head on the pump to get the fluid out of the wetwell = 20'
A 4" force main was chosen and meets minimum velocity conditions of 2.5 ft/sec
or greater. The total dynamic head on the pump to get the fluid out of the wetwell
is approximately 20 feet, and pump selection was made based on this total
dynamic head (see pump curves submitted). We expect the design of the pump
station to be adequate for the service life of the Landfill.
Wet Well:
The diameter of the wetwell will be 6 feet. The invert is set at 1682.0' and the
invert of the lagoon is 1690. There will naturally be 8 feet of leachate in the
wetwell when there is any leachate in the lagoon. Each vertical foot of storage
in a 6' diameter wetwell equals approximately 212 gallons. Excluding the 2' of
non-storage at the bottom of the wetwell, there will be a minimum of 6' of active
storage which equals 1,272 gallons. At a minimum design of no leachate stored
in the lagoon, the pumps will run a minimum of about 13 minutes to empty out
just the contents of the wetwell. When there is storage in the lagoon, the level in
the wetwell will be higher, and as the pumps run, leachate from the lagoon will
naturally maintain a balance in the fluid levels and flow into the wetwell. The
pumps will then pump until all of the leachate in the wetwell and lagoon is
pumped if the volume is less than 10,000 gallons, or the flow metering
equipment reaches the pre-determined limit of 10,000 gallons and subsequently
stops the pumps for that day.
Pump selection and operating curves for Leachator pumps are supplied with this
report.

L'aSler(1 ISSIIU
=, s Cherokee Ilidians
AN] 14
01
'ONE X �,F� ZONE X `\ - !
It
re
It
\ Eastern Band of
Cherokee Indians {� c" RA/LWAY
AREA NOT INCLUDED
f� +
----Rye
BRANCH' 129 Si
s �
ZONE A s :
��E Jam,,, ��, ,;:::. .. : •: .
MARBLE 50\3SITE
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129
1515
`` •.>/„ " _I l y� / {{: '/ FAIRVIEW RD.
ZONE X Q
:rr /
--=` pNC
R Isla �
�` 0� OAF .;:�''� . •., �' ;.: ':. �, g �pp`BRA�CH
r 2 � :i•::::.::'.. .::•. ;;,•. ISM:.;• .;::�.�;::•:� �j�
ZONE A
'\ is:;:(:`';: i(••;�, ............
-, VALLEY i
s =' �l
q
Eastern Band o1
Cherokee Indian
131�. ;' AREA NOT INCLUD
— ZONE A
1 CHEROKE
LONGBRgtJCH
\ COUNT'
cN CREEK
1 �
It BRIDGE BRA
ZONE A
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9
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•,�� cHRn 1519 � .. �re

Moan of ZInbrew
MAYOR
�. RMEN
px .+anise ion"
wirm�C,rayd0d
Cheryl'S.M¢Le Tear Wirmns
September 10,1996
Mr. Rick Honeycutt
County Hanagsr
201 Peachtree Street
Murphy,NC 28906
RE: ACCEPTANCE OF bEACHATE
Dear Rick,
The Town Of Andrews will accept the leachate from the new pro-
posed Landfill. A. formal interlocal agreement will need to be,
developed and .approved between both Boards. Elements of this
agreement will include:
1 . Town will accept lea.chate up to 10,000 gallons per day at
no gallon charge.
2 . County Landfill Will accept sludge from the Town of Andrews
Waste Water Plant at no charge.
3. County will pay for additional testing casts required due
to the acceptance of leachate..
4. County is responsible for all. of the pre-treatment cast.
5. Cost of construction of any new lines for accepting the
leaehat:e into our pump station.
6. Any .repairs and maintance incurred by accepting the leach-
ate into our pump station or our Waste Water Treatment
Plant.
7. County will be responsible for all times that are associated.
with leachate accepted by the Town of Andrews.
I am certain the Town and County can work together to find a
solution. Thank you for your cooperation.
Sincerely,.
m'Da` -e
Y
MAYOR
P.O. Box 217 Andrews, NC 26W1-0217 PhOM(70A) 321-5111 Fax: (704) 321•4154

TYPICAL SPECIFICATIONS
for
LEACHATOR PUMPS
and
RELATED EQUIPMENT

LEACHATORTM 3400 RPM 60 Hertz LPS750S8
C MATERIALS OF CONSTRUCTION
CABLE ENTRY GROMMET VITON
STATOR HOUSING 316 STAINLESS STEEL
J SHAFT 316 STAINLESS STEEL
VOLUTE STRAINER 316 STAINLESS STEEL
SHELL 318 STAINLESS STEEL
IMPELLER 316 STAINLESS STEEL
SHAFT SEAL UPPER CARBONICERAMIC
SHAFT SEAL LOWER CERAMIC
A 0-RINGS VITON
STUDS,SCREWS,NUTS 316 STAINLESS STEEL
MOTOR DATA
VOLTAGE PHASE HP FLA RPM
230 1 1.0 7.0 3400
230 1 2.0 14.0 3400
230 3 1.0 3 3400
230 3 2.0 6 3400
460 3 1.0 1.5 3400
B 460 3 2.0 3.0 3400
DIMENSIONS AND WEIGHTS
MODEL A I B C WEIGHT LBS.
LPS750 20.0 1 7.3 1 2.0 JAPPROX. 65
RECOMMENDED NOMINAL RISER SIZE IS BASED
J ��� ON THE CARRIAGE MOUNTED PUMP WITHIN A
II SLOPED RISER. CONSULT FACTORY FOR RISER
WITH INTERNAL FITTINGS OR TURNS OF THE
RISER PIPE.
PERFOMANCE SPECIFICATION
Furnish and Install Myles Industries Leachator Model LP75OSS all 316ss
Pump(s).wllh (PATENTED design) side slope riser stainless steel carriage. -Each pump
shall be provided with H.P.electrlc motors for operation on ' ' volts,
phase, 60 Hertz service with feet of power cable suitable for leachate
service.
The pump must be capable of delivering GPM feet TDH. An
additional point on the same performance curve Is GPM TDH. Shut
off head to be feet minimum. Pump must be capable of handing sand and
abrasive and be capable of passing a 0.25 Inch diameter solid (minimum). The
pump/carriage assembly must be capable of entry Into a Inch diameter side slope
riser pipe. Each pump shall be provided with feet of 1/8 Inch stainless steel safety
cable and filings.
3.4

LEACHATORTM PERFORMANCE CURVE 10/30 LPS750SS
80
70
60
w 50
0 2HP
= 40
30
HP
20
1 HP
10 HIGH HEAD
0
0 20 40 60 80 100 120 140
CAPACITY (GPM)
3.5

LEACHATORTM LEACHATE PUMPING SYSTEM
Typical Simplex System Specifications-LPS750SS Pump W/T1A Indicating Controller
INDICATES OPTIONAL ITEM
LEACHATE PUMPING SYSTEM 4/97
PART 1-GENERAL
1.01 SCOPE OF WORK
A.The leachate pumping system as outlined in this section shall consist of pump, motor, control
panel, level sensor, and related associated discharge pipe and fittings, complete and per the
operating conditions as shown on drawings and specifications.
'B.A complete spare pump assembly consisting of pump/motor, power cable, carriage, and
safety cable assembly shall be provided.
C.A spare submersible transducer level sensor with a non-spiked cable and dryer/filter tube
shall be.provided.
1.02 QUALITY ASSURANCE
A.All equipment listed in this section shall be,provided by a single supplier who has complete
responsibility for the system.The supplier must have a minimum of five years experience In
providing complete systems for side slope leachate removal applications.
B.The supplier of the leachate removal system will provide all warranty services which shall be
one year from date of installation or eighteen-months from date of shipment.
C.Any system supplier not specified as an approved manufacturer must provide a complete
submittal package and be pre-approved by engineer'as equal' prior to bid date.
1.03 SUBMITTALS
A. The submittal package shall include a complete list of components provided, pump curves,
motor data, layout drawing, control electrical schematic, controller bill of materials; and warranty
statement.
B. Submittal cover page shall Include any and all exceptions to the specifications as listed in this
section and shall clearly identify the exception Including the item number and specification
requirement, exception to the specification requirement, and explanation to the reason for the
exception to the specification.
C. Submittal cover page shall provide a 4'X 8'space for the contractor and engineer approval
and comments.
PART 2-EQUIPMENT
2.01 PUMPS
A.The contractor shall furnish and Install a complete-leachate pumping system as manufactured
by Myles Industries, Inc.-Contact Mike Gunn @ 1-800-640-9208.
3.4.1

Typical Simplex System Specifications-LPS750SS PAGE FIVE-4/97
3.02 LEVEL CONTROL
A. A panel mounted controller digital readout display shall provide level indication of the side
slope sump with 41/2 digits. The pump"ON-OFF-HIGH LEVEL"selection shall be through
set point located on the Indicator.The controller unit will accept a 4 to 20 ma signal from
the transducer and provide a level Indication readout of 0 to 138.6 Inches of liquid.
B.A submersible transducer shall be provided with an adequate sized cable.The transducer
shall be all 316 stainless steel and shall be mounted to the pump carriage.The unit shall
provide a 4-20 ma signal output to the control unit. Static accuracy rating shall
be no less than 1.0 %.
C. Level control system shall be provided with an.approved Intrinsically safe barrier.
D.A filter/dryer shall be provided to be mounted In control panel or Junction box to prevent
moisture in the vent tube.
PART 4-MISCELLANEOUS ITEMS
4.01 CABLE FITTINGS
A. Non-metallic compression type grommet cable exit fittings properly sized for the power and
control cables shall be provided for Installation In the riser.The fitting shall allow a gas tight exit
for the cables and shall be threaded directly Into the riser pipe. Steel, plated, or aluminum cable
fittings shall not be acceptable.
B. Cable fitting and grommet In cable fitting shall be designed and selected for the cables
provided to achieve a gas tight seal without the use of sealers or other modifications.
C.A stainless steel eye bolt shall be provided and Installed In the riser. The eye bolt shall be
compatible with the stainless steel snap hook on the pump safety/retrieval cable assembly.
PART 5-EXECUTION
5.01 START-UP
A. The manufacturer of the system shall provide factory field supervision/assistance for
Installation and start-up of the system.The scheduling of this service shall be coordinated with
the contractor to ensure the riser Is in place and the control panel is connected to power prior to
arrival of the factory field technician. Installation and start-up typically requires one day to
complete.
B. At the time of start-up the manufacturer shall provide operator Instruction on the operation,
maintenance, and troubleshooting of the system.
C.An installation and operation/maintenance guide shall be provided at the time of shipment.
Information provided shall include equipment list, assembly drawing, pump curves, "AS BUILT'
electrical schematic, electrical and mechanical bills of materials, component data sheets,
troubleshooting guide, control operation explanation, and maintenance and operation
Instructions.
•
3.4.5

® Typical Simplex System Specifications-LPS750SS PAGE FOUR-4197
6. Main breaker.
7. Pump motor breaker
8. Control circuit breaker.
9. HIGH LEVEL Indicating light (red).
E. The back plate shall consist of 12 gauge sheet steel and finished with a primer coat and
two coats of baked on enamel.All hardware mounted to the subpanel shall be
accomplished with machine thread tapped holes. Sheet metal screws are not acceptable.
All devices shall be permanently identified with phenolic engraved nameplates.
F. The panel power distribution shall include all necessary components and shall be
completely wired with standard copper conductors. Control wiring shall be properly sized
and installed in Panduit type wiring trays.
G.An individual circuit breakers shall be provided for main power, pump, and control circuit.
All circuit breakers shall be heavy duty thermal magnetic or motor circuit protectors similar
and equal to Square D type FAL. Circuit breakers shall be Indicting type, providing ON-
OFF-TRIP positions. When the breaker Is tripped automatically the handle shall assume a
middle position Indicating TRIP.
Thermal magnetic breakers shall be quick-make and quick break on manual and automatic
operation and have inverse time characteristics secured through the use of bi-metallic
tripping elements supplemented by a magnetic trip.
Breakers shall be designed so that an overload on one pole automatically trips and opens all
legs. Field installed handle ties shall not be acceptable.
H. Motor starter shall be open framp, across the line, NEMA rated with Individual overload
protection in each leg. Motor starter contact and coil shall be replaceable from
the front of the starter without removing It from Its position. Overload heaters shall be
block type, utilizing melting alloy spindles and shall provide visual trip-Indication and an
alarm contact for alarming signals. The overload shall be sized for the full load
amperage draw of the pump.Adjustable type over loads, definite purpose contactors,
fractional size starters, and horse power rated contactors or relays shall not be
acceptable.
1. A fused type control transformer shall be used to provide the 120 VAC for control circuits.
J. Surge protection main power and instrument circuit and voltage protection shall
be provided.
K. A thermostat controlled heater shall be provided to control the Inside temperature below
the dew point and alleviate the buildup of condensate in the control enclosure.
L. A corrosion inhibitor shall be provided within the enclosure.
M. A top mounted red visual high level alarm beacon which shall be weatherproof,
shatterproof, shall be provided with a 40 watt light.
N. The control panel shall be UL serialized for Intrinsically safe operation.
•
3.4.4

Typical Simplex System Specifications-LPS750SS PAGE THREE4/97
E.The supplier shall be responsible for carriage operational design and associated
responsibilities associated with providing the (wheeled carrier) carriage device.
2.04 DISCHARGE HOSE ASSEMBLY
A. Discharge pipe shall be ' LEACHATOR VNBR hose rated 250 PSI (minimum
operating pressure) and-20 to 180 degrees Fahrenheit operating temperature. PVC hose shall
not be acceptable.
B. All hose and pipe fittings shall be 300 series stainless steel. Hose fittings shall suitable for the
application. All hose bands shall be hl-torque 300 series stainless steel.
2.05 DISCHARGE EXIT FITTINGS
A.A riser side exit disconnect will be provided which will allow quick connection of the pump
discharge hose assembly and allow the pump to be removed without interference of the
stationary fittings.All materials shall be stainless steel.
B. The exit.assembly shall be provided with a stainless nipple which shall thread through a hole
in the riser pipe to provide a gas tight discharge exit without the use of additional welding or
fillers.
`G.A " PVC ball type check valve with Viton elasotmers and required stainless steel pipe
fittings for installation shall be provided with the pumping system.
`D.A ` PVC full port type ball valve with Viton elastomers and required stainless steel
pipe fittings for installation shall be provided with the pumping system.
` E.A properly sized PVC air release valve with required stainless steel pipe fittings for
Installation shall be provided with the pumping system.The air release valve shall be Installed by
the contractor within the containment area of the riser discharge exit.
3.01 CONTROL PANEL
A. The control panel shall provide level control, pump operation, and motor protection.
B. Control panel shall consist of a NEMA 4X 14 gauge 304 stainless steel enclosure with a
rain guard and lockable outer cover.The door shall open a minimum of 180
degrees.
C.The Inner door shall be an aluminum dead front mounted on a continuous aircraft type
hinge. The dead front door shall contain cutouts for the mounted equipment and operator
accessible equipment and provide protection of personnel from live internal wiring.
D. Operator accessible components mounted on the dead front door shall Include the
following:
1. H-O-A switch
2. RUN indicating light (green).
3. OVERLOAD Indicating light (red).
4. Digital read out level indicator.
5. Elapsed run time meter(mechanical non-reset type).
3.4.3

Typical Simplex System Specifications-LPS750SS PAGE TW04/97
B. Pump shall be centrifugal, submersible design, and suitable to handle primary landfill
leachate containing silt, sand, and collection system debris typical to landfill construction.The
pump motor shall be non-overloading throughout the operating curve of the pump. Pump shall
not require more than one stage to meet required performance conditions.
C. Pump shall be a LEACHATOR model LPS-75OSS rated_GPM at_total dynamic head.
An additional acceptable pump operating point shall be_GPM at total dynamic head.
D. Motor horsepower shall be a maximum of horse power. Operating voltage shall be
phase, 60 hertz, volts.
E. Pump design shall Include the following feature:
1. Semi-open multi-vane hardened stainless steel impeller.
2. Pre-lubricated ball type bearings (product lubricated bearings are unacceptable).
3. 316 Stainless Steel construction of all wetted parts with precision machined grooves
for static O-rings.
4. O-rings shall be constructed of Vton.
5. All fasteners are stainless steel.
6. Dual mechanical shaft seals. Upper seal faces are carbon/ceramic
and lower seal faces are silicone/carbide operating in an oil bath.
2.02 MOTOR DESIGN
A. The motor stator housing shall be air filled.
B. The motor and pump shaft shall be stainless steel.
C.The motor shall be rated for a minimum of 10 evenly spaced starts per hour and shall be
provided with internal thermal protectign .
D. The power cable entry shall be a compression fit grommet.
E. The motor shall be located above the pump Impellers and shall be cooled by the
discharge liquid.
F. A Jacketed power cable suitable for leachate service and properly sized shall be
provided. No splices are allowed within the riser pipe.
2.03 Carriage
A. The pump shall be mounted In a 300 series stainless steel (patented) carriage for use In an
" SDR HDPE riser pipe with a constant Inside diameter set at a 3:1 slope.
B.The carriage shall provide a low center of gravity and all wheel shall remain In contact with
the contour of the riser pipe. The wheels shall be of non-corrosive materials with self lubricating
qualities with a minimum diameter of 2.5" and the unit must be able to travel over welding beads
as typically found in riser pipe fabrications.
C.The pump and motor must be easily removed from the carriage in the field should the pump
or motor require service.
D.A .125"X 'safety/retrieval cable assembly with properly sized cable clips, snap hook
and anchor eye bolt of 300 series stainless steel shall be provided.
3.4.2

State of North Carolina
apartment of Environment
and Natural Resources
'T19
�7Division of Water Quality
James B. Hunt, Jr., GovernorNow
Wayne McDevitt, Secretary ® e
A. Preston Howard, Jr., P.E., Director G
December 11, 1997
'J-1 J DEC 1 5 r j.
Mr. Richard L. Honeycutt, County Manager O 1
County of Cherokee EMI,°a�
201 Peachtree Street
Murphy, North Carolina 28906 -
Subject: Application No. WQ0014731
Additional Information Request
County of Cherokee
County Landfill Leachate Force Main
Sewer Extension
Cherokee County
Dear Mr. Honeycutt:
The Non-Discharge Permitting Unit has completed a preliminary engineering review of the
subject application. Additional information is required before we can continue our review. Please
address the following by January 15, 1998:
1- The modeling results which helped determine the estimated maximum leachate flow
(11,000 GPD) to the pump station are required.
2- The application must be signed and sealed by the professional engineer.
3- The application states that both fillets and a screened vent will be supplied for the wet
well. These items should be added to the construction drawings.
4- An audible alarm is also required to be installed on the pump station. This should be
added to the plans and specifications.
Please reference the subject permit application number when providing the requested
information. All information should be signed, sealed, and submitted in duplicate to my attention
at the address below. Please note that failure to provide this additional information on or before the
above requested date can result in your application being returned as incomplete.
If you have any questions regarding this request, please call me at [phone],
extension 527.
Irely
/�
I
Rick Moore
Environmental Engineer
Non-Discharge Permitting Unit
cc: hevi z'onal (,w 7o,e;W.., er�QualI
leinniLt-MiWQ0014731
Municipal Engineering Services, Inc.
P.O. Box 29535, Raleigh, North Carolina 27626-0535 Telephone [phone] FAX [phone]
An Equal Opportunity Affirmative Action Employer 50% recycled/10%post-consumer paper

Pei o. WQ0011529
a er 9, 1995
t:
Eri I11 ER' CERTIFICATIQN
L . Sto f fb1,� , as a dul ' t ed Professional Engineer in the State of Nor
th
rth
Carolina,having beer}authorized to observe riodically9 eekly, full time)the construction of the
I;Isi� LgiJ PeVtJOrJ&Ar chG"k2eCz , -z,
project, "_ri w o o f A n d rf w s N o>4 h CIO J n
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 cons n such-that the construction was observed to be built within substantial compliance and
intent of 's pe 't, th a o plans and specifications,and other supporting materials.
Si nature
g Registration No. l 7
Date
14774
ST
fit;.+):i.',• l.Y�-y ^S. �' i►.'■
'The Division of Water h � H z
Quality
hereby .fir Wn
ac nttwiedgas receipt and acceptance of this Engineers �!
- •gym
Certificati�j
a
3

orth Carolina
ment of Environment,
ealth and Natural Resources
Division of Environmental Management 4 •
James B. Hunt, Jr., Governor
Jonathan B. Howes, Secretary p H N
A. Preston Howard, Jr., P.E., Director
September 13, 1995
MAYOR JIM DAILEY
TOWN OF ANDREWS
PO BOX 217
ANDREWS, NORTH CAROLINA 28901
Subject: Application No. WQ0011529
Elsie Lail Dev.
Sewers-Public
Cherokee County
Dear MAYOR DAILEY:
The Division's Permits and Engineering Unit acknowledges receipt of your permit application and
supporting materials on September 12, 1995. This application has been assigned the number listed
PLEASE REFER TO THE ABOVE WATER QUALITY NUMBER WHEN MAKING
• INQUIRES ON THIS PROJECT.
Your project has been assigned to Rick Moore for a derailed engineering review. Should there be any
questions concerning your project, the reviewer will contact you with an additional information letter.
Be aware that the Division's regional office, copied below, must provide recommendations from the
Regional Supervisor or a Procedure Four Evaluation for this project, prior to final action by the
Division.
If you have any ques %A lease contact Rick Moore at(919) 733-5083 extension 527. If the engineer
is unavailable, y� ye a message on their voice mail and they will respond promptly. Please
reference they n number when leaving a message.
Sincerely,
Carolyn 1, ✓a ill
U �G
Supervisor, State Engineering Review Group
P
cc: Asheville Regional Office
McGill Associates
Pollution Prevention Pays
P.O. Box 29535, Raleigh, North Carolina 27626-0535 Telephone [phone]
An Equal Opportunity Affirmazive Action Employer

. y
State of North Carolina
Department of Environment, Health, and Natural Resources
Division of Environmental Management
Non-Discharge Permit Application
(THIS FORM MAYBE PHOT.000PIED FOR USE AS AN ORIGINAL)
GRAVITY SEWER EXTENSION ,z =
I. GENERAL INFORMATION:
1. Applicant (corporation, individual, or other): Town of Andrews :y _
2. Print Owners or Signing Official's Name and Title (the person who is legally
responsible for the facility and its compliance): Jim Dailey, Mayor
Town of Andrews
3. Mailing Address: P.O. Box 217
City: Andrews State: NC Zip: 28901
Telephone No.: 70( 4 321-3113
4. Project Name (subdivision, facility, or establishment name - should be consistent with
project name on plans/specs., letters of flow acceptance, Operational Agreements, etc.):
Water & Sewer System Improvements - Elsie Lail Devel.
5. Application Date: 9-8-95 6. Fee Submitted: S 400.00
7. County where project is located: Cherokee
U. PERMIT INFORMATION:
1. Permit No. (will be completed by DEM):
2. Specify whether project is: x new; renewal*; modification.
*If renewal, complete only sections I through III and applicant signature
(on pg.5). Submit only pgs. 1, 2, 5 (original and 3 copies of each). Engineer
signature not required for renewal.
3. If this application is being submitted as a result of a renewal or modification to an
existing permit, list the existing permit number and issue date
4. Specify whether the applicant is x public or private.
FORME GNRA 4191 PaoP 1 of A

GRAVITY SEWER E
PAGE 2 (4/91)
III. INFORMATION ON WASTEWATER:
1. Nature of Wastewater. x %Domestic; % Commercial;
% Industrial-;. % Other waste (specify):
2. Please provide a one or two word description specifying the origin of the wastewater,
such as school, subdivision, hospital,commercial,industrial, apartments, etc.:
subdivision '
3. Indicate any parameter(and its concentration) that will be greater than normal domestic
levels: N/A
4. If wastewater is not domestic in nature,what level of pretreatment has been provided to
ensure protection of the receiving wastewater treatment facility?
N/A
5: Volume of wastewater generated by this project: 7,200 gallons per day
6. Explanation of how wastewater volume was determined: 20 Homes @ 360 qpd =
. 7,200 gpd
IV.DESIGN INFORMATION:
1. Brief project description: 905± L.F. eight-inch sewer to serve twenty
lot subdivision.
2. Name of wastewater treatment facility receiving wastewater: Thorn of Andrews
a. Facility permit no.: NC 0020800
b. Engineer should provide statement of his evaluation of downstream sewers to
accept the wastewater: Downstream sewers are .of adequate size &
condition to accept flow of proposed extension.
2of6

GRAVITY SEWER EXTENSION
PAGE 3 (4/91)
3. Summary of sewer pipe by,diameter size and pipe material. Indicate here whether C
factor or N factor is used and circle C or N below: C
Dia. Length Pipe r N Min. Max. Minimum Max. Minimum
(In:) (Lin. Ft) Material actor Slope % Slope % Velocity (fps) Vel.(fps) Cover(in)
'8 905 PVC 130 0.48 .4..18 >2 fps <15 fps 36
NOTE: The minimum velocity must not be less than 2 fps.
For public sewers the minimum diameter is 8 inches.
4. Anchors shall be provided for sewers with slopes greater than 20 %. The anchor
spacing shall be as follows:
a. 36 feet separation for slopes of 21% to 35%;
b. 24 feet separation for slopes of 36% to 50%;
c. 16 feet separation for slopes of 50% and greater.
For velocities greater than 15 fps, it is strongly recommended that measures be
considered which will protect the sewers and manholes from erosion. For velocities
greater than 20 fps, erosion control measures must be specified
For any excessive slopes or velocities that will occur in any sewer line segment, what
measures have been taken to protect the sewer pipe and manholes?
_ NSA
5. Maximum sewer reach length between manholes: 375 , linear feet.
6.. This sewer line segment occurs between manhole no.sta 15+and manhole no. Sta 19+05
7. Does the owner/operator have the ability to clean this length? x Yes No.
8. Sewer subject to existing or planned traffic bearing loads? Yes x No.
If yes,-what measures are being taken to enable the sewers to withstand the loads?
9.. Outside drop manholes are provided where invert separations exceed: NSA feet.
10. Identify (by manhole number) those manholes that have drop connections: N/A
3of6

GRAVITY SEWER
PAGE 4 (4/91)
"'
11. Maximum allowable infiltration/exfiltration test rate:
Note: Must not exceed 200 GPD/pipe dia. in./mile. <200 GPD/pipe dia. in./mile.
12. Minimum separation distances as shown on the plans or addressed in the specifications:
a) 100 ft. horizontal separation from wells or other water supplies? x Yes _No
b) 12 in. vertical separation from storm sewer or ferrous pipe
sanitary sewer specified?' . x Yes —No
c) 10 ft.horizontal separation from water'mains or 18 in. vertical
separation-(water over sewer)or ferrous pipe specified? X Yes —No
13. Are manholes subject to flooding? _Yes x No
14. If yes, are manhole rim elevations 1 foot above 100-year flood level, —Yes — No
(100 year flood elevation should be indicated on plans)
15. Or are manholes watertight and vented 1 foot above the 100-year
flood elevation ( should be shown on plans): _Yes —No
16. Identify (by manhole number) those manholes that are vented: N/A
17. Does this project involve any stream crossings? _yes x no. If yes, what precautions
or special features have been utilized to ensure protection of the sewer line and not
restrict stream flow? Identify the sheet of the plans and station number where stream
crossings are located:
THIS APPLICATION PACKAGE WILL NOT BE ACCEPTED BY THE
DIVISION OF ENVIRONMENTAL MANAGEMENT UNLESS ALL OF
_ THE APPLICABLE ITEMS ARE INCLUDED WITH THE SUBMITTAL
Required Items
a. One original and three copies of the completed and appropriately executed application form.
b. Three sets of detailed plans and specifications signed and sealed by a North Carolina
Professional Engineer. The plans must include a general location map, a plan view of the
sewer extension, a profile of the sewer extension, and must show the proximity of the
sewer extension to other utilities and natural features. Specifications may be omitted for
delegated authorities. Each sheet of the plans and the first page of the specifications must be
signed and sealed. Three copies of the existing permit if a renewal or modification.
C. The appropriate permit processing fee, in accordance with 15A NCAC 2H .0205(c)(5).
d. If the owner/authority of the wastewater treatment facility (WWTF) that will be accepting
the wastewater flow from this project is different from the applicant of the project, then a
letter must be provided from the owner/authority of the'WWTF specifying the volume of
flow that will be accepted. The letter should be a recent letter and should refer to the project
by the same name as that identified on the application and the plans/specifications.
e. An Operational Agreement (original and two copies) must be submitted if the sewer
extension will be serving single family residences, condominiums, mobile homes, or town
houses and if the' subject sewer extension is owned by the individual residents, a
homeowners association, or a developer.
4of6

GRAVITY SEWER EXTENSION
PAGE 5 (4/91)
Name and Complete Address of Engineering Firm: McGill Associates, P.A.
P.O. Box 2259
City: Asheville State: NC Zip: 28802
Telephone No. (704) 252-0575
Professional Engineer's Certification::
I Joel L. Storrow, P.E. , attest that this application for Town of
Andrews has been reviewed by me and is accurate
and complete to the best of my knowledge. I further attest'that-to the best of my knowledge the
proposed design has been prepared in accordance with the applicable regulations. Although certain
portions of this submittal package may have been developed by other professionals, inclusion of
these materials under my signature and seal signifies that I have reviewed this material and have
judged it to be consistent with the proposed design.
North Carolina Professional Engineer's Registration No. 14774
Print Name of Engineer Joel L. Storrow
19 CA
Seal and Signature (specify date): f ES
a c
SEA
477
Applicant's Certification:
I, Jim Dailey , attest that this application for Town of
Andrews
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 as
incomplete.
Signature Date �� —
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
512 NORTH SALISBURY STREET
RALEIGH, NORTH-CAROLINA 27626-0535
TELEPHONE NUMBER:919/733-5083
5of6

GRAVITY SEWER E
PAGE 6 (4/91)
PERMIT APPLICATION PROCESSING FEES
(effective October 1, 1990)
CATEGORY NEW APPLICATIONS/ RENEWALS V=OUT
MODIFICATIONS MODIFICATIONS
> 1,000,000 GPD '
Industrial $400 $300
Domestic/Cooling Water $400 $300
10,001 1,000,000 GPD
Industrial $400 $250
Domestic/Cooling Water $400 $250
1,001 - 10,000 GPD
Industrial $400 $200
Domestic/Cooling Water. .,.$400 $200
< or = 1,000 GPD 'and
Single Family Dwelling $240 $120
Sludge<or= 300 Acres $400 $250
Sludge> 300 Acres $400 $250-
Sewer Extensions
(nondelegated) $400 0
Sewer Extensions
(delegated) $200 0
Closed-Loop Recycle
or.Evaporative $400 $200
NOTE: The Fees for Soil Remediation Projects are the same as for Sludges.
Under the Sewer Extension Fee, "delegated to municipalities" applies
only to those governmental jurisdictions that have specific delegation
review authority, as granted by the Division of Environmental
Management. .
6of6

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WGILL ASSOCIATES,P.A.
�® CONSULTING ENGINEERS
July 18, 1995
Ms. Kerry Becker `
North Carolina Department of Environments
Health and Natural Resources
59 Woodfin Place
Asheville, North Carolina 28801
RE: Proposed Sewer Extension to Serve
Elsie Lail Development
Town of Andrews
Dear Kerry:
The Town of Andrews has received a request from Ms. Elsie Lail-to annex Ms. Lail's
property off Fairview Road and Kent Street, immediately west of present Town limits. The
property is not currently served by sanitary sewer, and will require approximately 800 lineal
feet of 8-inch gravity sewer to serve a proposed 20 lot subdivision development planned for
the property. This gravity line would tie into the existing Evangeline Nursing Home pumping
station, which has experienced numerous operational difficulties in past years.
In order to upgrade this pumping station to accept the increased wastewater flows, the
Town has recently purchased two new suction lift pumps to replace those currently in service.
We have reviewed the new pump characteristic curves and existing wet well storage volume in
the pump station and have concluded that the existing station with upgraded pumps can handle
the increased wastewater flows. I have enclosed a copy of our calculations for your review.
The existing influent line connection into the pump station will need to be modified to reduce
turbulence in the wet well. This turbulence has caused the control floats to malfunction in the
past, affecting the pumping cycles. To correct this problem, we propose to add an elbow to
the inlet pipe to direct incoming flow down into the wet well away from the floats.
The Town still hopes to construct the Kent Street sewer connector, which as.you know
will retire both the Evangeline and West Wind apartments' pumping stations. At this time, the
Town is pursuing a grant to fund the project under the North Carolina Clean Water Bond
Program. 'However, with the limited amount of monies available 'State-wide, it appears that
the project will not receive funding during this cycle. Therefore, the only practical alternative
to serve the Elsie Lail property at this time is to upgrade the Evangeline pumping station.
Please take note that design of the new gravity sewer extension will be compatible with the
P.O. BOX 2259 / 704/252-0575 / 55 BROAD STREET
ASHEVILLE,NC 28802 704/252-2518 [FAX] ASHEVILLE,NC 2BB01

Ms. Kerry Becker
July 18, 1995
Page 2
long-term Kent Street sewer connector project so that the entire service area can eventually be
served by gravity.
We ask your concurrence with this proposed plan, so that the Town may inform Ms.
Lail of the necessary sewer improvements. The Town expects to submit a non-discharge
permit application for the sewer extension to the North Carolina Division of Environmental
Management - Permits and Engineering in the near future.
Kerry, if you have any questions regarding this matter, please do not hesitate to call.
Sincerely,
McGILL ASSOCIATES, P.A.
JOEL L. STORROW, P.E.
JLS:mcm
Enclosure
cc: Jim Dailey, w/enc.
95206.00
KB18.JUL

to of North Carolina
epartment of Environment,
th and Natural Resources 1, _` 0
i i n of Environmental Management
es B. Hunt, Jr., Governor
rnathan B. Howes, Secretary ID E H N F1
A Preston Howard, Jr., P.E., Director
November 9, 1995
Mr.Jim Dailey,Mayor
Town of Andrews
P.O. Box 217
Andrews, North Carolina 28901
Subject: Permit No. WQ0011529
Town of Andrews
Elsie Lail Development
Sewer Extension
Cherokee County
Dear Mr.Dailey:
In accordance with your application received September 12, 1995, we are forwarding herewith
Permit No. WQ0011529, dated November 9, 1995, to the Town of Andrews for the construction and
operation of the subject wastewater collection extension.
• This permit shall be effective from the date of issuance until rescinded and shall be subject to the
conditions and limitations as specified therein.
If any parts, requirements, or limitations contained in this permit are unacceptable, you have the
right to request an adjudicatory hearing upon written request within thirty (30) days following receipt of
this permit. This request must be in the form of a written petition, conforming to Chapter 150B of the
North Carolina General Statutes, and filed with the Office of Administrative Hearings, P.O. Drawer
27447,Raleigh,NC 27611-7447. Unless such demands are made this permit shall be final and binding.
One set of approved plans and specifications is being forwarded to you. If you need additional
information concerning this matter,please contact Rick Moore at(919)733-5083 ext. 527.
Sincerely,
A. Presto Howard, Jr., P.E.
cc: Cherokee County Health D partment
McGill Associates, P.A.
i
P.O. Box 29535, Raleigh, North Carolina 27626-0535 Telephone [phone] FAX [phone]
An Equal Opportunity Affirmative Action Employer 50%recycled/10%post-consumer paper

NORTH CAROLINA
ENVIRONMENTAL MANAGEMENT COMMISSION
DEPARTMENT OF ENVIRONMENT, HEALTH AND NATURAL RESOURCES
RALEIGH
J
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 Andrews
Cherokee County
FOR THE
construction and operation of approximately 905 linear feet of 8 inch gravity sewer to serve 20, three
bedrom homes in the Elsie Lail Development and the discharge of 7,200 GPD of collected domestic
wastewater into the Town of Andrews' existing sewerage system, pursuant to the application received
September 12, 1995, 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 Andrews'
Wastewater Treatment Facility prior to being discharged into the receiving stream.
5. This permit is not transferable. In the event there is a desire for the facilities to change ownership,
- or there is a name change of the Permittee, a formal permit request must be submitted to the
Division of Environmental Management accompanied by an application fee, documentation from
the parties involved, and other supporting materials as may be appropriate. The-approval of this
request will be considered on its merits and may or may not be approved.
6. Construction of the sewers, pump station(s) and force main shall be scheduled so as not to
interrupt service by the existing utilities nor result in an overflow or bypass discharge of
wastewater to the surface waters of the State.
1

JF7 Upon completion of construction and prior to operation of this permitted facility, a certification
must be received from a professional engineer certifying that,the permitted facility has been
installed in accordance with this permit, the approved plans and specifications, and other
supporting materials. Mail the Certification to the Water Quality Permits and Engineering Unit,
R.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 143-215.6(a)to 143-215.6(c).
10. The issuance of this permit does not preclude the Permittee from complying with any and all
statutes, rules, regulations, or ordinances which may be imposed by other government agencies
(local, state, and federal)which have jurisdiction.
11. In the event that the facilities fail to perform satisfactorily, including the creation of nuisance
conditions,the Permittee shall take immediate corrective action,including those as may be required
by this Division, such as the construction of additional or replacement wastewater collection
facilities.
12. Noncompliance Notification:
The Permittee shall report by telephone to the Asheville Regional Office, telephone number
[phone] as soon as possible, but in no case more than 24 hours or on the next working day,
following the occurrence or first knowledge of the occurrence of either of the following:
a. Any process unit failure, due to known or unknown reasons,that renders the facility incapable
of adequate wastewater transport, such as mechanical or electrical failures of pumps, line
blockage or breakage,etc.; or
b. Any failure of a pumping station or sewer line resulting in a by-pass directly to receiving
waters without treatment of all or any portion of the influent to such station or facility.
Persons reporting such occurrences by telephone shall also file a written report in 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 9th day of November, 1995.
NORTH CAROLINA ENVIRONMENTAL MANAGEMENT COMMISSION
A. Preston oward, Jr., P.E., Director
Division of fbwvironmental Management
By Authority of the Environmental Management Commission
Permit Number WQ0011529
2

Permit No. WQ0011529
November 9, 1995
ENGINEER'S CERTIFICATION
I, , as a duly registered Professional Engineer in the State of North
Carolina,having been authorized to observe(periodically,weekly, full time)the construction of the
project, 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 this permit,the approved plans and specifications,and other supporting materials.
Signature Registration No.
Date
3

J
To: State Review Group ➢r
From: Forrest R. Westall,
r Water Quality Regional Supervisor,
Asheville Regional Office
Date : October 11, 1995
SUBJECT: Procedure Four (4)
APNIWQ0011529 State Review Group
ri Elsie Lail Development Review Engineer Rick Moore
Gravity Sewer Ext .
Andrews, N. C. Regional Office Contact Kerry Becker
1) Name of ;wastewater treatment plant to receive the wastewater
Town of Andrews
t ,
2) WWTP design capacity _1 . 5 MGD
3) NPDES Permit No. NC0020800 Expiration Date 12/31/97
4) Compliance Information:
t !t
Present treatment plant performance
for previous _12_ months - beginning _10101_L94_
Permits/SOC Limits Monthly Average
SEE ATTACHED
" . 5) Quantity, and type of wastewater from proposed sewers:
7, 200 GPD
domestic _1000-.
industrial
other
,' ' :•. '.'` 6) Volume from previously approved projects not yet tributary to
WWTP 0 GPD
7) Regional- Recommendations: Approval x Denial
(Any additional comments should be attached to this form)

December 19, 1996
JIM DAILEY, MAYOR
ANDREWS, TOWN-ELSIE LAIL DEVE
PO BOX 217
ANDREWS, NC 28901
SUBJECT: CERTIFICATE OF COMPLETION
PERMIT NO. WQ0011529
ANDREWS, TOWN-ELSIE LAIL DEVE
CHEROKEE COUNTY
Dear Permittee:
On November 09, 1995 the Division of Water Quality issued you the subject
• permit. One of the conditions of the subject permit read as follows:
Upon completion of construction and prior to operation of this permitted
facility, a certification must be received from a professional engineer
certifying that the permitted facility has been installed in accordance
with the requirements of this permit and the approved plans and
specifications. Mail certification to the Permits and Engineering Unit,
P.O. Box 29535, Raleigh, N.C. , 27626-0535.
To date, our records show that no certification has been received for the
subject permit. If the permitted facility has been constructed and placed into
operation please submit the required certification immediately. Operation of
the treatment system prior to submission of the required certification is in
violation of your permit and is subject to enforcement action. If you have any
questions, please contact your consulting engineer for this project, MCGILL
ASSOCIATES PA at [phone]. If the facility has not been constructed,
please contact the Asheville Regional Office at [phone], so that they can
update their records.
15 '
• ' rm
ILI

IFF
Thank you for your prompt attention to this matter.
Sincerely,
/; Carolyn M skill, Supervisor
State Engineering Review Group
cc: File
Asheville Regional Office
•

State of North Carolina
Department of Environment.
Health and Natural Resources • •
Division of Environmental Management
James B, Hunt,Jr.,Governor � E
Jonathan B. Howes,Secretary
Nann B. Guthrie, Regional Manager
Asheville Regional Office
WATER QUALITY SECTION
March 28, 1994
Mayor Milton Mashburn
Town of Andrews
Post Office Box 217
Andrews, North Carolina 28901
Subject: Emergency Funds for
Evangiline Nursing Home
Lift Station
Town of Andrews
Cherokee County
Dear Mayor Mashburn:
The pump station serving the Evangiline Nursing Home in
Andrews, N.C. is in a serious state of disrepair. The pumps fail
on a nearly continuous basis discharging raw sewage onto the
grounds adjacent to it, and with the discharge of enough volume
and/or onset of rainfall, eventually enters surface waters . It
requires a great deal of effort to keep the pumps running on even
. a temporary basis . No alarms are available at the site to notify
the Town of pump failure so that raw sewage overflows for long
periods of time until a neighbor calls in a complaint.
The Cherokee County Health Department has stated that the
area constitutes an imminent health hazard as a result of the
frequency and volume of discharges from this pump station. Due to
the urgency of this situation, the Evangiline pump station project
should be eligible "for emergency funding.
Until such time as the pump station can be replaced, the Town
of Andrews will be required to monitor the Evangiline pump station
on a frequent basis . If you should have any questions, please
feel free to contact me at 704-251-6208 .
Sincerely,
Kerry S. Becker
Environmental Technician
xc: Joel Storrow, P.E.
Steve Eller
Interchange Building,59 Woodfin Place,Asheville,N.C.28801 Telephone [phone] FAX [phone]
An Equal Opportunity Affirmative Action Employer 50%recycled/ 1.0%post-consumer paper

Therahee TountV Pealth Department
�. Robert C. Wood— Health Director
why Office Andrews Office
Milton Street P.O. Box 850
.'1y, N.C.28906 Andrews, N.C.28901
I -'J7-7486 Tel. [phone]
March 25, 1994
To: Kerry Becker
Division of Environmental Management
59 Woodfin Place
Asheville,NC 28801
From: Robert C. Wood,Director
Cherokee Co. Health Dept.
i
Re: Lift station malfunction at Evangeline Nursing Home,Andrews,NC
The sewage lift station serving the Evangeline Nursing Home in Andrews has malfunction
several times since it has been installed. When this has happen the sewage has been
i allowed to overflow and pond in the low-lying area surround the lift station location. This
is a very serious situation and causes a imminent health hazard that demands immediate
attention. I would suggest that a licensed engineer familiar with lift station design and
installation evaluate the circumstances and recommend appropriate corrective action.
Further the current situation should demand constant monitoring by the Town of Andrews
Maintenance Crews to insure that when failure occurs corrective action is provided
Iwithout unnecessary delay.
I '
I
I
MAR 2 81994
C�F`1_ PE� -

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pn�
4 <
t:

August 21, 1995
MILTON MASHBURN,MAYO
ANDREWS, TOWN-KENT STREET CON
PO BOX 217
ANDREWS, NC 28901
SUBJECT: CERTIFICATE OF COMPLETION
PERMIT NO. WQ0009454
ANDREWS, TOWN-KENT STREET CON
CHEROKEE COUNTY
Dear Permittee:
On July 21, 1994 the Division of Environmental Management issued you
the subject permit. One of the conditions of the subject permit read as
follows:
Upon completion of construction and prior to operation of this permitted
facility, a certification must be received from a professional engineer
certifying that the permitted facility has been installed in accordance
with the requirements of this permit and the approved plans and
specifications. Mail certification to the Permits and Engineering Unit,
P.O. Box 29535, Raleigh, N.C. , 27626-0535.
To date, our records show that no certification has been received for the
subject permit. If the permitted facility has been constructed and placed into
operation please submit the required certification immediately. Operation of
the treatment system prior to submission of the required certification is in
violation of your permit and is subject to enforcement action. If you have any
questions, please contact your consulting engineer for this project, MCGILL
ASSOCIATES at [phone]. If the facility has not been constructed, please
contact the Asheville Regional Office at [phone], so that they can update
their records.
I
Al1G 2
l `. 4 1.995
=fJ C"ALITY SECTION
��`-L ?LGIONAL OFFICE

Thank you for your prompt attention to this matter.
Sin erely,
Carolyn McCaskill, Supervisor
State Engineering Review Group
cc: File
W sh iy lle Regi�ona1 0;ffice

A
�©gyp_
KWA
HCDEH
North Carolina Department of Environment and Natural Resources
Division of Water Infrastructure
Pat McCrory Kirn H.Colson,PE John Skvarla,III
Governor Acting Director Secreta
RECEIVED
&&Ion of Water Resoum"
December 20, 2013
Mr. Bill Green, Town Manager
Town of Andrews
8 Wilson Street watercualfty Regional Operatfom
Andrews,NC 28901 Asheville Regional Office
SUBJECT: Change Order No.l-Final
Terry Brothers Construction Company
Town of Andrews [Cherokee]
Main Street Sewer Rehabilitation
Project No. CS370537-02
Mr. Bill Green:
The Infrastructure Finance Section has concluded revi
,w of the.information regeived
h .
December 16, 2013 in support of subject change order. The following determination has been
made:
Change Order No. 1 Final, Total Change $ (11,313.00)
Change Order No. 1 Eligible $ (11,313.00)
Original Contract &Eligible Amount $ 350,420.00
New Total Contract &Eligible Amount $ 339,107.00
The Town of Andrews was approved for loan assistance from the Clean
Water State Revolving Fund project number CS370 537-02 in the
amount of$ $485,341, with$242,671of principal forgiveness. Terms of
the loan are 0%for 20 years.
Change order#1 is for final adjustment to quantity. There was a request for
10 days additional time. The contract completion date is thus changed from
original date of September 10, 2013 to September 20, 2013.
This Change order with related procurement documentation has been found to be in
compliance with applicable SRF regulations. However,it should be understood that this
approval is administrative only and does not relieve the recipient of the responsibility to ensure
the validity of the supporting documentation including the corresponding cost and pricing data.
Accordingly, this approval is without prejudice to a redetermination of
allowable/unallowable costs should a post approval review or audit disclose facts not now
discernible.
Infrastructure Finance Section
1633 Mail Service Center,Raleigh,North Carolina 27699-1033 One
Location:B'Floor Archdale Building,51211.Salisbury St.Raleigh,North Carolina 27694 NorthCar olina
Phone:[phone]BO\FAX [phone] Internet: ifs.riggay ahi da3�r�
te
An Equal Opportunity\Affirmative Action Employer

Town of Andrews Change Order No. 1-Final 1119
Main Street Sewer Rehabilitation Terry Brothers Construction Co.
Project No.CS 370537-02 Page 2 of 2
Time extensions are approved for purposes of funding eligibility only and do not affect date
on which first payment is due. Any compliance schedules contained in an SOC, JOC, permit, or
other.eotipiar}ce of'eriforcement document issued by the North Carolina Department of
'Efivii0ti Varid Natural Resources, are not affected by this change order determination.
i
t l &. etti��(should b filed with the other SRF project documents in your possession. If you
have any questions or comments,please contact Gerald Horton at(919) 707-9185, or me at
' [phone].
Sincerely,
ark L.�Iubbard, P.E., Assistant Chief
Infrastructure Finance Section
cc: Mike Waresak, McGill &Associates
1FS, SRF

CHANGE ORDER
Number: 1 -Final
PROJECT: Town of Andrews DATE OF ISSUANCE: 9/9/13
Main Street Sewer Line Improvements
OWNER'S PROJECT NO.
OWNER: Town of Andrews
ENGINEER: McGill Associates, P.A.
55 Broad Street
CONTRACTOR: Terry Brothers Construction Company, Inc. Asheville, N. C. 28801
ENGINEER'S PROJECT NO. 12.00305
CONTRACT FOR: Main Street Sewer Line Improvements Project
Description: As shown on the attached final change order summary,original contract bid quantities will be
adjusted to reflect actual quantities installed for the work shown on the original plans, additional work related to
sewer line installation that took place along Tarrent Street, and additional work related to the installation of a single
4' diameter manhole on the existing Valley Street sewer line.
Purpose of Change Order: 1)To document the increase in contract bid quantities for bid item No's.2, 3,7, 10,12,
17, 19 &21,and to document the decrease in contract bid quantities forbid item No's. 4,5, 13, 14, 15, 16, 18,20,
22, 23, 24,25&26. The modification of original bid item quantities results in an$11,313.00 decrease in the Contact
Price. 2)To increase the contract time by ten (10)days. This time extension'allowed the Contractor sufficient time
to complete the additional work along Tarrent Street and Valley Street. The net effect of this change order is an
$11,313.00 decrease in the contract price and a ten (10)day increase in the contract time.
Attachments(List documents supporting change): Final Change Order Summary; E-mail correspondence from
Eddie Gahagen with Terry Brothers Construction Company, Inc.
CHANGE IN CONTRACT PRICE CHANGE IN CONTRACT TIME
Original Contract Price Original Contract Time
$350,420.00 90 Days
Previous Change Order No. 0 to No. 0 Net Change from Previous Change Orders
$0.00 0 Days
Contract Price Prior to This Change Order Contract Time Prior to This Change Order
$350,420.00 90 Days
Net decrease of This Change Order Net Increase of This Change Order
$11,313.00 10 Days
Contract Price With All Approved Change Orders Contract Time With All Approved Change Orders
$339,107.00 100 Days
RECOM APPROVED APPROV :
BY: G� BY: BY:
McGill Associates,P.A. Town of Andrews Terry Brothers kadiruction o.,Inc.
Mike Waresak PE,Project Manager Teresa Ricks,Town Manager Eddie Gahagen,Project Manager
Date: -71 L 0 f/7 Date: 01041,W3 Date:

Town of Andrews
Main Street Sewer Line Improvements
FINAL CHANGE ORDER SUMMARY
12.00305
k'£a
,,,.
_ �-Contrast
;,,,.,�'otal, ., ._ .
r Unit,Rl( It tYiYi,Io,ac}. .. „�.,.K ..._:s,=,. ..w ,. k. S.-z, ;.eC.;,'k .w/r-+J';•a rY h 5,,..a�,r r r.. .,k�¢.;,v`�tk..,:+„?�+.3'V,nd�r��Y.e14r .�c, �4':+^n 7 {i - GZ•x :5x. t
uanti _>...Amount° M1u; .Values%r :Installedfi, =Ya�::<-yx=� x� l�ttnsF �k �. Vaiue ;�,:
1 Mobilization 3%maximum , includin N 1.00 LS. $10,000.00 $10,000.00 1.00 Ad istittenf1
2 8-inch ductile iron gravitysewer line, all 1,320.00 LF $10,000.00
$79.00 $104,280.00 1,669.00 349.00 + $27,571.00 $131,851.00
3 4-foot diameter re-cast concrete man 2.00 EA $2,340.00 $4,680.00 5.00 3.00 " $7,020.00 $11,700.00 �
4 4-foot diameter re-cast concrete man 5.00 EA $2,450.00 $12,250.00 4.00 -1.00 $2,450.00 $9,800.00
5 4-foot diameter re-cast concrete drop 1.00 EA $3,350.00 $3,350.00 -1.00 $3,350.00
6 Rehabilitation of existing4-foot diamet 5.00 EA $2,500.00 $12,500.00 5.00 , 00.00
2,5$1 7 Abandonment of existingmanhole in.-Pi 1.00 EA $500.00 $500.00 2.00 1.00 t $500.00 1 00.00
8 Remove and reset existing manhole fra 1.00 LS $1,050.00 $1,050:00 1.00 $1,050.00
9 Replace existingmanhole frame and li 1.00 LS $1,250.00 $1,250.00 1.00 $1,050.00
10 Connect to existin manhole and rebuil 1.00 EA $1,000.00 $1,000.00 3.00 2.00 t' $2,000.00 $3,000.00 l
11 Sinkhole point repair, complete. 1.00 LS $4,250.00 $4,250.00 1.00 $4,250.00 ®'12 Connect sanitary sewer services to nev 14.00 EA $1,325.00 $18,550.00 17.00 3.00 V $3,975.00 $22,525.00
13 Trench rock excavation 100.00 -Cy $0.10 $10.00 -100.00 $10.00 14 Select backfill, as directed by Engineer 600.00 CY $35.00 $21,000.00 423.00 -177.00 $6,195.001 $14,805.00 15 Washed stone embedment, as directec 1,000.00 LF $0.10 $100.00 -1000.00 $100.0
16 Washed stone undercut per 6"depth, a 500.00 LF $0.10 $50.00 -500.00 $50.00 17 NCDOT road repair per detail, excludin 475.0-0 LF $100.00 $47,500.00 495.00 20.00 L $?,000.00 $49,500.00 18 NCDOT asphalt milling per details 800.00 Sy $9.00 $7,200.00 797.00 -3.00 $27.0 $7,173.00
19 NCDOT asphalt surface course overla 800.00 SY $18.00 $14,400.00 2,671.00 1871.00 , $33,678.0Q. $48,078.00
20 Town street pavement repair per detail 675.00 LF $70.00 $47,250.00 -675.00 $47,250.00
21 Asphalt drive/pavement repair per deta 150.00 LF $25.00 $3,750.00 154.00 4.00 r $100.00 $3,850.00
22 Concrete drive repair per details 180.00 LF $50.00 $9,000.00 72.00 -108.00 $5,400.00 $3,600. 00
23 Concrete curb and gutter per details 430.00 LF $50.00 $21,500.00 45.50 -384.50 $19,225.OQ $2,275.00 el'
24 Miscellaneous concrete 10.00 -Cy $200.00 $2,000.00 4.50 -5.50 '$1,100.001 $900.00
25 Culvert inlet protection per details 5.00 EA $100.00 $500.00 -5.00 $500.00 26 CABC for shoulders or parking lots 100.00 TN $25.00 $2,500.00 -100.00 $2,500.00
Sub-Total $350,420.00 Sub-Total $339,107.00
Total Original Contract Amount $350,420.00 /
Total Approved Change Orders
Total Adjusted Contract Amount $350,420.00
Total Earned by Contractor $339,107.00
Net Chan e By Final Change Order -$11,313.00 /

IMMcGill
A S S O C I A T E S
December 17, 2013
Mr. Chuck Cranford
Division of Water Resources
Asheville Regional Office
2090 US Highway 70
Asheville,North Carolina 28778
RE: Permittee's/Engineer's Certification
Tarrent Street Sewer Line Replacement
Permit No. WQ0036664
Town of Andrews
Cherokee County,North Carolina
Dear Mr. Cranford:
Please find enclosed the certifications by the Permittee and the Engineer for the above
referenced permit issued by your office. Also attached is one set of record drawings.
If you need any additional information related to this permit,please contact us.
Sincerely,
McGILL O I S, P.A
MIKE WARESAK, PE
Senior Project Manager
Enclosures
cc: Teresa Ricks, Town of Andrews (w/enclosure)
Gerald Horton,NCDENR-IFS
R.L Haynes, McGill Associates
Randy Hintz, McGill Associates RECEIVED
P:/2012/12.00305/letters/ccl7dec13-tarrent st eng certdocx
v
DEC 1.9 2013 .
DWQ/Surf~ace Water Protection S an
Asheville Regional off-tee
Engineering • PIann. ing • Finance
McGill Associates,P.A. P.O.Box 2259,Asheville,NC 28802 • 55 Broad Street,Asheville,NC 28801
828-252-0575 • Fax:[phone]

i ....... .. .. - -..«.___.
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PAST..TRACK ENGINEERING CERTIFICATION
Permittee: Tow n of Andrews. Permit No:WQ0036864
Project: Tarrant Street Sewer Line Replacement Issue i]ate: 811113
Complete and submit finis form to the permit Issuing regional of c'a with the following;
• One copy of the projaot record drawings(plan&profile views and detali drawings of sswer lines)of the wastewater
colleotlon-system extWnslon. Final record drawings should be clear on-the plans or on digitai'medla(CD or DVd
disk)In pdf format. Record'drawings should lndicate the design and the marked up changes during construction.
• Supporting design calculatlons (selected pumps,. system curve, operating point, available storage If portable
generators)or storage greater than longest past three year outage reliability option.seleoted)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. Epjml
modifications are reaulred for any changes resulting 16 agn-compilanee with this erpjlt..reguiatlons or
minimum design criteria Modlftcations should be submitted yrIgr to ogEtiffcation
This.project shall not be considered complete nor allowed to operate until the Division.has received this Engineer's
Certification and all required supporting documentation. Therefore.it Is hlahly recommended that thle certtftcation
be onf In a mannerthat vrovjdes proof of tecelot by the Dlvlslan
PERMIT E'S CEATIFICATION
1,_ Tpen Q i CAS ,the undersigned agent for the Permittee,hereby state
that this project has been constructed pursuant to the applicable standards &-requlrements , the Professional
Engineer below has provided.applicable destgnlconstruotlon Information to the Permittee, and the Permittee is
prepared to operate-&maintain the wastewater collection system permitted herein or poFtions thereof.
e lrl� CK5- n� nis�rr 2 3
Printed Name,Title. . . . Signature Date
ENOINgER'S CtRTIt:ICATION
❑partial Jp4nal
I,_/` eAiie 1 r -- Age s el-c _ _: ,a :a duly registered
Professional Engineer in the State'-of North Carolina,- having boon.:authorized to observe. (�eriodically,
[)weekly, ©full time)the construction of the-subject project for the Rprmlttee hereby state that, to:the best.of
my abilities, due care and diligence was used in the observation of the constructiori.such that the construction_
was observed to be built within substantial compliance of this permit; :16A NCAQ 02T; the Division of Water
Quailty'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 Englneer's
Seal,sign date: R � SEND THIS FORM AND
.� �..
•- t� ! UPPORTING DOCUMENTATION
ITH•REQUIRED ATTACHMENTS
` TO THE FOLLOWING ADDRESS !
. r DEC 19 '2013
SURFACE WA ER PROTECTION SUPERVISOR
e 4r DWQISurfacewaterProtec6anS -°II SHirVII»I.E REGIONAL OFFICE
2090 US HWY 70
�-V o Q�Pl1t;o� Q'�� Asheville Regional ►ce SWANNANOA,NC 28778
The Perrrrlttee Is responsible for tracking all partial certificatiops up until a - 1 certification is received..Any
wastewater flow made tributary to the wastewater collection system ;extend `prior to completion of this
Engineer's Certification shall be considered a violation of the permit and shall subja he Permittee to appropriate
:onforcement Actions.
DWQ Use Only:
Flow from this project is tributary to: NC0020800