WQCS00103_Complete File - Historical_20200522

NCDENR
North Carolina Department of Environment and Natural Resources
Division of Water QualityyM
Beverly Eaves Perdue Coleen H. Sullins ���eman
Governor Director;
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April 1, 2011 N
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Johnny Brown, Mayor,
Town of Andrews
PO Box 1210
Andrews, NC 28901
Subject: Permit No. WQCS00103
Town of Andrews
Andrews Collection System
Cherokee County
Dear Mayor Brown:
In accordance with your application received on 12/28/2010, we are forwarding herewith Permit No.
WQCS00103; dated 04/01/2011, to Town of Andrews for the operation and maintenance of the subject
wastewater collection system.
This permit shall be effective from the effective date of 04/01/2011 until 03/31/2016. This permit shall be subject
to the conditions and limitations specified herein. It is your responsibility to thoroughly review this permit. Please
pay particular attention to the monitoring and reporting requirements in this permit and any compliance schedules
shown in bold.
For purposes of permitting, the collection system is considered to be any existing or newly installed system
extension up to the wastewater treatment facility property or point of connection with a separately owned sewer
system. The collection system is considered all gravity lines, pump stations, force mains, low pressure sewer
systems, STEP systems, vacuum systems, etc. and associated piping, valves and appurtenances that help to.
collect, manage and transport wastewater to a wastewater treatment plant under the Permittee's ownership or
maintained and operated by the Permittee through a perpetual legal agreement. Satellite systems are systems
tributary to the Permittee's collection system but those collection systems are not owned or maintained by the
Permittee. The system description provided on Page 1 of this permit is meant to provide a general idea about the
size of the system and may not be all inclusive of the collection system at the time of permit issuance or
afterward.
A release of wastewater from the wastewater collection system is referred to herein as a Sanitary Sewer Overflow
(SSO). The evaluation of enforcement options after a SSO will be determined considering the criteria listed in
condition I(2)(a) and 1(2)(b) of the permit and all other relevant information available or requested of the
Permittee. Compliance with all conditions of the permit as well as all statutes and regulations pertaining to the
collection system must be maintained or appropriate enforcement actions may be taken as noted in Condition
VI(2).
Pretreatment, Emergency Response and Collection Systems Unit Internet http://h2o.enr.state.nc.us/ndpu
One
NorthCaro/l/ina 1617 Mail Service Center, Raleigh, NC 27699-1617 Telephone [phone] Fax [phone]
.Vaturally DENR Customer Service Center Telephone [phone]
i/ An Equal Opportunity Action Employer 50% recycled/10% post -consumer paper

F WATF State of North Carolina
Department of Environment and Natural Resources
r Division of Water Quality
o SYSTEM -WIDE WASTEWATER COLLECTION SYSTEMS
FORM CSA 10105
(THIS FORM MAYBE PHOTOCOPIED FOR USE AS AN ORIGINAL)_
Application Number: (to be completed by DWQ)
<THIS ONLINE APPLICATION CAN BE FILLED OUT USING
THE TAB KEY TO MOVE THROUGH THE FIELDS>
I. GENERAL INFORMATION:
Owner (name of the municipality, public utility, homeowners association, etc.): Town of Andrews
Authorized signing official's name AND title (15A NCAC 2H .0206(b)): Bill Green, Town Administrator
Mailing address: Post Office Box 1210
City: Andrews
State: North Carolina
Zip: 28901
Telephone number: 828) 321-5111
Facsimile number: 828) 321-4159
E-mail: andrewsnc cabletvonline.net
County where collection system is located: Cherokee
Name, affiliation, and contact information of contact person who can answer questions about the application:
Dillard Dockery, Operator in Responsible Charge
Is this application new or fora permit renewal? ❑ New ® Renewal of Permit No. W CS00103
*For Renewals: Only Complete Section I, Section II and Applicant Certification
II. COLLECTION SYSTEM INFORMATION:
1. Owner and name of wastewater treatment facility(ies) (WWTF) receiving wastewater: Andrews WWTP
2. WWTF permit number(s): NCO020800
3. Total miles of sewer (approximate): 3 Force Main 4 Gravity 0 Pressure 0 Vacuum
4. Population served by this system: 800
5. Wastewater Make -Up: 85 % Domestic/Commercial 15 % Industrial (Process)
6. Pump Station Information: Attach a current list of all major (i.e. not simplex serving a single family home as part of a
pressure sewer system) pump stations, names, capacities and their locations. Summarize below:
o Number of simplex pump stations serving a low pressure* sewer: 0
* Indicate the number of simplex type pump stations serving a low pressure sewer system that are owned/maintained such as in a residential
subdivision. This would not include pump stations that convey larger flows en route to the treatment plant or individual pumps needed to
pump to an adjacent gravity sewer. If simplex stations are listed above, pressure or vacuum mains should be shown in Item II(3).
o Number of duplex or greater pump stations: 5
o Number of simplex stations serving multiple buildings: 0
7. Attach a list of high priority lines according to the Division's definition known to exist in the collection system (See
Instruction E). Head the list with the system name and include "Attachment A for Condition V(4)".
8. Attach a copy of your current spill response plan.
9. Attach a copy of your current annual budget and current approved Capital Improvement Plan.
FORM: CSA 10105 Page 1

n
10. Attach a copy of your comprehensive collection system map (a CD is also acceptable, please indicate format).
11. Report any satellite systems over 200,000 gallons per day (see Instruction F). For renewals, only indicate those
systems that are newly connected or have exceeded 200,000 gallons per day since the last permit application.
None
12. Indicate the current designated collection system operators:
Main ORC Name: Dillard Dockery Certification Number: 986627
Back -Up ORC Name: Sammy Holloway Certification Number: 986655.
Additional Back -Up ORC Name(s) and
Certification Number(s):
III. COLLECTION SYSTEM PERMIT COMPLIANCE QUESTIONS (NEW APPLICATIONS):
Please reference the attached draft permit in answering these questions. Any compliance dates
needed will be put into the permit. For conditions not listed, compliance dates are not typically
offered.
Permit Condition
Current
Compliance?
If no, Indicate
a Compliance
Date
Typical
Compliance
Schedule
I(3) — Grease ordinance with legal authority to inspectlenforce
❑ Yes ❑ No
12 —18 mo.
I(4) — Grease inspection and enforcement program
❑ Yes ❑ No
12 — 18 mo.
I(5) — Three to five year Capital Improvement Plan
❑ Yes ❑ No
12 — 18 mo.
I(8) — Pump station identification signs
❑ Yes ❑ No
3 mo.
I(10) — Functional and conspicuous audible and visual alarms
❑ Yes ❑ No
3 — 6 mo.
II(5) — Spare pumps for any station where one pump cannot
handle peak flows alone (in a duplex station, the 2nd pump is
the spare if pump reliability is met)
❑ Yes ❑ No
6 — 9 mo.
II(7) — Accessible right-of-ways and easements
❑ Yes ❑ No
6 —12 mo.
II(9) — Spill response plan with Items 9(a — h)
❑ Yes ❑ No
3 mo.
Other comments:
FORM: CSA 10105 Page 2

4k
@all
Applicant's Certification:
Note: 15A NCAC 2H .0206(b) requires an authorized individual to sign this application forni. In the case of corporations,
signature is required by a principal executive officer of at least the level of vice president, or his duly authorized
representative. bi the case of a niunicipal, state, or other public entity, a signature is required by either a principal executive
officer, ranking elected official or other duly authorized employee. Duly authorized employee's must provide proof Toni the
principal executive officer or ranking elected official that they have been authorized to sign this application. Public Works
UQA- owwo� ll &CR 10
attest that this application for 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 a 1 as civil penalties up to $25,000 per violation.
Signature: Date: Z�
**END OF FORM CSA 10/05**
FORM: CSA 10105 Page 3

OWN OFANDREWSf
1101 MAIN STREET
PO BOX 1210
ANDREWS, NC 28901
PHONE [phone] FAX [phone]
MAYOR John R. Brown
Alderman James Reid
Administrator William Green
Town Clerk Teresa Taylor Ricks
December 20, 2010
Deborah Gore, Acting Supervisor PERCS Unit
NCDENR
Division of Water Quality
1617 Mail Service Center
Raleigh, NC 27699-1617
RE: WQCS00103
Dear Ms. Gore
Alderman Alvin Adams
Alderman James Bristol
Alderman Steve Jordan
After a visit by Mr. Keith Haynes on Friday, December 17, 2010, I dove into the files this.
morning to review just what action Andrews had taken in response to the Collection System
Permit. Our records indicate that the package was received from McGill Associates on
November 21, 2008 and we in turn mailed the application on November 26, 2008.
I have enclosed two copies of the package that we submitted in 2008.
Sincerely
�� �Y• F 'S M wa' aC M f� .
Bill Green
JAN 1 8 2011
.4
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Sri,^,?EFi C`!JF.LITY oECTION
_ OFFICE ,5

pFWAT WState of North Carolina
F
O G Department of Environment and Natural Resources
r Division of Water Quality
INSTRUCTIONS FOR FORM: CSA 10105
(SYSTEM WIDE WASTEWATER COLLECTION SYSTEMS)
AN ONLINE VERSION OF THIS FORM IS AVAILABLE FROM http://h2o.enr.state.nc.us/peres under Collection
Systems
A. Application Form (All Application Packages):
✓ Submit one original and one copy of the completed and appropriately executed application form. The instructions do
not need to be submitted.
B. Application Fee:
✓ There is no application fee. The Permittee will be billed for an annual fee upon issuance of the permit. For facilities
less than one million gallons per day, the annual fee is $675. For those over, the annual fee is $1090.
C. For New Applications:
✓ In Section III of this application, please reference the attached permit which is divided into Sections I — VI. We have
only included permit conditions in Section III of this application for which we have historically offered reasonable
compliance schedules.
✓ Review the attached draft permit. Indicate which conditions need compliance schedules and give a specific schedule
for implementation in Section III. Grease education and recordkeeping requirements should be started upon permit
issuance and not require compliance schedules. Indicate that the permit can be issued with or without any compliance
schedules. .
D. For Permit Renewals:
✓ Only complete Section I and Section R and the Applicant Certification
E. High Priority Line Information (15A NCAC 2H .0227(b)(2)):
✓ Use the same line identification that would be used to report spills and is used in O&M logs.
✓ Indicate type of high priority line — siphon, aerial line, etc. Other high priority lines may include those designated as
such in a sewer line extension permit, lines running parallel to stream banks that are subject to erosion which may
threaten the sewer line, other lines that are exposed, etc.
F. Satellite Systems:
✓ Provide contact information for any non -owned satellite systems that have a contracted agreement, are allocated for or
convey over 200,000 gallons per day of flow into your system.
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
PERCS UNIT
ATTN: MARIE DOKLOVIC
By U.S. Postal Service: By Courier/Special Delivery:
1617 MAIL SERVICE CENTER 512 NORTH SALISBURY STREET, SUITE 1304C
RALEIGH, NORTH CAROLINA 27699-1617 RALEIGH, NORTH CAROLINA 27604
TELEPHONE NUMBER: [phone] x 371
FORM: CSA Instructions 10105

17
DON'T
FEED
THE GREASE
DEVIL
•/ Put oil and grease in
collection containers
./ Remove oil and grease from kitchen utensils, equipment and
food preparation areas with scrapers/ towels/brooms
1./ Keep grease out of wash water
Place food scraps in collection containers
DO NOT
Pour oil and grease down drains
Wash fryers/griddles, pots/pans and plates with water until oil
and grease are removed
Use hot water to rinse grease off surfaces
Put food scraps down drains

i "U 0
Alirnente
A el Duende
De Diablo
SI
./ Ponga la grasa en contenedores
apropiados
Remueva el aceite y la grasa de utencilios de cocina, equipos, y
areas de preparacion de comidas con espatulas/toallas/escobas
,,00 Mantenga la grasa fuera de el agua de lavar
Ponga los desperdicios de comida en contenedores adecuados
®No tire aceite o grasa en los drenajes
® No lave con agua freidoras/planchas, ollas/cacerolas y platos
hasta que el aceite y la grasa hayan sido removidos
® No use agua caliente para limpiar la grasa de las superficies
® No Tire desperdicios de comida en los drenaj es

GREASETRAP P"LTY AMENDMENT TO WATER AND SEWER
ORDINANCE
An ordinance relating to and regulating the sewer collection and disposal system of
the Town of Andrews, North Carolina, providing a penalty for the failure of a food
processing facility or food handling facility connected to the Town of Andrews sewer
system to have installed and in proper use a greasetrap, providing for the implementation
thereof, repealing conflicting ordinances, and providing that validity of part shall not
affect the validity of the remainder.
WIIEREAS, the General Statutes of the State of North Carolina authorize and
empower a municipality to protect and regulate any public enterprise system belonging to
it, including sewer collection and disposal systems, by adequate and reasonable rules and
regulations; and
WHEREAS, it is the opinion of the Board of Aldermen of the Town of Andrews
that the sewer collection and disposal system of the Town of Andrews, North Carolina,
should be protected and regulated by the amendment of the water and sewer ordinance of
the Town of Andrews so as to provide a penalty for the failure to have a greasetrap
installed and in proper use at all food processing facilities and all food handling facilities
which are connected to the sewer system of the Town of Andrews in order to promote
orderly growth and community development.
NOW, THEREFORE, BE IT ORDAINED by the Board of Aldermen of the Town
of Andrews, State of North Carolina:
Section 1.
(a) All food processing facilities and all food handling facilities
which process, cook and/or serve food to the public or persons
entrusted in their care, including, but not limited to, restaurants, fast food
establishments, and school cafeterias, which are connected to the sewer
system of the Town of Andrews shall install a greasetrap of sufficient size
to prevent the introduction of grease and/or oils into the sewer system
of the Town of Andrews and shall pump or empty said greasetrap as
regularly as necessary so as to prevent the introduction of grease and/or oils
into the sewer system of the Town of Andrews.
(b) The greasetrap of any food processing facility or food handling facility
which is connected to the sewer system of the Town of Andrews shall
be subject to periodic inspection by the Director of the Town of Andrews

Waste Water�`reatment Plant or his authorized
u horized assistants and by the
inspectors of Cherokee County Health Department for the determination
of the character, use, and effectiveness of said greasetrap as often as may
be deemed necessary by the Director of the Town of Andrews Waste
Water Treatment Plant and/or the inspectors, of the Cherokee County
Health Department.
(c) Upon the failure of any food processing facility or food handling
facility which is connected to sewer system of the Town of Andrews
to have installed a greasetrap of sufficient size to prevent the introduction of
grease and/or oils into the sewer system of the Town of Andrews or to
pump or empty said greasetrap as regularly as necessary so as to
prevent the introduction of grease and/or oils into the sewer system of the
Town of Andrews as required by this ordinance, as documented by the
Director of the Town of Andrews Waste Water Treatment Plant or his
authorized assistants or by the inspectors of the Cherokee County Health
Department, said food handling facility shall be notified in writing of its
failure to comply with the provisions of this ordinance.
Upon the failure of said food processing facility or food handling
facility to comply with the provisions of this ordinance within ten days after
receipt of written notification of its failure to comply with the provisions
of this ordinance, water service from the Town of Andrews to said food
processing facility or food handling facility shall be terminated and shall
remain terminated until such time as the food processing facility or food
handling facility complies with the provision of this ordinance.
Upon the failure of any food processing facility or food handling
facility which is connected to the sewer system of the Town of
Andrews to permit inspection of its greasetrap by the Director of
the Town of Andrews Waste Water Treatment Plant or his authorized
assistants, or the inspectors of the Cherokee County Health Department,
water service from the Town of Andrews to said food processing facility
or said food handling facility shall be immediately terminated and shall
remain terminated until such time as the food processing facility or food
handling facility permits inspection of its greasetrap.

Section 3. IMPLNTATION.
It shall be the duty of the Town Administrator of the Town of Andrews, North
Carolina, to implement the terms and provisions of this ordinance. However, the Board
of Aldermen of the Town of Andrews, North Carolina shall have the final authority in
any disputed matter arising hereunder.
Section 4. REPEAL OF CONFLICTING ORDINANCES.
All ordinances and parts of ordinances inconsistent with the terms of this
ordinance are hereby repealed; provides, however, that such repeal shall be only to the
extent of such inconsistency and in all respects this ordinance shall be cumulative of
other ordinances regulating and governing the subject matter covered by this ordinance.
Section 5. SEVERABILITY.
If any section, or provision or parts thereof, in this ordinance shall be adjudged
invalid or unconstitutional, such invalidity and unconstitutionality shall not affect the
validity of this ordinance as a whole or of any other sections or provisions or parts hereof.
Section 6. EFFECTIVE DATE.
This ordinance shall be effective on April 1, 2002.
ADOPTED AND PASSED by unanimous vote of the Board of Aldermen of
the Town of Andrews, State of North Carolina at a regular meeting on the 4th day of
March 2002.

7�1
L:1
WASTEWATER COLLECTION SYSTEM
SPILL RESPONSE PLAN
TOWN OF ANDREWS
CHEROKEE COUNTY, NORTH CAROLINA
immcGM
A S S O C I A T E S
Engineering • Planning ® Finance
Post Office Box 2259
Asheville, North Carolina 28802
NOVEMBER 2008
08.00362

so
L7
PURPOSE
This plan is to be implemented by staff of the Town of Andrews, North Carolina, in the
event of a sanitary sewer overflow or other wastewater spill from the wastewater collection
system.
GENERAL INFORMATION
Wastewater Collection System Permit Number
Wastewater Treatment Facility NPDES Permit Number
KEY PERSONNEL CONTACT INFORMATION
Key Personnel
TOWN OF ANDREWS
Dillard Dockery, Collection System Operator in Responsible Charge
Sammy Holloway, Collection System Backup Operator
Bill Green, Town Administrator
Town of Andrews Town Hall
1101 Main Street, Andrews, North Carolina
EMERGENCY
All Emergencies — Cherokee County Central Dispatch
Police — Town of Andrews Police Department
Fire — Andrews Volunteer Fire Department
Rescue — Cherokee County Rescue Squad
WQCS00103
NCO020800
Telephone
828-557-2758 Mobile
828-321-8613 Home
828-557-2756 Mobile
828-321-5111 Main 1
828-321-3113 Main 2
911
828-321-9814 Main
828-321-4200 Main
828-837-7310 Main
REGULATORY
North Carolina Division of Water Quality, Asheville Regional Office 828-296-4500 Main
2090 Highway US 70, Swannanoa, North Carolina 28778 828-299-7043 Fax
Roy Davis, Surface Water Protection Section 828-296-4659 Direct
Cherokee County Health Department, Andrews Office 828-321-4167 Main
CONTRACTORS
Construction — J&B Construction 828-361-1879 Mobile
Post Office Box 1249, Andrews, North Carolina 28901 828-321-4446 Main
John Beaver
Electrical — Midnight Electric 828-321-4279 Mobile
Post Office Box 1566, Andrews, North Carolina 28901
J. D. Queen
Parts and Supplies — HD Supply Waterworks 828-274-8282 Main
1129 Sweeten Creek Road, Asheville, North Carolina 28803 828-274-8296 Fax
Bill Sullivan
Engineering — McGill Associates, P.A., Asheville Office 828-252-0575 Main
55 Broad Street, Asheville, North Carolina 28801 828-252-2518 Fax
Mike Waresak, P.E.
Wastewater Collection System 2 October 2008
Spill Response Plan Town of Andrews, North Carolina

lil
L-7
INITIAL RESPONSE
1. The Operator in Responsible Charge, or the backup operator, will attempt to make a
preliminary assessment of the spill within 15 minutes after detecting the spill or receiving
the initial report of a spill.
Visit the spill site
• Detennine appropriate response
• Request assistance from key personnel as required
o Use town staff when possible
o Employ a local contractor as deemed necessary
2. Stop or minimize continued spillage.
3. Contain and clean up the spill where possible.
4. Determine the cause of the spill.
5. Assess the magnitude of the spill and the potential environmental impact.
6. Document the spill type, approximate volume, location, time of first detection or report
and name(s) of respondent(s).
POST SPILL RESPONSE AND REPORTING
1. Place a copy of the spill documentation in the town's files for future reference.
2. The Operator in Responsible Charge, or the designee, will notify a person at the North
Carolina Division of Water Quality (telephone [phone]) as soon as possible, but no
later than 24-hours after detecting the spill or receiving the initial report of a spill, IF:
• The spill reached surface waters or other "waters of the state", or
0 The spill exceeded one -thousand (1,000) gallons
3. Within 48 hours after a wastewater spill of 1,000 gallons or more to surface waters:
Issue a press release, specifying the details of the spill, to all print and electronic
news media that provide general coverage in the county where the spill occurred.
• Use the following required language:
NOTICE OF DISCHARGE OF UNTREATED SEWAGE
The City/Town had a discharge of untreated wastewater from our collection or treatment
system component ( e.g. pump station, treatment unit, sewer main), located at
street/highwayof approximately gallons. The discharge occurred on month, day, time
Wastewater Collection System
Spill Response Plan
October 2008
Town of Andrews, North Carolina

N %
for approximately _ hours. The untreated wastewater entered ( creek of the)
river (basin). The (list action taken) e.g.: pump was replaced blockage removed and pipe
routed to prevent further discharge. This notice was required by North Carolina General
Statutes Article 21 Chapter 143.215.0
Example:
NOTICE OF DISCHARGE OF UNTREATED SEWAGE
The Town of Greenwood Valley had a discharge of untreated sewage from our pump
station located at 1450 Main Street of approximately 30,000 gallons. The discharge was
first discovered on December 7, 1999 at 2:00 p.m. and lasted for approximately 5 hours.
The untreated wastewater entered Bear creek of the Neuse River basin. The pump motor
was replaced to prevent further discharge. This notice was required by North Carolina
General Statutes Article 21 Chapter 143.215.0
• Retain a copy of the press release and a list of the media to which it was
distributed for at least one (1) year after the discharge.
• Provide a copy of the press release and the list of media to which it was
distributed to any person upon request.
• Note that a copy of the North Carolina General Statutes 143-215.1C is presented
in the Appendix.
4. In the event of a spill of 15,000 gallons or more to surface waters:
• Perfonn the same actions as for a wastewater spill of 1,000 gallons or more to
surface waters.
• Submit to the North Carolina Division of Water Quality the proposed language of
a notice, using the language shown above, that will be published in a newspaper
that provides general coverage in the county where the spill occurred.
• Receive from the North Carolina Division of Water Quality approval of the
proposed notice language, a determination of the counties downstream of the
point of discharge that are significantly affected by the discharge, and a list of
newspapers in which to publish the notice.
• Publish the notice within 10 after receiving the response from the North Carolina
Division of Water Quality.
Submit a copy of the notice and all proofs of publication, within 30 days after the
notice is published, to the North Carolina Division of Water Quality.
Wastewater Collection System 4 October 2008
Spill Response Plan Town of Andrews, North Carolina

• Note that a copy of the North Carolina General Statutes 143-215.1C is presented
in the Appendix.
5. Take action to eliminate the cause(s) of the spill and prevent future spills.
SOURCE CONTROL AND CONTAINMENT PROCEDURES
Depending on the nature of the spill or overflow, the initial assessment should indicate
the priority of source control and/or containment.
1. When the spill source can be isolated through valves, plugs or other methods, the flow
should be discontinued immediately or reduced to the least possible volume.
2. If the pumps at a wastewater pump station are not operating, check the control panel for
the following;
• Verify the power supply is on.
• Verify if the circuit breaker tripped.
• If the circuit breaker is closed, check the thennal overload.
• If the thermal overload is OK, check the fuses (if you are trained to do so).
• Detennine if the pump straining.
• Detennine if the pump is clogged with debris.
• Detennine if the pump motor smells like it is bunting.
• Call an electrician for emergency service as required.
3. Containment methods will typically include:
• Sand or dirt dikes and dams. (Small streams, creeks)
• Holes or pits. (To prevent run off to surface waters)
4. If the spill event resulted from an area wide power outage you should contact the power
company and identify your site as critical. You must have account number for the pump
station location.
5. If the problem is mechanical in nature, retrieve parts from inventory and make repairs.
Re -order parts as they are used.
Wastewater Collection System 5 October 2008
Spill Response Plan Town of Andrews, North Carolina

L�]
•
RESPONSE FOR SPILLS ON MAJOR INTERCEPTOR RIGHT OF WAY
1. Restrict access to the spill site until response is complete.
2. In open areas lime, remove debris and lime site rotor -till if needed. Re -seed and mulch
with straw.
3. In areas where there is under growth and small trees, flush area with potable water until
no waste remains. Wait twelve to twenty four hours then lime the area. Be certain that
lime does not flush to receiving stream.
RESPONSE FOR SPILLS IN A CITEZEN'S YARD
L Restrict access to the spill site until response is complete.
2. Till entire area if possible. Apply lime and follow with seed and straw.
3. If waste/debris not visible apply lime and 2 inches of top soil and mix thoroughly. Apply
lime lightly, seed and mulch.
RESPONSE FOR SPILLS ON PAVED SURFACES
1.. Set up containment at or near the storm drainage system. Do not let the spill enter the
storm drain system.
2. Restrict access to the spill site until response is complete.
3. Spread lime on spillage and sand or other material to a depth of one inch. Let this
material absorb for one hour, then sweep up. Dispose of debris appropriately. If spill is
still evident repeat application.
4. After removing the contaminated material, wash down area with high pressure water and
bleach.
5. Pump clean up materials and wash water into sanitary sewer.
RESPONSE FOR SPILLS IN A CREEK OR STREAM
1. Restrict access to the spill site until response is complete.
2. Take conductivity readings of the creek upstream and downstream to determine were
temporary dam should be placed.
Wastewater Collection System 6 October 2008
Spill Response Plan Town of Andrews, North Carolina

3. The darn should be constructed near a manhole which is accessible to the jet rodder and
vacuum truck.
4. Dam should be placed below the spill as indicated by low conductivity reading.
5. Construct a dam sized to contain the flow of water plus any flush water added during
clean up.
6. Station two pumps at the spill site, one to use one for back-up.
7. Have a back hoe at the site for darn repairs as needed.
8. Wash down all rip rap in stream bed until no residue is evident.
9. Collect samples of stream water upstream and downstream of the spill location and
analyze them for fecal coliform.
10. Repeat sampling until normal, background counts 500 cts/100 MI.
11. If settled sludge evident sweep bottom until clean.
12. If creek or stream is recreational water notify the affected community and local officials
as soon as the problem is discovered.
Wastewater Collection System 7 October 2008
Spill Response Plan Town of Andrews, North Carolina

§ 143-215.1C. Report to wastewater system customers on system performance;
publication of notice of discharge of untreated wastewater and waste.
(a) Report to Wastewater System Customers. — The owner or operator of any
wastewater collection or treatment works, the operation of which is primarily to collect or
treat municipal or domestic wastewater and for which a permit is issued under this Part,
shall provide to the users or customers of the collection system or treatment works and to
the Department an annual report that summarizes the performance of the collection
system or treatment works and the extent to which the collection system or treatment
works has violated the permit or federal or State laws, regulations, or rules related to the
protection of water quality. The report shall be prepared on either a calendar or fiscal year
basis and shall be provided no later than 60 days after the end of the calendar or fiscal
year.
(b) Publication of Notice of Discharge of Untreated Wastewater. — The owner or
operator of any wastewater collection or treatment works, the operation of which is
primarily to collect or treat municipal or domestic wastewater and for which a permit is
issued under this Part shall:
(1) In the event of a discharge of 1,000 gallons or more of untreated
wastewater to the surface waters of the State, issue a press release to all
print and electronic news media that provide general coverage in the
county where the discharge occurred setting out the details of the
discharge. The owner or operator shall issue the press release within 48
hours after the owner or operator has determined that the discharge has
reached the surface waters of the State. The owner or operator shall
retain a copy of the press release and a list of the news media to which it
was distributed for at least one year after the discharge and shall provide
a copy of the press release and the list of the news media to which it was
distributed to any person upon request.
(2) In the event of a discharge of 15,000 gallons or more of untreated
wastewater to the surface waters of the State, publish a notice of the
discharge in a newspaper having general circulation in the county in
which the discharge occurs and in each county downstream from the
point of discharge that is significantly affected by the discharge. The
Secretary shall determine, at the Secretary's sole discretion, which
counties are significantly affected by the discharge and shall approve
the form and content of the notice and the newspapers in which the
notice is to be published. The notice shall be captioned "NOTICE OF
DISCHARGE OF UNTREATED SEWAGE". The owner or operator
shall publish the notice within 10 days after the Secretary has
determined the counties that are significantly affected by the discharge
and approved the form and content of the notice and the newspapers in
which the notice is to be published. The owner or operator shall file a
copy of the notice and proof of publication with the Department within
30 days after the notice is published. Publication of a notice of discharge
G.S. 143-215.1c Page 1

under this subdivision is in addition to the requirement to issue a press
release under subdivision (1) of this subsection.
(c) Publication of Notice of Discharge of Untreated Waste. — The owner or
operator of any wastewater collection or treatment works, other than a wastewater
collection or treatment works the operation of which is primarily to collect or treat
municipal or domestic wastewater, for which a permit is issued under this Part shall:
(1) In the event of a discharge of 1,000 gallons or more of untreated waste
to the surface waters of the State, issue a press release to all print and
electronic news media that provide general coverage in the county
where the discharge occurred setting out the details of the discharge.
The owner or operator shall issue the press release within 48 hours after
the owner or operator has determined that the discharge has reached the
surface waters of the State. The owner or operator shall retain a copy of
the press release and a list of the news media to which it was distributed
for at least one year after the discharge and shall provide a copy of the
press release and the list of the news media to which it was distributed
to any person upon request.
(2) In the event of a discharge of 15,000 gallons or more of untreated waste.
to the surface waters of the State, publish a notice of the discharge in a
newspaper having general circulation in the county in which the
discharge occurs and in each county downstream from the point of
discharge that is significantly affected by the discharge. The Secretary
shall determine, at the Secretary's sole discretion, which counties are
significantly affected by the discharge and shall approve the form and
content of the notice and the newspapers in which the notice is to be
published. The notice shall be captioned "NOTICE OF DISCHARGE
OF UNTREATED WASTE". The owner or operator shall publish the
notice within 10 days after the Secretary has determined the counties
that are significantly affected by the discharge and approved the form
and content of the notice and the newspapers in which the notice is to be
published. The owner or operator shall file a copy of the notice and
proof of publication with the Department within 30 days after the notice
is published. Publication of a notice of discharge under this subdivision
is in addition to the requirement to issue a press release under
subdivision (1) of this subsection. (1999-329, s. 8.1; 1999-456, s. 68.)
G.S. 143-215.1c Page 2

Q� NlArF9 Complete items 1,+2, and 3. Also complete ature
item 4 if Restricted Delivery 1s desired. X ❑ Agent
■ Print your name and address on the reverse ❑ Addressee
r i so that we can return the card to you. B. Received Printed N ') C. pateDwery
> —1 K Attach this card to the back of the mailpiece, `� 07
0 or on the front if space_ permits.
D. Is delivery address different from item 17 ❑ Y
1 1. Article Addressed to: If YES, enter delivery address below: ❑ No
September 2, 2008
i�
CERTIFIED MAIL /RETURN RECEI JOHNNY BROWN MAYOR
JohnnyBrown, Ma j TOWN OF ANDREWS
or y j PO BOX 1210 3. Service Type
Town of Andrews ❑ certified Mail ❑ Express Mail
P.O. Box 1210. _ ANDREWS .NC 28901 ❑ Registered " ❑ Return Receipt for Merchandise
Andrews, NC 28901 j ❑ Insured Mail ❑ C.O.D.
4. Restricted Delivery? (Extra Fee) ❑ Yes
SUBJECT: Renewal of System- 1 2. Article Number
Town of Andrews Col (Transfer from service labeq I 7003 1680 0001 0742 8434 1
Permit No. WQCS001, Ps Form 381.1, February 2004 Domestic Return Receipt 102595-02-M-1540
Dear Permittee:
This letter is a reminder that the subject permit, issued/amended December 31, 2003 expired on February 28, 2007 and to
date the permit renewal application has not been received. Per permit condition VI, 6 and 15A NCAC 21-1.0211, a renewal
application. should be received 180 days prior to expiration. Please respond within 60 days to avoid a compliance violation..
The application for the renewal is Form CSA 10105 and can be downloaded using the following steps:
1. Go to http://h2o.enr.state.nc.us/
2. Click on Collection Systems under the wastewater heading on the right '
3. Click on Applications from the navigation bar on the left
4. Click on Wastewater Collection System Application - New or Renewal (FORM CSA 10105)
As an informational item, this permit does not replace the sewer extension permits issued for construction of sewers. These
permits begin with WQ while operation and maintenance based permits begin with WQCS. Where permit applications such
as FTA 12/07_ver4, PSSA 03/08 or PSFMGSA 03/08 or any current sewer extension permit application requests a
downstream permit number, do NOT use your system -wide permit number. It is recommended that your record drawings
show the issued permit number so the correct number can easily be identified for future extensions.
This will be the only reminder provided as it is ultimately the Permittee's responsibility to track permits. If you have any
questions or difficulty in downloading the application form, please contact me at 919-807-6307.
Sincerely,
VA
Deborah Gore
Environmental. Engineer
Cc' Asheville Regional Office
SWP CFPermltNo WQCS00103
Ipne hCaroIina
�atura!!�
North Carolina Division of Water Quality 1617 Mail Service Center Raleigh, NC 27699-1617 Phone [phone] Customer Service
NC DWQ Internet: http://h2o.enr.state.nc.iis/ Location: 512 N. Salisbury St. Raleigh, NC 27604 Fax [phone]
PERCS Unit Internet: http://h2o.enr.state.nc.ugperes/
An Equal Opportunity/Affirmative Action Employer- 50% Recycled/l0% Post Consumer Paper

A74LA.
ENR
North Carolina Department of Environment and Natural Resources
Division of Water Quality --
Beverly Eaves Perdue Coleen H. Sullins �; ;— - - ---- - --, !;Dee Freeman
Governor Director ' '_ ; Secretary
- 6 2009
March 3 2009
I I _
i
f WAT ER Q1JAUTv SECTION
The Honorable Johnny Brown, Mayor
Town of Andrews
P.O. Box 1210 .
Andrews, NC 28901
SUBJECT: Notice of Violation
Failure to Submit Application for a System -Wide
Wastewater Collection System Permit
(WQCS00103)
Dear Mayor Brown:
Pursuant to General Statute 143-215.913 and I SANCAC2T.0400, the Division issued a system -wide collection system
permit to the Town of Andrews for the operation and maintenance of the collection system. WQCS0103 was issued on
December 3.1, 2003 with an expiration date of February 28, 2007. 15A NCAC 2T .0405 and permit condition VI, 6
requires the Permittee to request renewal of the permit at least six months prior to expiration. On September 2, 2008 a
reminder letter was sent by certified mail to the Town requesting submittal of the permit application within 60 days of
receipt. Records reflect the Town signed for this letter on September 9, 2008.
The Town has violated 15A NCAC 2T .0405 and permit condition VI, 6 by failing to submit a completed application
within 60 days of receipt.
It is imperative that the system -wide collection system permit application be completed and submitted to the
letterhead address within 10 days of receiving this letter to avoid future enforcement actions. A copy of the
application can be downloaded from our web site
http://h2o.enr.state.ne.us/peres/Collection%20 Systems/CollectionSystemApplications.html.
If you have any questions regarding this letter or the completion of the permit application, please contact me at 919-807-
6307 or via E-mail at [e-mail].
Sincerely,
Deborah Gore
Acting Supervisor PERCS Unit
Attachment: letter — Renewal of System -Wide Collection System Permit
Cc: gpRa,YisTA
,she valle�Re Monal�C�f�ce a�?vJ,att hm�ent
Central Files — WQCS00103, w/attachment
1617 Mail Service Center, Raleigh, North Carolina 27699-1617
Location: 512 N. Salisbury St Raleigh, North Carolina 27604 One
Phone: [phone] \ FAX: [phone] \ Customer Service:1-877-623-6748 NorthCarolina
Internet www.ncwaterquality.org N� //„
An Equal Opportunity\ Affirmative Action Employer Aa��t6 6dJ

F A]F9 Michael F. Easley, Governor
QG William G. Ross Jr., Secretary
10 y North Carolina Department of Environment and Natural Resources
co r
> =1
.� Coleen H. Sullins, Chairman
Water Pollution Control System Operators Certification Commission
October 30, 2003
The Honorable Jake Buchanan, Mayor
Town of Andrews
P.O. Box 1210
Andrews, NC 28901
Subject: Update of ORC and Backup ORC Designation Information
Permit No. WQCS00103
Andrews Wastewater Collection System
Cherokee County
Dear Mayor Buchanan:
Our records indicate that the subject collection system is classified as a Class 2 system. However, our
records do not show that a ORC or Backup ORC has been designated for this system.
In order to comply with this permit requirement, and to ensure we have current information on file, please
complete and return the attached designation form with the individuals who serve as ORC and Backup
ORC for this type and classification of system Please return this form by November 18, 2003.
Please note that the designation form must be signed by the designated ORC, the backup ORC, and the
system owner or representative. Failure to designate an appropriate ORC and Backup ORC is a violation
of the subject permit.
If you have any questions about updating the operator designation informa�ion for your facility, please
call me at 919-733-0026, extension 309.
Sincerely,
� MJ"-- Z�A '-
John Allan Baldwin
Technical Assistance and Certification
Enclosure
Cc: TAC Facility Files
ARO
OCT 3 0 2003
ASHEVILLE REGIONAL. uri
iVGDEM
Technical Assistance &Certification Unit Internet hftpl/h2o.enr.nc.state.us/tac
1618 Mail Service Center, Raleigh, NC 27699-1618 Telephone [phone] Fax [phone]
} DENR Customer Service Center Telephone [phone]
' An Equal Opportunity Action Employer 50% recycled/10% post consumer paper

Water Resources
ENVIRONMENTAL QUALITY
April 12, 2016
Mr. Ed Burchins, Town Administrator
Town of Andrews
PO Box 1210
Andrews, NC 28901-1210
Subject: Permit No. WQCS00103
Town of Andrews
Andrews Collection System
Cherokee County
Dear Mr. Burchins:
PAT MCCRORY
Govenror
DONALD R. VAN DER VAART
Secre(ary
S. JAY ZIMMERMAN
Divisicn of
APR 1 8 2016
Direclor
In accordance with your application received April 4, 2016, we. are forwarding herewith Permit No.
WQCS00103, dated April 12, 2016, to the Town of Andrews for the operation and maintenance of the subject
wastewater collection system. .
This permit shall be effective from April 1, 2016 until March 31, 2024 and shall be subject to the conditions
and limitations specified herein. It is your responsibility to thoroughly review this permit. Please pay particular
attention to the monitoring and reporting requirements in this permit and any special conditions.
Changes have been made to the boiler plate language of the permit. Most of the.changes are for clarification
purposes, however Condition 1(3) has been removed. The Department of Environmental Quality (DEQ)
believes that condition was included erroneously in previous permits. It was included based on proposed
rulemaking by EPA which was never promulgated and, in the continued absence of Federal regulations, DEQ
lacks authority to include such language in a permit. DEQ will continue to exercise enforcement discretion
when evaluating sanitary sewer overflows that may be considered to be beyond the reasonable control of the
Permittee. A highlighted copy of the permit identifying the changes. made is available at:
http://ncdenr.s3.amazonaws.com/s3fs-
public/Water%20Quality/Surface%2OWater%2OProtection/PERCS/WCS%20(Collection%2OSVstem)/Updated
20WQCS%20Template%2015.05.18%20(highlighted).pdf
For purposes of permitting, the collection system is considered to be any existing or newly installed system
extension up to the wastewater treatment facility property or point of connection with a separately owned
sewer system. The collection system is considered all gravity lines, pump stations, force mains, low pressure
sewer systems, STEP systems, vacuum systems, etc. and associated piping, valves and appurtenances that
help to collect, manage and transport wastewater to a wastewater treatment plant under the Permittee's
ownership or maintained and, operated by the Permittee through a perpetual legal agreement. Satellite
systems are systems tributaryto the Permittee's collection system but those collection systems are not owned
or maintained by the Permittee. The system description provided on Page 1 of this permit is meant to provide
a general idea about the size of the system and may not be all inclusive .of the collection system at the time of
permit issuance or afterward.
1617 Mail Service Center, Raleigh, North Carolina 27699-1617
Phone: [phone] Internet: www.ncwaterquality.org
An Equal Opportunity t Affirmative Action Employer— Made in part by recycled paper

Andrews Collection System
April 12, 2016
A discharge of wastewater to the environment from the Permittee's wastewater collection system prio
reaching the wastewater treatment facilities is it: to herein as a Sanitary Sewer Overflow (SSO). i ne
evaluation of enforcement options after an SSO will be determined considering all relevant information
available or requested of the Permittee. Compliance with all conditions of the permit as well as all statutes
and regulations pertaining to the wastewater collection system must be maintained or appropriate
enforcement actions maybe taken as noted in Condition VI(2).
A reportable SSO is an SSO greater than 1,000 gallons to the ground or an SSO of any amount that reaches
surface water (including through ditches, storm drains, etc.). Reporting requirements including the required
verbal report and written report to the appropriate regional office are referenced in Condition IV(2). Form
CS-SSO can be downloaded from the SSO Reporting area at:
http://ncdenr.s3.amazonaws.com/s3fs-
Public/Water%20Quality/Surface%2OWater%2OProtection/PERCS/WCS%20(SSO%2oDocuments)/CS-
SSO(2015).doc
A notice of deficiency (NOD), notice of violation (NOV), civil penalty, and/or a moratorium on the addition of
waste to the system maybe issued if adequate justification for an SSO is NOT submitted to the regional office.
In order to submit a claim for justification of an SSO, you must use Part If of form CS-SSO with additional
documentation as necessary. DWR'staff will review the justification claim and determine if enforceme t
action is appropriate. Please be advised that the information needed to justify a spill is very comprehe sive.
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 days following the receipt of this permit.
This request must be in the form of a written petition, conforming to Chapter 150B of the North Carolina
General Statutes, and filed with the Office of Administrative Hearings, 6714 Mail Service Center, Raleigh, NC
27699-6714. Unless such demands are made, this permit shall be final and binding.
If you have questions regarding compliance, contact the appropriate regional office. If you need additional
information concerning this permit, please contact Steve Lewis at [phone].
Sincerely,
for S. Jay Zimmerman, P.G.
Director, Division of Water Resources
by Deborah Gore, Supervisor
Pretreatment, Emergency Response, Collection System Unit (PERCS)
enclosure: Permit No. WQC500103
cc: Asheville Regional Office, Water Quality Regional Operations
Water Resources Central Files — WQCS00103
Maureen Kinney, NC Operators Certification Program (electronic)
PERCS Files (electronic)

STATE OF NORTH CAROLINA
ENVIRONMENTAL MANAGEMENT COMMISSION
DEPARTMENT OF ENVIRONMENTAL QUALITY
SYSTEM -WIDE COLLECTION SYSTEM 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
WQCS00103
FOR THE
operation and maintenance of a wastewater collection system consisting of, at the time of permit issuance,
approximately 15 miles of gravity sewer, approximately 5 miles of force main, 4 duplex pump stations, and
all associated piping, valves, and appurtenances required to make a complete and operational wastewater
collection system to serve the Town of Andrews and any deemed permitted satellite communities pursuant
to the application received April 4„2016, and in conformity with the documents referenced therein and
other supporting data subsequently filed and approved by the Department of Environmental Quality and
considered a part of this permit.
This permit shall be effective from April 1, 2016 until March 31, 2024, and shall be subject to the following
specified conditions and limitations:
Page 1 of 7

I. PERFORMANCE STANDARDS
1. The sewage and wastewater collected by this system shall be treated in the properly permittE
Wastewater Treatment Facility identified in the permit application and documented in the Division
database. [15A NCAC 02T .0108 (b)]
2. The wastewater collection system shall be effectively managed, maintained and operated at all times
to prevent discharge to land or surface waters, and to prevent any contravention of groundwater
standards or surface water standards. In the event that the wastewater collection system fails to
perform satisfactorily, including the creation of nuisance conditions, the Permittee shall take immediate
actions as per the Response Action Plan (Condition 'II(9)), as well as any actions that may be required by
the Division of Water Resources (Division), such as the construction of additional or replacement sewer
lines and/or equipment. [15A NCAC 02T .0108 (b)]
3. The Permittee shall establish by ordinance, inter -local agreement or contract its legal authority to
require new sewers be properly constructed; to ensure proper inspection and testing of sewer mains
and service laterals; to address flows from satellite systems and to take enforcement action as required
by Condition 1(4). [G.S. 143-215.913; G.S. 143-215.1(f)(1)]
4. The Permittee shall develop and implement an educational fats, oils and grease program that shall
include at least semiannual distribution of educational material targeted at both residential and non-
residential users. The Permittee shall also develop and implement an enforceable fats, oils and grease
program for non-residential users under which the Permittee can take enforcement against users who
have not properly installed, operated and maintained grease traps or grease interceptors as directed
or otherwise violated the terms of the enforcement program pertaining to fats, oils and grease.
[15A NCAC 02T .0108 (b)]
5. The Permittee shall adopt and implement a Capital Improvement Plan (CIP) to designate funding for
reinvestment into the wastewater collection system infrastructure. The CIP should address the short-
term -needs and long-term "master plan" concepts. The CIP should typically cover a three to five year
period and include a goal statement, description of the project area, description of the existing facilities,
known deficiencies (over a reasonable period) and forecasted future needs. Cost analysis is integral to
the CIP. [G.S. 143-215.913]
6. Overflow piping from manholes and pump stations, excluding piping to approved equalization
structures, known or discovered after permit issuance shall be immediately removed or permanently
capped. Plugged or valved emergency pumping connections are allowable for portable pumping or
rerouting without intentionally bypassing the wastewater treatment facility.
[15A NCAC 02T .0108 (b)]
7. The Permittee shall maintain a contingency plan for pump failure at each pump station. If one of the
pumps in a pump station containing multiple pumps fails, the process of repairing or replacing the pump
shall be initiated immediately and the new parts or pump shall be installed as soon as possible. The
permittee shall provide justification for delay in initiating the process for repair or replacement at the
Division's request. If the pump in a simplex pump station serving more than a single building or pump
stations not capable of pumping at a rate of 2.5 times the average daily flow rate with the largest pump
out of service fails, it shall be replaced immediately. [15A NCAC 02T .0305 (h) (1)]
Page 2 of 7

Each pump station shall be clearly and conspicuously posted with a pump station identifier and an
emergency contact telephone number at which an individual who can initiate or perform emergency
service for the wastewater collection system 24 hours per day, seven days per week can be contacted.
This emergency contact telephone number shall be coupled with instructions that the emergency
contact should be called if the visual alarm illuminates, if the audible alarm sounds, or if an emergency
is apparent. [15A NCAC 02T .0305 (h) (2)]
9. Pump station sites, equipment and components shall have restricted access.
[15A NCAC 02T .0305 (h) (4)]
10. Pump stations that do not employ an automatic polling feature (i.e. routine contact with. pump stations
from a central location to check operational status of the communication system) shall have both
audible and visual high water alarms. The alarms shall be weather-proof and placed in a clear and
conspicuous location. Permits issued for the construction of pump stations that included high water
alarms in the description must maintain the alarms even if simple telemetry (i.e. notification of an alarm
condition initiated by the pump station control feature) is installed.
[15A NCAC 02T .0305 (h) (1)]
11. For all newly constructed, modified and rehabilitated pump stations, all equipment and components
shall be sealed within a corrosion -resistant coating or encasement to the extent practicable and
equivalent to the minimum design criteria unless the permittee can demonstrate it is not practicable
oranother form of corrosion resistance is employed. [15A NCAC 02T .0108 (b)]
II. OPERATION AND MAINTENANCE REQUIREMENTS
1. Upon classification of the collection system by the Water Pollution Control System Operators
Certification Commission (WPCSOCC), the Permittee shall designate and employ a certified operator to
be in responsible charge (ORC) and one or more certified operator(s) to be back-up ORC(s) of the
facilities in accordance with 15A NCAC 8G .0201. The ORC shall visit the system within 24 hours of
knowledge of a bypass, spill, or overflow of wastewater from the system, unless visited by the Back -Up
ORC, and shall comply with all other conditions of 15A NCAC 8G .0204.
[15A NCAC 08G .0200 et.seq.]
2. The Permittee shall develop and adhere to a schedule .for reviewing all inspection, maintenance,
operational and complaint logs. If the review process results in the identification of any recurring
problem in the wastewater collection system that cannot be resolved in a short time period, the
Permittee shall establish a plan for addressing the problem(s). [15A NCAC 02T .0108 (b)]
3. The Permittee shall develop and adhere to a schedule for testing emergency and standby equipment.
[15A NCAC 02T .0108 (b)]
4. The Permittee shall develop and implement a routine pump station inspection and maintenance
program which shall include the following maintenance activities:
a. -Cleaning and removing debris from the pump station structure, outside perimeter, and wet
well;
b. Inspecting and exercising all valves;
c. Inspecting and lubricating pumps and other mechanical equipment; and
d. Verifying the proper operation of the alarms, telemetry system and auxiliary equipment.
[15A NCAC 02T .0108 (b)]
Page 3 of 7

5. For each pump station without pump reliability (i.e. simplex pump stations serving more than a sing
building or pump stations not capable of pumping at a rate of 2.5 times the average daily flow rate wi
the largest pump out of service), at least one fully operational spare pump capable of pumping pei
flow shall be maintained on hand. [15A NCAC 02T.0305 (h) (1) (A)]
The Permittee shall maintain on hand at least two percent of the number of pumps installed, but no
less than two pumps, that discharge to a pressure sewer and serve a single building, unless the
Permittee has the ability to purchase and install a replacement pump within 24 hours of first knowledge
of the simplex pump failure or within the storage capacity provided in a sewer line extension permit.
[15A NCAC 02T .0108 (b)]
7. Rights -of -way and/or easements shall be properly maintained to allow accessibility to the wastewater
collection system unless the Permittee can demonstrate the ability to gain temporary access in an
emergency situation where existing land -use conditions do not allow the establishment and
maintenance of permanent access. In this case, the Permittee shall continue to observe the lines
visually, utilize remote inspection methods (e.g. CCTV) and use the opportunity of drier conditions to
perform further inspections and necessary maintenance. [15A NCAC 02T .0108 (b)]
8. The Permittee shall assess cleaning needs, and develop and implement a program for appropriately
cleaning, whether by hydraulic or mechanical methods, the wastewater collection system. At least 10
percent of the gravity wastewater collection system, selected at the discretion of the ORC, shall be
cleaned each year. Preventative cleaning is not required for sewer lines less than five years old unless
inspection otherwise reveals the need for cleaning or cleaning is required by a sewer line extension
permit. [15A NCAC 02T .0108 (b)]
9. The Permittee shall "maintain a Response Action Plan that addresses the following minimum items:
a. Contact phone numbers for 24-hour response, including weekends and holidays;
b. Response time;
c. Equipment list.and spare parts inventory;
d. Access to cleaning equipment;
e. Access to construction crews, contractors and/or engineers;
f. Source(s) of emergency funds;
g. Site restoration and clean up materials; and
h. Post-SSO assessment.
[15A NCAC 02T .0108 (b)]
10. The Permittee, or their authorized representative, shall conduct an on -site evaluation for all SSOs as
soon as possible, but if feasible no more than two hours after first knowledge of the SSO. The Permittee
shall document in its 5-day report why it was unable to initially respond to any SSO location within two
hours. [15A NCAC 02T .0108 (b)]
11. In the event of an SSO or blockage within the wastewater collection system, the Permittee shall restore
the system operation, remove visible solids and paper, restore any ground area and restore the
surroundings. [15A NCAC 02T .0108 (b)]
III. RECORDS
Records shall be maintained to document compliance with Conditions I(4), II(2) - II(4), II(7) - II(8), IV(3)
and V(1) -V(4). Records shall be kept on file for a minimum of three years. [15A NCAC 02T .0108 (b)]
Page 4 of 7

The Permittee shall maintain adequate records pertaining to SSOs, and SSO or wastewater collection
system complaints for a minimum of three years. These records shall include, but are not limited to,
the following information:
a. Date of SSO or complaint;
b. Volume of wastewater released as a result of the SSO and/or nature of complaint;
C. Location of the SSO and/or complaint;
d. Estimated duration of the SSO;
e. Individual from the Division who was informed about the SSO and/or complaint, when
applicable;
f. Final destination of the SSO;
g. Corrective actions;
h. Known environmental/human health impacts resulting from the SSO; and
i. How the SSO was discovered.
[15A NCAC 02T .0108 (b)]
3: The Permittee shall maintain an up-to-date, accurate, comprehensive map of its wastewater collection
system that also notes the locations where other wastewater collection systems become tributary. If
a comprehensive map of the collection system has not been established, a rough sketch shall be drawn.
The Permittee shall map approximately 10 percent of its existing collection system each year for the
next ten years beginning at the original permit issuance date, or until complete, whichever is sooner.
The comprehensive map shall include, but is not limited to: pipe size, pipe material, pipe location, flow
direction, approximate pipe age, and each pump station identification, location and capacity. [15A
NCAC 02T .0108 (b)]
4. The Permittee shall maintain records of all of the modifications and extensions to the collection system
permitted .herein. The Permittee shall maintain a copy of the construction record drawings and
specifications for modifications/extensions to the wastewater collection system for the life of the
modification/extension. Information concerning the extension shall be incorporated into the map of
the wastewater collection system within one year of the completion of construction. The system
description contained within this permit shall be updated to include this modification/extension
information upon permit renewal. [15A NCAC 02T .0108 (b)]
IV. MONITORING AND REPORTING REQUIREMENTS
1. In the event of an SSO the Division may require monitoring that is necessary to ensure surface water
and groundwater protection and an acceptable sampling and reporting schedule shall be implemented.
[15A NCAC 02T .0108 (c)]
2. The Permittee shall verbally report to a Division of Water Resources staff member at the Asheville
Regional Office, at telephone number [phone] as soon as possible, but in no case more than 24
hours following first knowledge of the occurrence of the following circumstances within the collection
system which is under the Permittee's ownership or maintained and operated bythe Permittee through
a perpetual legal agreement:
a. Any SSO and/or spillover 1,000 gallons to the ground; or
b. Any SSO and/or spill, regardless of volume, that reaches surface water.
Voice mail messages or faxed information shall not be considered as the initial verbal report. SSOs (and
other types of spills) occurring outside normal business hours may also be reported to the Division of
Emergency Management at telephone number [phone] or [phone].
Page 5 of 7

Persons reporting any of the above occurrences shall file a spill report by completing Part I of Form C:
SSO (or the most current Division approved form), within five business days following first knowled€
of the occurrence. This report shall outline the actions taken or proposed to ensure that the problei
does not recur. [G.S. 143-215.1C(a1)]
3. The Permittee shall meetthe annual reporting and notification requirements provided in North Carolina
General Statute §143-215.1C.
V. INSPECTIONS
The Permittee or the Permittee's designee shall inspect the wastewater collection system regularly to
reduce the risk of malfunctions and deterioration, operator errors, and other issues that may cause or
lead to the release of wastes to the environment, threaten human health orcreate nuisance conditions.
The Permittee shall keep an inspection log or summary including, at a minimum, the date and time of
inspection, observations made, and any maintenance, repairs, or corrective actions taken by the
Permittee. [15A NCAC 02T .0108 (b)]
2. Pump stations that are not connected to a telemetry system (i.e., remote alarm system) shall be
inspected by the permittee or its representative every day (i.e., 365 days per year). Pump stations that
are connected to telemetry shall be inspected at least once per week. [15A NCAC 02T .0108 (b)]
A general observation by the permittee or its representative of the entire wastewater collection system
shall be conducted at least once per year. [15A NCAC 02T .0108 (b)]
4. Inspections of all high priority lines (i.e. aerial line, sub -waterway crossing, line contacting surface
waters, siphon, line positioned parallel to stream banks that are subject to eroding in such a manner
that may threaten the sewer line, or line designated as high -priority in a permit) shall be performed at
least once per every six-month period of time. A list of high -priority lines is presented as Attachment A
and is hereby incorporated into this permit condition. New high priority lines installed or identified
after permit issuance are incorporated by reference and subject to this permit condition until permit
renewal where they shall be referenced in writing in Attachment A. [15A NCAC 02T .0108 (b)]
VI. GENERAL CONDITIONS
1. This permit is not transferable. In the event that the Permittee desires to transfer ownership of the
wastewater collection system or there is a name change of the Permittee, a formal permit modification
request shall be submitted to the Division. The request shall be accompanied by documentation from
the parties involved, and other supporting materials as may be appropriate. Such request will be
considered on its merits and may or may not be approved. [15A NCAC 02T .0104; G.S. 143-215.1(d)(3)]
2. 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
through §143-215.6C, and a sewer moratorium may be established. [15A NCAC 02T .0104]
3. The issuance of this permit does not exempt the Permittee from complying with any and all statutes,
rules, regulations, or ordinances that may be imposed by other government agencies (i.e., local, state,
and federal) having jurisdiction. [G.S. 143-215.1(b)]
4. The issuance of this permit does not prohibit the Division from reopening and modifying the permit,
revoking and reissuing the permit or terminating the permit as allowed by the laws, rules, and
regulations or as needed to address changes in federal regulations with respect to the wastewater
collection system, in accordance with required procedures. [G.S. 143-215.1(b)(4)]
Page 6 of 7

The Permittee shall pay the annual fee within thirty (30) days after being billed by the Division. Failure
to pay the fee accordingly may cause the Division to initiate action to revoke this permit.
[15A NCAC 02T .0110 (4)]
The Permittee shall file an application for renewal of this permit at least six months prior to the
expiration of this permit. Upon receipt of the request, the Director will review the adequacy of the
wastewater collection system described therein, and if warranted, will extend the permit for a period
of time and under such conditions and limitations, as the Director may deem appropriate. [15A NCAC
02T .0109]
7. The Permittee shall notify the Division's Pretreatment, Emergency Response and Collection Systems
Unit in writing at 1617 Mail Service Center, Raleigh, North Carolina 27699 of any changes to the name
and/or address of the responsible party (i.e. mayor, city/town manager) of the wastewater collection
system. [15A NCAC 02T .0106 (c)]
8. Any duly authorized officer,. employee, or representative of the Division may, upon presentation of
credentials, enter and inspect any property, premises or place on or related to the collection system at
any reasonable time for the purpose of determining compliance With this permit, may inspect or copy
any records that must be maintained under the terms and conditions of this permit, and may obtain
samples of wastewater, groundwater, surface water, soil, or plant tissue.
[15A NCAC 02T .0110 (3)]
9. The Permittee or their authorized representative shall have available a copy of this permit to present
upon request by any duly authorized officer, employee, or representative of the Division.
[15A NCAC 02T .0104]
Permit issued this the 12th of April, 2016
NORTH CAROLINA ENVIRONMENTAL MANAGEMENT COMMISSION
for S. Jay Zimmerman, P.G.
Director, Division of Water Resources
By Authority of the Environmental Management Commission
by Deborah Gore, Pretreatment, Emergency Response, Collection System Unit Supervisor
Division of Water Resources, NCDEQ
Page 7 of 7

TOWN OF ANDREWS
PRIORMY LINE
1
White Property #1
Force
Under water
Valley River
2
White Property #2
Force
Under water
Valley River
3
Kent Street #1
Gravity
Under water
Bryson Branch
4
Kent Street 92
Gravity
Under water
Bryson Branch
5
Kent Street #3
Gravity
Under water
Bryson Branch
6
Broadway Villa #17
Gravity
Under water
Bryson Branch
7
Broadway Villa #11
Gravity
Under water
Bryson Branch
8
Fairview MHP
Gravity
Under water
Bryson Branch ,
9
Tucker Road #1
Gravity
Under water
Bryson Branch
10
Tucker Road #2
Gravity
Under water
Bryson Branch
11
Nichols Property
Gravity
Above water
Town Branch
12
Jones Property
Gravity
Above water
Town Branch
13
Third Street
Gravity
Under water
Town Branch
14
Business 19 #1
Gravity
Above water
Town Branch
15
Wilson Street
Gravity
Above water
Town Branch
1
16
Cover Road
Force
Aerial
Valley River
i
17
Robbinsville Road
Gravity
Under water
Valley River
18
Industrial Property
Gravity
Under water
Tatham Creek
19
Business 19 #2
Gravity
Under water
Tatham Creek
20
Davis Property
Gravity
Under water
Tatham Creek

22
23
24
Aquone Road
Gravity
Under water
Tatham Creek
Business 19 #3
Gravity
Under water
Junaluska Creek
Brown Property
Gravity
Under water
Junaluska Creek
US 19/74 West #1
Force
Under water
Valley River
US 19/74 West #2
Force
Under water
Sams Branch
Lattitude - N35.16338
Longitude-
W083.93862

TOWN OF ANDREWS
PUMP STATION LIST
NUMBER NAME
1 HUDDLE HOUSE PUMP STATION
.2 MIDDLE SCHOOL PUMP STATION
3 TEAMS PUMP STATION
4 101 PUMP STATION
5 VALLEY RIVER PUMP STATION
t

North Carolina Department of Environmental Quality. _
Pat McCrory Donald R. van der Vaart
Governor _ Secretary
April 7, 2016
MEMORANDUM
TO: Linda Wiggs, Asheville Regional Office
Tim Heim, ARO
FROM: Steve Lewis, PERCS Unit
Subject: Andrews Renewal Application Package
Permit Number: WQCS00103
The subject collection system permit renewal was received by the central office on April 4, 2016.
A copy of the collection system application package is attached for your records and comments. If
possible, please relay any questions, comments or additional information requests you have to the
permit application reviewer, Steve Lewis [919-807-6308 or Steve.Lewisgncdenr.gov].
Enclosures: application package
Cc: PERCS file (electronic)
1617 Mail Service Center, Raleigh, North Carolina 27699-1617
Location: 512 N. Salisbury St. Raleigh, North Carolina 27604
Phone: [phone] FAX: [phone]
Internet: www.ncwaterguality.org
An Equal Opportunity 1 Affirmalive Action Employer
Division of Water Resources
APR 12 2016
Water Otlalitv, Regional Operations
Ash;LJiiivS t�niG l�l
-- - Otrice

t'OWX OF ANDREWS
Office of the Z"own .Administrator
11o1 Main Street, PO Box 1210
.Andrews, North CaroCina 289o1
TeG 828 321-5111 ,fax: [phone]
March 31, 2016
NC DEQ-DWR
Attn: PERCS Unit Supervisor
1617 Mail Service Center
Raleigh NC 27699-1636
RECEIVEDUDENWR
APR 0 4 2016
Water Quality
Permitting Section
I am happy to submit an application for a System -Wide Wastewater
Collection System permit. We have attached the following items for
your review and to answer any questions you may have.
They are as follows:
• The Application
• Ownership Documentation
• Delegation Letter
• Pump Station list
• High Priority list
• Annual budget for the Collection System
• Capital Improvements Plan
• Response Action Plan
• Contingency Plan
• Response Action Plan Comprehensive Collection system Map
• List of any compliance issues
Thank you reviewing this application. If you have any questions
please contact me at 828.296.2502.
Sincerely,
Edward F Burchins
Town Administrator
Andrews, NC
Direct: 828-629-2502
[e-mail]

E. Summary of Attachments Required:
❑ Instruction A: Cover Letter
❑ Instruction C: Application
❑ Instruction C: Ownership Documentation (i.e. CPCN) (If necessary)
❑ Instruction D: Delegation Letter (If necessary for signing official)
❑
Section IV.3
Pump Station List
❑
Section IVA
High Priority Lines List
❑
Section VA
Annual Budget for Collection System (Updated and Approved)
❑
Section V.6
Capital Improvement Plan (Updated and Approved)
❑
Section VI.2
Response Action Plan
❑
Section VIA
Contingency Plan
❑ Section VI.6 Comprehensive Collection System Map
❑ Section VH Note Any Potential Compliance Issues
THE COMPLETED APPLICATION PACKAGE INCLDING ALL SUPPORTING INFORMATION AND
MATERIALS, SHOULD BE SENT TO:
NORTH CAROLINA DEPARTMENT OF ENVIRONMENT AND NATURAL RESOURCES
DIVISION OF WATER RESOURCES
PERCS UNIT
By U.S. Postal Service:
Attn: PERCS Unit Supervisor
1617 MAIL SERVICE CENTER
RALEIGH, NORTH CAROLINA 27699-1636
TELEPHONE NUMBER: [phone]
By Courier/Special Delivery:
512 N. SALISBURY ST. Suite 925
RALEIGH, NORTH CAROLINA 27604
FAX NUMBER: [phone]
INSTRUCTIONS FOR APPLICATION CSA 08-13 & SUPPORTING DOCUMENTATION Page 2 of 5

I. APPLICANT INFORMATION:
1. Applicant's name (Municipality, Public Utility, etc): Town of Andrews
2. Facility Information: Name: Andrews Collection System Permit No.: WQCS00103
3. Applicant type: ® Municipal ❑ State ❑ Privately -Owned Public Utility
❑ County ❑ Other:
4. Signature authority's name: Ed Burchins per 15A NCAC 02T .0106(b)
Title: Town Administrator
5. Applicant's mailing address: P.O. Box 1210
City: Andrews State: NC Zip: 28901-1210
6. Applicant's contact information:
Phone number: 828) 321-3113 Fax number: 828) 321-4159 Email address: townadministrator(a�andrewsnc.com
II. CONTACT/CONSULTANT INFORMATION:
1. Contact Name: Ed Burchins DECEIVED/NCDENWR
2. Title/Affiliation: Town Administrator APR 0 4 2016
3. Contact's mailing address: P.O. Box1210
4. City: Andrews State: NC Zip: 28910-1210 Water Quality
Permitting Section
5. Contact's information:
Phone number: 828) 321-3113 Fax number: 828) 321-4159 Email address: townadministrator(a�andrewsnc.com
III. GENERAL REQUIREMENTS:
1. New Permit or Premit Renewal? ❑ New ® Renewal
2. County System is located in: Chreokee County
3. Owner & Name of Wastewater Treatment Facility(ies) receiving wastewater from this collection system:
Owner(s) & Name(s): Town of Andrews
4. WWTF Permit Number(s): NCO020800
5. What is the wastewater type? % Domestic or % Industrial (See 15A NCAC 02T .0103(20))
Is there a Pretreatment Program in effect? ® Yes or ❑ No
6. Wastewater flow:.711 MGD (Current average flow of wastewater generated by collection system)
7. Combined permitted flow of all treatment plants: 1_5 MGD
8. Explain how the wastewater flow was determined: ® 15A NCAC 02T .0114 or ❑ Representative Data
9. Population served by the collection system: 1758
IV. COLLECTION SYSTEM INFORMATION:
1. Line Lengths for Collection System:
Sewer Line Description
Length
Gravity Sewer
15 (miles)
Force Main
5 (miles)
Vacuum Sewer
0 (miles)
Pressure Sewer
0 (miles)
APPLICATION CSA 08-13 Page 3 of 5

2. Pump Stations for Collection System:
Pump Station Type
Number
Simplex Pump Stations (Serving Single Building)
0
Simplex Pump Stations (Serving Multiple Buildings)
0
Duplex Pump Stations
4
3. Submit a list of all major (i.e. not simplex pump station serving a single family home) pump stations. Include the following
information:
➢ Pump Station Name
➢ Physical Location
➢ Alarm Type (i.e. audible, visual, telemetry, SCADA)
➢ Pump Reliability
➢ Reliability Source (permanent/portable generator, portable pumps)
➢ Capacity of Station
4. Submit a list of all high priority lines according per 15A NCAC 02T .0402 (2) known to exist in the collection system. Head
the list with "Attachment A for Condition V(4)" and include the system name.
➢ Use the same line identification regularly used by the applicant
➢ Indicate type of high priority line (i.e. aerial), material and general location
V. COLLECTION SYSTEM ADMINISTRATION:
1. Provide a brief description of the organizational structure that is responsible for management, operation and maintenance of
the collection system.
2. Indicate the current designated collection system operators for the collection system per 15A NCAC 08G.0201
Main ORC Name: JB Buchanan
Certification Number: 998475
Back -Up ORC Name: Sammy R. Holloway
Certification Number: 986655
A current listing of the ORC(s) the Division has on file for WQCS permit holders can be obtained at:
http://l)ortal.ncdenr.org/web/wq/smM/ps/cs/qpps
Click on "WQCS Contacts and Reports" and type in the WQCS Permit Number to obtain the report
3. Approximate annual budget for collection system only: $ 288,302.00
4. Submit a copy of your current annual budget.
5. Approximate capital improvement budge for the collection system only: $ 210,000.00
6. Submit a copy of your current capital improvement plan.
7. Is this collection system currently a satellite system ❑ Yes or ® No
8. Do any satellite systems discharge to this collection system ❑ Yes or ® No (If yes complete table below)
Satellite System Contact Information (Name, Address, Phone Number)
Complete for Satellite Systems that have a flow or capacity greater than 200,000 GPD (Average daily flow)
9. List any agreements or ordinances currently in place to address flows from satellite systems:
n/a
APPLICATION CSA 08-13 Page 4 of 5

The Town of Andrews operates under a Mayor -Board of Alderman
Form of Government. The Mayor and Board of Alderman appoint a
professional Town Administrator to develop the Town budgets, manage
all employees and to run the day to day operations of the Town.
The Town Administrator is responsible for developing the Town annual
budget which is submitted to the Mayor and Board for Approval. Each
year the Mayor and Board allocate funds to ensure that the Towns
Wastewater Collection system can be well managed and properly
maintained
Mr. Jake Buchanan serves as our Public Works and Utilities Director and
ORC for the system. Mr. Sammy Holloway serves as our secondary ORC
and also responsible for the system if Jake Buchanan was out of Town
etc.
0

VI.
VII.
COLLECTION SYSTEM COMPLIANCE:
1. Is a Response Action Plan currently in place ® Yes or ❑ No
2. If Yes, submit a copy of the Response Action Plan or see table 6 below.
3. Is a pump station contingency plan currently in place? ® Yes or ❑ No
4. If Yes, submit a copy of the pump station contingency plan or see table 6 below.
5. Is a comprehensive collection system map currently in place? ❑ Yes or ® No
6. Submit a submit a copy of the collection system map (CD or hardcopy) or indicate a schedule for completion
7. Thoroughly read and review the System -Wide Collection System Permit Conditions. Typically compliance sehedules
,only offered to NEW permit, applicants and NOT permit„renewals. Any compliance dates must be included within
the permit prior to issuance or the permit holder will be found in violation upon inspection.
Permit Condition
Current
Compliance?
If no, Indicate a
Compliance
Date
Typical
Compliance
Schedule
I(4) — Grease ordinance with legal authority to inspect/enforce
® Yes ❑ No
12 — 18 mo.
I(5) — Grease inspection and enforcement program
® Yes ❑ No
12 — 18 mo.
I(6) — Three to five year current Capital Improvement Plan.
® Yes ❑ No
12 — 18 mo.
I(8) — Pump station contingency plan
® Yes ❑ No
3 mo.
I(9) — Pump station identification signs.
® Yes ❑ No
3 mo.
I(11) — Functional and conspicuous audible and visual alarms.
® Yes ❑ No
3 — 6 mo.
II(5) — Spare pumps for any station where one pump cannot
handle peak flows alone (in a duplex station, the 2nd pump is
the spare if pump reliability is met).
® Yes ❑ No
6 — 9 mo.
II(7) — Accessible right-of-ways and easements.
® Yes ❑ No
6 — 12 mo.
II(9) — Response action plan with Items 9 (a — h).
® Yes ❑ No
3 mo.
III(3) — Comprehensive collection system map
❑ Yes ® No
9-1-2016
10% per year
For conditions not listed, compliance dates are not typically offered. List any permit conditions that may be difficult for the
applicant to meet (attach clarification if needed):
APPLICANT'S CERTIFICATION per 15A NCAC 02T .0106(b):
I, Ed Burchins
(Signature Authority's Name & Title from Item I.4)
attest that this application for Town of Andrews
(Facility name from Item I.1)
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 Gener tatutes 143-215.6A and 143-215.6B, any person who knowingly makes any false statement,
representation, or certification i y application shall be guilty of a Class 2 misdemeanor which may include a fine not to exceed
$10,000 as well as civil pe up to $25,000 per violation.
Signature: Date: `�7
APPLICATION CSA 08-13 Page 5 of 5

NUMBER
1
2
3
4
5
TOWN OF ANDREWS
PUMP STATION LIST
NAME
HUDDLE HOUSE PUMP STATION
MIDDLE SCHOOL PUMP STATION
TEAMS PUMP STATION
101 PUMP STATION
VALLEY RIVER PUMP STATION
RECEIVEDINCDEOODWR
APR 0 4 2016
Water Quality
Permitting Section

IPV
TOWN OF ANDREWS
PRIORMY LINE
1
White Property #1
Force
2
White Property #2
Force
3
Kent Street #1
Gravity
4
Kent Street #2
Gravity
5
Kent Street #3
Gravity
6
Broadway Villa #17
Gravity
7
Broadway Villa #11
Gravity
8
Fairview MHP
Gravity
9
Tucker Road #1
Gravity
10
Tucker Road #2
Gravity
11
Nichols Property
Gravity
12
Jones Property
Gravity
13
Third Street
Gravity
14
Business 19 #1
Gravity
15
Wilson Street
Gravity
16
Cover Road
Force
17
Robbinsville Road
Gravity
18
Industrial Property
Gravity
19
Business 19 #2
Gravity
20
Davis Property
Gravity
Under water
Under water
Under water
Under water
Under water
Under water
Under water
Under water
Under water
Under water
Above water
Above water
Under water
Above water
Above water
Aerial
Under water
Under water
Under water
Under water
Valley River
Valley River
Bryson Branch
Bryson Branch
Bryson Branch
Bryson Branch
Bryson Branch
Bryson Branch
Bryson Branch
Bryson Branch
Town Branch
Town Branch
Town Branch
Town Branch
Town Branch
Valley River
Valley River
Tatham Creek
Tatham Creek
Tatham Creek

21
21
22
23
24
Aquone Road
Business 19 #3
Brown Property
US 19/74 West #1
US 19/74 West #2
Lattitude - N35.16338
Gravity
Under water
Tatham Creek
Gravity
Under water
Junaluska Creek
Gravity
Under water
Junaluska Creek
Force
Under water
Valley River
Force
Under water
Sams Branch
Longitude
- W083.93862

Departmental Budget vs Actual
Period Ending 7M/2U15
'
'
De §pripiion.
Bud
Encumbrance
)7D
Variance Percent
3O-43O-O2OOSALARIES -VV/SO|ST&
O
(lUO
2.50000
2.500.00
2,500.00
161.820.00
296
COLLECT|ONDEPT
7.
187.73
30-430-0301 RETIREMENT MATCH 'VV/G
10.960
0.00
176.78
170.76
176.78
10.783.24
2%
O|ST&COLLECTION OEPT
30-430-0600Z|NA&T|VE-OFF|CE
0
0.00
0.00
0.00
0.00
0.00
SUPPLIES -VV/SO& COEPT
30-430-1100K8A|NT/REPA|R8-EQ/TLG
10.370
8.00
0.00
0.00
0.06
10.370.00
«1500 -VV/SD|ST&COLL
3O-43O-14OOTR/YJELEXPENSE -VV/S
500
0.00
0.00
0.00
0.00
500.00
O|ST&COLLECTION OEPT
LE
30-430-1000 K8A|NT/REPA|RG -VV/�'ER
20.000
_____________
0.00 0.00 O.0O 0.00
20.000.00
LINES- W/SD|GT&COLLOEPT
LINES Dist & C
3O-43O-18OOGAS & OIL -VV/8 D|ST&
8.500
0.00 0.00 0.00 0.00
6.500.00
COLLECT|ONOEPT
8T & COLLECTION
-------------------------

Departmental Budget vs Actual
r
3/23/2016 3:44:12 PM
Page 2 Of 2
Period Ending 7/1/2015
DISTRIBUTION/COLLECTION,`
DEPT
I Expenditures
t" v "a ry,_ „-_
Budgef
Encumbrance
-#MTD=
QTD
YTD, Variance Percent -,
FDescrip_tion
30-430-2200 MAPPING - W/S DIST & COLL
1,500
0.00
0.00
0.00
0.00 1,500.00
DEPT
30=430 2300 UNIFORMS:- W/S`DISTx&Ty 2,40;00 00 000 0 00
0 00 s,t` 2,40000
COLLECTION
30-430-8000 BONUS - W/S DIST &
0
0.00
0.00�
0.00
0.00 0.00
COLLECTION DEPT
30-430 8700 WORKERS :COMPS W%S DIST 00 00 . 000
m 0 00 Ox00 0 00
&COLLECTION DEPT
e
30-430-8800 ZINACTIVE - STATE RETIRE -
0
0.00
0.00
0.00
0.00� 0.00
W/S DIST& COLL DEPT
30-430 8900 HLTH & DNTL INS' BLU'" :42,750 t' 0 00 0.00 0:00
0 00 42;75000 '
CROS 11V%S DIST & COLL DEPT
4
30-430-9000 CONTINGENCIES - W/S DIST
100
0.00
0.00
0.00
0.00 100.00
& COLLECTION DEPT
30-430 9100 NEVIL CONSTRUCTION LINE
0
:, 0 00 =};
O'.00M
0 00 0.(
I W/S DIST &COLLECTION DP:
_
30-430-9300 AUTOMATED METER
311,000
0.00
0.00
0.00
0.00 311,000.00
READING PROJECT
x n.
1 30=430-9500 CAPITAL, EXPEND; VALL
-
266;00.0
0 00
0 00 0.0:0
_ X. 0 00 266,000;00
RUR.PUMP'STATION
.`,.
i
;Total Expenditures`for Qepartment
890;470
0 00, : 2,864 49
2.864 49
2',864.49 887.6b6 51 �,' '0% f

Town of Andrews Fy 2014-2017
Capital Improvement Program
Department
Project #
Project Title
Proj yr
Project Cost
Funding
Department
Project
Design
Construct
Sources
WWTP
30-01
WWTP Upgrade
15/16
$100,000
ARC and SRF
WWTP
30-02
WWTP CONSTUCTION
16/17
$1,300,000
WWTP
30-03
Phase 2 Design
17/18
$323,000
WWTP
30-04
Phase 2 constuction
18/19
$4,623,000
WWTP
30-04
Phase 3 Design
19/20
$200,000
WWTP
Phase 3 Constuction
20/21
WTP
30-05
Replace Chemical storage Tanks
15/16,
$80,000
Installment purch
WTP
30-06
Upgrade Road to WTP
15/16
$40,000
Reserve Funds
WTP
30-07
Upgrade Clearwell
15/16
$100,000
Installment purch
Water Distrbution
30-08
Leatherwood Tank
16/17
$750,000
FHA, SRF
WW Collection
Generator (Lazy Bear Sub.)
16/17
$25,000
Reserve Funds
WW Collection
Payne street sewer line upgrade
16/18
$2,000,000
CDBG
Streets/Drainage
1st and Locust st.
15/16
$82,000
NCDOT/ Powell bill
Streets
1-Oct
Aquone Road
16/17
$150,000
Powell Bill Funds

WTP
WTP1-16
Bulk Chemical Storage Tanks Replaced
2016
$120,000
PR 01905
WTP 2-15
Clean/Inspect Clearwell
2015
$8,500
PR 61904
WTP
WTP3-15
Paint Clearwell
2015
$32,000
PR 01906
WTP
WTP4-15
Repair and Paint Storage Tanks
2015
$100,000
Loan
WTP
WTP5-15
Pave Road to Plant
2016
$30,000
WTP
WTP2-16
WTP Fenced and new Gate
2016
$50,000
Town W/S
WTP
WTP6-15
Roof & Doors Backwash Blg
2016
$35,000
Town W/S
Collections System
CS2-14
Repair Emergency Generator 101
2014
$10,000
Town W/S
Collections System
CS1-14
Adams Street Line
2014
100%
$750,000
CBG
rebid opening 24 Jul
Complete Mar 15
Collections System
CS3-14
Lift Station At Marble RV Site
2015
$185,000
GL $128k
$68k town
GL Meeting 10 Oct
Collections System
CS 1-15
Payne Street
2015
$2.5m
CBG
Collections System
CS 1-16
Sunland Sewer
2016
$2.mil
CBG Joint County
Collections System
CS 2-16
Snowbird Outfitters- Pisgah
2016
Private/joint County
Distribution System
DS1-15
Clean/coat Water Storage Tanks
2015
$25,000
Town W/S
Distribution System
DS1-14
Connect Beaver Creek Customers 1
2014
$30,000
Town W/S

ion System
r
DS1-16
Loop Fairview to Town
2016
$500,000
Joint County Proj
ion System
DS2-16
Complete Stewart Road
2016
$250,000
Joint County Proj
Distribution System
DS3-16
Loop Patton to Long Town
2016
$200,000
Joint County Proj
Distribution System
DS 4-16
Airport/Team Loop
2016
$100,000
Joint County Proj
Distribution System
DS2-IS
Auto Meter Readers
2015
$200,000
Town W/S
Sidewalks
SW1-14
Locust St to Rest Area
2014
$90,000
DOT
Sidewalks
SW2-14
Design Wilson Street
2014
$9,000
Powell Bill
Sidewalks
SW1-15
Wilson St to PO/xing
2015
$15,000
Powell Bill
Sidewalks
SW1-16
Middle School
2016
$550,000
DOT
Sidewalks
SW2-14
Kent St
2014
$175,000
DOT
Sidewalks
SW3-14
Design Main Street Imp
2014
$40,000
Powell Bill
Sidewalks
SW2-14
Repair Main St
2015
$250,000
Powell Bill
Sidewalks
SW2-15
2015
$50,000
Special DOT
Streets
ST 1-16
Round -About at Whitaker Lane
2016
$200,000
DOT
Streets
ST2-16
Junaluska/US 19
2016
$250,000
DOT
Streets
ST 1-14
Sign Posts
2014
$15,000
GF or Powell BILL
Streets
Bristol Ave
2014
DOT
Streetlights
SL 1-14
Replace Main St
2014
$50,000
GF
Streetlights
SL1-15
Area Lighting
2015
$200,000
GF

res
BD 1-15
AE Services for Town Hall
2015
$25,000
GF.
ructures
BD 1-16
Rehab Town Hall
2016
$500,000
Grant
Structures
BD2-15
PNC Bldg
2015
$400,000
Loan, GF
Storm Drainage Syste
SD 1-14
RR at Hall Park
2014
$10,000
DOT
Storm Drainage Systerr
SD 1-16
City Study
2016
$600,000
Grant
Storm Drainage Syste
SD 1-19
City -Wide
2020
$2mil
Grant
Storm Drainage Syste
SD 2-14
Raise Grates
2014
$20,000
Town W/S
Storm Drainage Syste
SD 3-14
Collection Drain, Alley
2015
$30,000
Town W/S
Recreation
REC 1-16
Develop Soccer Complex
2016
$200,000
grant
Recreation
REC 1-14
Repair Pool
2014
$200,000
Town GF
Recreation
REC 2-14
Ferebee Park IMP
2014
$40,000
Town GF
Recreation
REC 3-14
Freedom Park
2014
$10,000
Town GF
Property Acquisitions
Watershed Protection
$200,000
grant
Property Acquisitions
Future Watershed
$200,000
grant
Property Acquisitions
Soccer Complex
$150,000
grant
Property Acquisitions
Parking Lots
Property Acquisitions
Pocket Parks
Landscaping
LOCUST STREET
2014
DOT
Landscaping
Heritage Park Entrance
2014
Joint County Proj

ralljects
Town Hall Move In
15-Mar
Way Finding Signs
Main Street Decorative Lighting
Ferebee Park Concept
Main St Sidewalks
Town and Parks Lighting, stlts
Locust St Entrance
Heritage Park Entrance
Sign post sleeves
Parking lot on First St
Suspension Bridge to Rest Area
Trail Easement from Park to Park
Alley between !stand Main
Drop Inlets main St
DOT
Tree Stumps at sidewalks

Ir
WASTEWATER COLLECTION SYSTEM
SPILL RESPONSE PLAN
TOWN OF ANDREWS
CHEROKEE COUNTY, NORTH CAROLINA
McGill
A S S O C I A T E S
Engineering • Planning o Finance
Post Office Box 2259
Asheville, North Carolina 28802
NOVEMBER 2008
08.00362

IF
PURPOSE
This plan is to be implemented by staff of the Town of Andrews, North Carolina, in the
event of a sanitary sewer overflow or other wastewater spill from the wastewater collection
system.
GENERAL INFORMATION
Wastewater Collection System Permit Number WQCS00103
Wastewater Treatment Facility NPDES Permit Number NCO020800
KEY PERSONNEL CONTACT INFORMATION
Key Personnel Telephone
TOWN OF ANDREWS
Jake Buchanan, Collection System Operator in Responsible Charge 828-557-9227 Mobile
Sammy Holloway, Collection System Backup Operator 828-321-8613 Home
Town of Andrews Town Hall 828-321-5111 Main 1
3 Wilson Street, Andrews, North Carolina 828-321-3113 Main 2
Akvil4:Zh4►CW1
All Emergencies —Cherokee County Central Dispatch 911
Police —Town of Andrews Police Department 828-321-9814 Business
Fire —Andrews Volunteer Fire Department 828-321-4200 Business
Rescue —Andrews Rescue Squad 828-321-3707 Business
REGULATORY
North Carolina Division of Water Quality, Asheville Regional Office 828-296-4500 Main
2090 Highway US 70, Swannanoa, North Carolina 28778 828-299-7043 Fax
24 Hour Emergency Contact Number 800-858-0368 Emg #
Cherokee County Health Department, Andrews Office 828-321-4167 Main
CONTRACTORS
Construction—J&B Construction
828-361-1879
Mobile
Post Office Box 1249, Andrews, North Carolina 28901
828-321-4446
Main
John Beaver
Electrical —Midnight Electric
828-321-4279
Mobile
Post Office Box 1566, Andrews, North Carolina 28901
J.D. Queen
Parts and Supplies —HD Supply Waterworks
828-274-8282
Main
1129 Sweeten Creek Road, Asheville, North Carolina 28803
828-274-8296
Fax
Bill Sullivan
828-231-3831
Mobile
Engineering —McGill Associates, P.A., Asheville Office
828-252-0575
Main
55 Broad Street, Asheville, North Carolina 28801
828-252-2518
Fax
Mike Waresak, P.E.
Wastewater Collection System
Spill Response Plan
2 October 2008
Town of Andrews, North Carolina

FIF
INITIAL RESPONSE
1. The Operator in Responsible Charge, or the backup operator, will attempt to make a
preliminary assessment of the spill within 15 minutes after detecting the spill or receiving
the initial report of a spill.
• Visit the spill site
• Determine appropriate response
• Request assistance from key personnel as required
o Use town staff when possible
o Employ a local contractor as deemed necessary
2. Stop or minimize continued spillage.
3. Contain and clean up the spill where possible.
4. Determine the cause of the spill.
5. Assess the magnitude of the spill and the potential environmental impact.
6. Document the spill type, approximate volume, location, time of first detection or report
and name(s) of respondent(s).
POST SPILL RESPONSE AND REPORTING
1. Place a copy of the spill documentation in the town's files for future reference.
2. The Operator in Responsible Charge, or the designee, will notify a person at the North
Carolina Division of Water Quality (telephone [phone]) as soon as possible, but no
later than 24-hours after detecting the spill or receiving the initial report of a spill, IF:
• The spill reached surface waters or other "waters of the state", or
• The spill exceeded one -thousand (1,000) gallons
3. Within 48 hours after a wastewater spill of 1,000 gallons or more to surface waters:
Issue a press release, specifying the details of the spill, to all print and electronic
news media that provide general coverage in the county where the spill occurred.
0 Use the following required language:
NOTICE OF DISCHARGE OF UNTREATED SEWAGE
The City/Town had a discharge of untreated wastewater from our collection or treatment
system component ( e.g. pump station, treatment unit, sewer main). located at
street/hiQhway_of approximately gallons. The discharge occurred on month, day, time
Wastewater Collection System 3 October 2008
Spill Response Plan Town of Andrews, North Carolina

PF
for approximately _ hours. The untreated wastewater entered ( creek of the)
river (basin). The (list action taken) e.g.: pump was replaced, blockage removed and pipe
routed to prevent further discharge. This notice was required by North Carolina General
Statutes Article 21 Chapter 143.215.0
Example:
NOTICE OF DISCHARGE OF UNTREATED SEWAGE
The Town of Greenwood Valley had a discharge of untreated sewage from our pump
station located at 1450 Main Street of approximately 30,000 gallons. The discharge was
first discovered on December 7, 1999 at 2:00 p.m. and lasted for approximately 5 hours.
The untreated wastewater entered Bear creek of the Neuse River basin. The pump motor
was replaced to prevent further discharge. This notice was required by North Carolina
General Statutes Article 21 Chapter 143.215.0
• Retain a copy of the press release and a list of the media to which it was
distributed for at least one (1) year after the discharge.
• Provide a copy of the press release and the list of media to which it was
distributed to any person upon request.
• Note that a copy of the North Carolina General Statutes 143-215.1C is presented
in the Appendix.
4. In the event of a spill of 15,000 gallons or more to surface waters:
• Perform the same actions as for a wastewater spill of 1,000 gallons or more to
surface waters.
• Submit to the North Carolina Division of Water Quality the proposed language of
a notice, using the language shown above, that will be published in a newspaper
that provides general coverage in the county where the spill occurred.
• Receive from the North Carolina Division of Water Quality approval of the
proposed notice language, a determination of the counties downstream of the
point of discharge that are significantly affected by the discharge, and a list of
newspapers in which to publish the notice.
• Publish the notice within 10 after receiving the response from the North Carolina
Division of Water Quality.
• Submit a copy of the notice and all proofs of publication, within 30 days after the
notice is published, to the North Carolina Division of Water Quality.
Wastewater Collection System 4 October 2008
Spill Response Plan Town of Andrews, North Carolina

FV
• Note that a copy of the North Carolina General Statutes 143-215.1C is presented
in the Appendix.
5. Take action to eliminate the cause(s) of the spill and prevent future spills.
SOURCE CONTROL AND CONTAINMENT PROCEDURES
Depending on the nature of the spill or overflow, the initial assessment should indicate
the priority of source control and/or containment.
1. When the spill source can be isolated through valves, plugs or other methods, the flow
should be discontinued immediately or reduced to the least possible volume.
2. If the pumps at a wastewater pump station are not operating, check the control panel for
the following;
• Verify the power supply is on.
• Verify if the circuit breaker tripped.
• If the circuit breaker is closed, check the thermal overload.
• If the thermal overload is OK, check the fuses (if you are trained to do so).
• Determine if the pump straining.
• Detennine if the pump is clogged with debris.
• Determine if the pump motor smells like it is burning.
• Call an electrician for emergency service as required.
3. Containment methods will typically include:
• Sand or dirt dikes and dams. (Small streams, creeks)
• Holes or pits. (To prevent run off to surface waters)
4. If the spill event resulted from an area wide power outage you should contact the power
company and identify your site as critical. You must have account number for the pump,
station location.
5. If the problem is mechanical in nature, retrieve parts from inventory and make repairs.
Re -order parts as they are used.
Wastewater Collection System 5 October 2008
Spill Response Plan Town of Andrews, North Carolina

FIF
RESPONSE FOR SPILLS ON MAJOR INTERCEPTOR RIGHT OF WAY
1. Restrict access to the spill site until response is complete.
2. In open areas lime, remove debris and lime site rotor -till if needed. Re -seed and mulch
with straw.
3. In areas where there is under growth and small trees, flush area with potable water until
no waste remains. Wait twelve to twenty four hours then lime the area. Be certain that
line does not flush to receiving stream.
RESPONSE FOR SPILLS IN A CITEZEN'S YARD
L Restrict access to the spill site until response is complete.
2. Till entire area if possible. Apply lime and follow with seed and straw.
3. If waste/debris not visible apply Tune and 2 inches of top soil and mix thoroughly. Apply
lime lightly, seed and mulch.
RESPONSE FOR SPILLS ON PAVED SURFACES
1.. Set up containment at or near the storm drainage system. Do not let the spill enter the
stone drain system.
2. Restrict access to the spill site until response is complete.
3. Spread lime on spillage and sand or other material to a depth of one inch. Let this
material absorb for one hour, then sweep up. Dispose of debris appropriately. If spill is
still evident repeat application.
4. After removing the contaminated material, wash down area with high pressure water and
bleach.
5. Pump clean up materials and wash water into sanitary sewer.
RESPONSE FOR SPILLS IN A CREEK OR STREAM
1. Restrict access to the spill site until response is complete.
2. Take conductivity readings of the creek upstream and downstream to determine were
temporary dain should be placed.
Wastewater Collection System 6 October 2008
Spill Response Plan Town of Andrews, North Carolina

Fr
3. The dam should be constructed near a manhole which is accessible to the jet rodder and
vacuum truck.
4. Dam should be placed below the spill as indicated by low conductivity reading.
5. Construct a dam sized to contain the flow of water plus any flush water added during
clean up.
6. Station two pumps at the spill site, one to use one for back-up.
7. Have aback hoe at the site for darn repairs as needed.
8. Wash down all rip rap in stream bed until no residue is evident.
9. Collect samples of stream water upstream and downstream of the spill location and
analyze them for fecal colifonn.
10. Repeat sampling until normal, background counts 500 cts/100 ml.
11. If settled sludge evident sweep bottom until clean.
12. If creek or stream is recreational water notify the affected community and local officials
as soon as the problem is discovered.
Wastewater Collection System 7 October 2008
Spill Response Plan Town of Andrews, North Carolina

WASTEWATER COLLECTION SYSTEM
PUMP STATION CONTINGENCY PLAN
TOWN OF ANDREWS
CHEROKEE COUNTY, NORTH CAROLINA
JANUARY 2016

PURPOSE
This plan is implemented by the Town of Andrews, North Carolina, in the
event of a pump station operation failure which could result in a sanitary sewer
overflow or other wastewater spill from the wastewater collection system.
SCOPE
To assist the water & sewer maintenance department personnel with
needed information to rectify pump station operational failures.
INITIAL RESPONSE
The maintenance department should identify as quickly as possible, the
following information:
1. Which pump station(s) are involved
2. What type of operational failure as occurred.
3. Approximate time failure occurred.
4. Approximate length of time before an overflow or spill could happen
5. Assess initial urgency of situation
1

' STATIONS
#1 HUDDLE HOUSE PUMP STATION
51 COVER AVENUE
LATTITUDE- N35.20557 LONGITUDE- W083.82800
DUPLEX: 2 70gpm GRINDER PUMPS
DISCHARGE PIPE: 2 inch
ELECTRICAL: 480vac 3ph 100a
BACKUP GENERATOR: PORTABLE UNIT ON HAND
TELEMETRY: NONE LOCAL ALARMS: YES
CONTRACTORS
ELECTRICAL POWER - DUKE ENERGY 1-800-POWER-ON
1-800-769-3766
ELECTRICAL - MIDNIGHT ELECTRIC 828-321-4279
828-361-8752 mobile
2

ANICAL REPAIRS - AB CONSTRUCTION 828-321-4446
828-361-1879 mobile
WELLS & WEST CONSTRUCTION 828-837-2437
PORTABLE GENERATOR & PUMPS - RAIN FOR RENT 2 HR MIN
2330 BURNT WOOD DRIVE
KENNESAW GA. 30152
678-594-6601
SUNBELT RENTALS 2 HR MIN
4075 S. ACCESS ROAD
CHATTANOOGA, TN
423-893-0521
3

ANDREWS MIDDLE SCHOOL PUMP STATION
148 LAZY BEAR TRAIL ROAD
LATTITUDE — N35.19804 LONGITUDE — W083.80309
DUPLEX: 2 363gpm SUBMERSIBLE PUMP
DISCHARGE PIPE: 6 inch
ELECTRICAL: 240vac 3ph 100a
BACK UP GENERATOR
TELEMETRY: NONE
CONTRACTORS
GENERAC
MODEL 99A-04337
62.5kva 3ph 120/240vac 150.3a
DIESEL FUEL
LOCAL ALARMS: YES
DUKE ENERGY
ELECTRICAL - MIDNIGHT ELECTRIC
1-800-POWER-ON
1-800-769-3766
828-321-4279
282-361-8752 mobile
0

ANICAL REPAIRS - J&B CONSTRUCTION 828-321-4446
828-361-1879 mobile
WELLS & WEST CONSTRUCTION 828-837-2437
PORTABLE GENERATOR & PUMPS - RAIN FOR RENT 2 HR MIN
2330 BURNT WOOD DRIVE
KENNESAW GA. 30152
678-594-6601
SUNBELT RENTALS 2 HR MIN
4075 S. ACCESS ROAD
CHATTANOOGA, TN
423-893-0521
5

TEAMS PUMP STATION
59 MARBLE PLANT ROAD
LATTITUDE — N35.18439
DUPLEX: 2
DISCHARGE PIPE: 6 inch
ELECTRICAL: 480/277vac
BACK UP GENERATOR
TELEMETRY: YES
CONTRACTORS
CI Et-rD1f'A I D/:\A/E7D
LONGITUDE — W083.89449
3ph 230a
OLYMPIAN
MODEL D150P1
150kw 3ph 480/277vac 226a
DIESEL FUEL
LOCAL ALARMS: YES
DUKE ENERGY
ELECTRICAL - MIDNIGHT ELECTRIC
1-800-POWER-ON
1-800-769-3766
828-321-4279
282-361-8752 mobile

ANICAL REPAIRS - AB CONSTRUCTION 828-321-4446
828-361-1879 mobile
WELLS & WEST CONSTRUCTION 828-837-2437
PORTABLE GENERATOR & PUMPS - RAIN FOR RENT 2 HR MIN
2330 BURNT WOOD DRIVE
KENNESAW GA. 30152
678-594-6601
SUNBELT RENTALS 2 HR MIN
4075 S. ACCESS ROAD
CHATTANOOGA, TN
423-893-0521
RAIN FOR RENT 5HR MIN
4350 GOLF ACRES DRIVE
CHARLOTTE NC 28208
704-393-3345
SUNBELT RENTALS
KENNESAW, GA
770-426-9370
7

101 PUMP STATION
2133 AIRPORT ROAD
LATTITUDE — N35.18026
DUPLEX: 2
DISCHARGE PIPE: 4 inch
ELECTRICAL: 208vac 3ph 100a
LONGITUDE — W083.91984
BACK UP GENERATOR: OLYMPIAN
MODEL D30P3
30kw 3ph 120/208vac 104a
DIESEL FUEL
TELEMETRY: YES
CONTRACTORS
ELECTRICAL POWER -
LOCAL ALARMS: YES
DUKE ENERGY
ELECTRICAL - MIDNIGHT ELECTRIC
E3
1-800-POWER-ON
1-800-769-3766
828-321-4279
282-361-8752 mobile

IANICAL REPAIRS - AB CONSTRUCTION 828-321-4446
828-361-1879 mobile
WELLS & WEST CONSTRUCTION 828-837-2437
PORTABLE GENERATOR & PUMPS - RAIN FOR RENT 2 HR MIN
2330 BURNT WOOD DRIVE
KENNESAW GA. 30152
678-594-6601
SUNBELT RENTALS 2 HR MIN
4075 S. ACCESS ROAD
CHATTANOOGA, TN
423-893-0521
RAIN FOR RENT 5HR MIN
4350 GOLF ACRES DRIVE
CHARLOTTE NC 28208
704-393-3345
SUNBELT RENTALS
2390 COBB PARKWAY NW
KENNESAW, GA
770-426-9370
7

IANICAL REPAIRS - J&B CONSTRUCTION 828-321-4446
828-361-1879 mobile
WELLS & WEST CONSTRUCTION 828-837-2437
PORTABLE GENERATOR & PUMPS - RAIN FOR RENT 2 HR MIN
2330 BURNT WOOD DRIVE
KENNESAW GA. 30152
678-594-6601
SUNBELT RENTALS 2 HR MIN
4075 S. ACCESS ROAD
CHATTANOOGA, TN
423-893-0521
RAIN FOR RENT 5HR MIN
4350 GOLF ACRES DRIVE
CHARLOTTE NC 28208
704-393-3345
SUNBELT RENTALS
2390 COBB PARKWAY NW
KENNESAW, GA
770-426-9370
0

ADDITIONAL VENTORS:
FUEL - DUNCAN OIL COMPANY
PUMP TRUCKS - JB PORTA COMPANY
SAND - SOUTHERN CONCRETE
LOCAL RENTAL- FARMERS EQUIPMENT
GENERATOR REPAIR - CAROLINA ENGINE
10
828-837-266
828-361-1879
828-321-1531
828-837-4554
1-800-277-6010

F'r
Pat McCrory
Governor
September 10, 2015
S � r_FINWA
IL
NCDENR
North Carolina Department of Environment and Natural Resources
Nancy Curtis, Mayor
Town of Andrews
PO Box 1210
Andrews NC 28901-1210
SUBJECT: NOTICE OF VIOLATION
NOV-2015=PC-0241
Collection System Inspection
Andrews Collection System
Permit No: WQCS00103
Cherokee County
Dear Mayor Curtis:
Donald R. van der Vaart
. Secretary
Enclosed please find a copy of the Inspection Report from the inspection conducted 2015-05-20 along with a
follow-up on 2015-09-08. The Collection System Inspection was conducted by Jeff Menzel and Tim Heim of
the Asheville Regional Office. The treatment facility was found to be in violation of Permit WQCS00103 for
the following:
Inspection Area
Compliance Issue
Performance Standards
The wastewater collection system shall be effectively managed,
maintained and operated at all times to prevent discharge to land or
surface waters, and to prevent any contravention of groundwater
standards or surface water standards. In the event that the wastewater
collection system fails to perform satisfactorily, including the
creation of nuisance conditions, the Permittee shall take immediate
actions as per the Response Action Plan (Condition II(9)), as well as
any actions that may be required by the Division of Water Resources
(Division), such as the construction of additional or replacement
sewer lines and/or equipment. [15A NCAC 02T .0108 (b)]
Please refer to the enclosed inspection report for additional observations and comments.
Water Quality Regional Operations —Asheville Regional Office
2090 U.S. Highway 70, Swannanoa, North Carolina 28778
Phone: 828-296A500 FAX: [phone]
Internet: http://portal.nGdenr.orgAveb/wq/
An Equal Opportunity 1 Affirmative Action Employer
G:IWRIWQ1Cherokee\Collection Systems\Andrews Collection System\NOV-2015-PC-0241.doc

Town of Andrews
09/10/2015
Page 2 of 2
199
To prevent further action, carefully review these violations and deficiencies and respond in writing to this office
within twenty (20) working day of receipt of this letter. You should address the causes of noncompliance and
all actions taken to prevent the recurrence of similar situations. If you should have any questions, please do
not hesitate to contact Jeff Menzel at 828-296-4500 or [e-mail].
Sincerely,
G. Landon Davidson, P.G., Regional Supervisor
Water Quality Regional Operations
Asheville Regional Office
Enc.
cc: Jake Buchanan, ORC
MSC 1617-Central Files -Basement
l ides

IV
Compliance Inspection Report
Permit: WQCS00103° Effective: 04/01/11 Expiration: •' 03/31/16 "' Owner:
Town of Andrews "
SOC:. Effective: Expiration: Facility:
Andrews Collection System
County: Cherokee
PO Box 1210
Region: Asheville
`
Andrews NC 289011210
Contact Person: Mitch Rhinehardt Billing . - -Title:` -- - = .. `.. - - - ' - - - - -
- Phone: -
Directions to Facility:
System Classifications: CS2, .. ,
PrimaryORC: J B Buchanan Certification: 995621
Phone: 828-321=5111
Secondary ORC(s):
On -Site Representative(s):.
Related Permits:
NCO020800 `Town of Andrews - Andrews VVWTP
Inspection Date: 05/20/2015 Entry Time:, 10:OOAM :. Exit Time: ,02:0013M
Primary Inspector: Jeff Meniel /6. is
Phone: [phone]
Secondary Inspector(s):
Reason for Inspection: Routine Inspection Type:.
Collection System Inspect Non Sampling
Permit Inspection Type: Collection system management and operation
Facility Status: ❑ Compliant Not Compliant
Question Areas:
Miscellaneous Questions Operation & Maint Reqmts
Inspections
Manhole Lines
(See attachment summary)
Page: 1

Permit: WQCS00103
Inspection Date: 05/20/2015
Inspection Summary:
Owner -Facility: Town of Andrews
Inspection Type: Collection System Inspect Non Sampling Reason for Visit: Routine
The ORC was able to produce consistent and well organized records of all items requested during the inspection and
demonstrated a detailed knowledge of the system to the inspectors.
The existing system consists of gravity lines, manholes, four duplex pumping stations and the associated force mains.
Two of the pump stations are equipped with telemetry and three of the pump stations are equipped with permanently
installed emergency power generators.
During the inspection and follow-up at the town's wastewater treatment plant it became evident that the system experiences
considerable inflow and infiltration. This was observed by the inspectors at multiple points in the collection system and
confirmed during interviews with collections system maintenance staff. Inflow and infiltration (1/1) was evidenced by clear
water that enters the sewer system from a variety of sources.
1/1 is a problem because it takes up fixed capacity in regional sewer pipes (interceptors), capacity that will be needed for
future households in the region. 1/1 can also be costly to communities. Once clear water gets mixed in with wastewater,
communities are charged for the treatment of all the water.
Evidence that overflows had occurred in multiple parts of the system was also observed during the inspection. Inspectors
also observed an active sewer leak occurring on Cheoa Street. This leak was occurring on a private line serving number 57,
69, 89, and 97 Cheoa Street. In the last year, this system has also had issues with sewer backing up into homes
connected to the Town's collection lines.
The Town's wastewater plant typically flows at approximately half of its permitted capacity. During storm events, 1/1
frequently inundates the facility with storm water exceeding'the hydraulic. capacity of the plant -and leading. to inadequate
treatment of wastewater. The Town. of Andrew's wastewater facility is in' an extfeme state of disrepair and additional 1/1
produces further stress on the equipment and a diminished ability to effectively treat wastewater.
The Town should actively seek funding to conduct a flow study and to begin to rehab the sewer lines which are susceptible
to inflow and infiltration.
Page: 2

Permit WQC800103 Owner - Facility:-Town.,of
Inspe0lon Date: 06 InspectionType: Collection -.Svstem;lnsr)ectNon Sampling Reasqb.fdr, isit: Rodtine—
In 6ecflohs�
Yes No NA WE
Are`maintenance-records for sewer lines available?
0 El nEl
Are'reb6rds availible that document Ourrip station inspections?
Are SCADA or telemetry equipped pump stations inspected At least once 'a week?
u.-o El. El -
Are,noin-SCADAA416rnetry equipped pump stations inspected every day?
WEI 'ET -El
Ararecords available that document citizen complaints?
ff. 110-0
# Do You. have a i m to conduct an annual observation of entire system?
# Has there been: -'an observation of remote areas in the last year?
Are records available that document inspections of high-prio(ity lines?
M:E1 tl: El
Has there been visual inspections of high -priority lines in last six months?
M El 110
Comment Approximately sixty percent of the Town's gravily lines are terracotta.
Over time igint material
will can be expected to loosen allowing -groundwater entry and root penetration. Replacement of
-:'terracotta lines should be a long term proiect.
Operation & Maintenance Requirements
Yes No NA NE
Are all logbooks available?
M 11 El C
Doossupervisor review all log books on a regular basis?
11 El El
Does the supervisor have plans to address documented short-term problem areas?
M. Ef. El, 1:1
What, is.the schedule for reviewing inspection, maintenance, & operations logs and problem areas?
weekly, _monthly; iii needed.
The 6RC k6eps 6xiremly detrailed records.
Ar6liiaintenaincie records for equipment available?
is a.schedule'maintained for testing emergency/standby equipment?
0 El El n
What. is the schedule for testing emergency/standby equipment?
weekly; monthly,
as needed.
t.
Do'pump station logs include:
Inside and outside cleaning and debris removal?
Inspecting and exercising all valves?
Inspecting and - lubricating pumps and other equipment?
Inspecting alarms, telemetry and auxiliary equipment?
Is there at least one spare pump for each pump station wjgpump­6eliability?
Are maintenance 'records for right-of-ways available?
Are right-of-ways currently accessible in the event of an emergency?
Are system cleaning records available?
Has at least 10% of system been'cleandd annually?
What areas are scheduled for cleaning in the next 12 months?
Is a Spill Response Action Plan available?
Does the plan include:
Page: 3

4
NCDEN
North Carolina Department of Environment and Natural Resources
Division of Water Infrastructure
Pat McCrory Kim H. Colson, PE
Governor Acting Director
August 16, 2013
Ms. Teresa Ricks, Town Manager
Town of Andrews
3 Wilson Street
Andrews, North Carolina 28901
Subject: FINAL Inspection Report
Sanitary Sewer Rehabilitation
Andrews [CHEROKEE ]
Project No. CS 370 537-02
Dear Ms. Ricks:
John E. Skvada, III
Secretary
The Infrastructure Finance Section performed a Final inspection for the state and federally
funded portion of subject project at 10:00 a.m. Thursday August 15, 2013. One Interim inspection
was conducted during this project on July 18, 2013.
You should review this report; take actions or provide responses as indicated and then file with
your project records. You should maintain those project records, including financial records for
3 years from closeout of this loan. If you have any questions please contact me at [phone] or
via e-mail at [e-mail]. It has been a pleasure working with Mr. Jake Buchanan of
your Staff, your Engineer McGill Associates, particularly Mr. R.L. Haynes and inspector
Mr. Alan Mackey and with the contractor Terry Brothers Construction, Inc.
Sincerely,
Gerald W. Horton, PE
Environmental Engineer
Construction Inspection Group
cc: Mike Waresak, PE, RL Haynes, McGill Associates, Asheville, NC
Chuck-Crannf_or�dm DWR Regional Office
IFS -Mark Hubbard, PE, Donna Jackson_ , Leslie Rogers, Gerald Horton
SRF —
WC, 202013
1 �. (�1(Surface water Protecti� Ce ection
C:\Users\gvrhortun\Documents\Projects (Act ive)\An dre:)s SS Rohn SUSS7-i112 gv&MIo eout\And�reJ?s t�}; n"i c
Infrastructure Finance Section One
1633 Nail Service Center. Raleigh, North Carolina 27699-1633 Noi thCaj oljna
Location: V Floor Archdale Building, 512 N. Salisbury St. Raleigh, North Carolina 27804
Phone: [phone] \ FAX [phone]
Internet: ifs.nc.goy

FV
Andrews Main St. Sewer Line Improvements
Project No. CS370 537-02
FINAL Inspection of
August 15, 2013
Page 2 of 3
I. FINAL INSPECTION - Action Items and Comments - The NC Infrastructure Finance Section
(IFS) requests a response below from either the Owner or Engineer, as applicable on those items
marked *. Item(s) may be addressed via a statement in a cover letter or by submitting the
requested information. It is recommended all closeout information be submitted at one time to
IFS. If forms are needed to comply with items below, refer to IFS web site ifs.nc.gov
1) * Preparation of Record Drawings is in process. Upon completion, provide a set of half sized
Final Record Drawings to the Infrastructure Finance Section.
2) * Engineer needs to provide statement on testing or acceptance criteria of sewer lines and
manholes installed on this project.
3) Upon completion of work, Engineer will provide Inspector's daily logs to Owner.
4) * Provide IFS with documentation stating the Warranty Date(s) for the work with indication
that all parties Owner, Engineer and Contractor) have been informed of that date.
5) * Provide IFS copy of Contractors Release of Liens.
6) * Provide IFS copy of Contractors Consent of Surety.
7) Submit Change Order(s) for the work, including the added work on Tarrant St. and other
eligible work.
8) * Submit final reimbursement request to IFS, please note that Owner is responsible for
seeking project related Sales Tax reimbursement through the NC Dept. of Revenue.
9) * Submit Owner's Certification of Completion when appropriate.
10) * Submit Engineer's (Final) Certification.
H. Project Loan Budget
Terry Brothers Construction, Co. Inc. $ 350,420
Contingency $ 17,521
Technical Services* $ 117,400
Total Eligible Costs $ 485,341
Closing costs of $9,707 for the SRF is 2% of the loan amount. This project received a 0% loan
for 20 years and has $242,641 of principal forgiveness and a note of $242,640.
III. CONTRACT:
Terry Brothers Construction, Co. Inc., 1109 Newfound Rd., Leicester, NC 28748,
.Lic. # 10295, Unlimited. Contract time 90 calendar days, NTP was issued June 12, 2013 for a
completion date of Sept.10, 2013.
Engineer- Mike Waresak, PE, McGill Assocs., Asheville,
Construction observer - Alan Mackey, McGill Assocs.
IV. Contract SCOPE of WORK — original authorized construction consisted of the following:
Eligible
o Install approximately 1,400 linear feet of 8-inch gravity sewer
o replace or rehabilitate approximately 15 manholes
o make one sinkhole point repair
o removal and replacement of pavement, roadways, driveways and curbs; and
o associated appurtenances necessary to install a complete system within & up to the existing
right-of-way
Non Eligible
• Any installation of sewer service lateral outside the right-of-way
• replacement of roadways, driveways & curbs with materials other than their original state
• paving of roadways in excess of the excavated area

Andrews Main St. Sewer Line Improvements
Project No. CS370 537-02
V. CHANGE ORDERs - refer to comment 7).
VI. FINAL INSPECTION PARTICIPANTS
Jake Buchanan
Town of Andrews
jakebuchananl3l l @gmail.com
R.L. Haynes
McGill & Assocs., Project Mgr.
[e-mail]
Alan Mackey
McGill, Inspector
Stephen Cates
Terry Brothers Construction, Inc.
Gerald Horton, PE
NC IFS
[e-mail]
FINAL Inspection of
August 15, 2013
Page 3 of 3
828 321-5111
828 557-9227 C
828 284-7804 C
828 252-0575 ofc
919 707-9185 (ofc)

NCDENR
North Carolina Department of Environment and Natural Resources
Division of Water Quality
Pat McCrory Thomas A. Reeder John E. Skvarla, III
Governor Acting Director _gam T- - ecretary
July22, 2013 IVED
Mr. Bill Green, Interim Town Manager
Town of Andrews
3 Wilson Street
Andrews, North Carolina 28901
Dear Mr. Green:
JUL 2 4 2013
' 194t:P-@ NV to rmtectian Section
&k- Uk_ Reg«n4:11 Office
SUBJECT: Progress Meeting and Interim Inspection
Sanitary Sewer Rehabilitation
Andrews [CHEROKEE ]
Project No. CS 370 537-02
The Construction Inspection Group (CIG) of the Infrastructure Finance Section attended
its first progress meeting and performed an interim inspection for the state and federally funded
portion of subject project on Thursday July 18, 2013. The project is of short duration and as of
today's date is nearing completion. If necessary regular progress meetings and interim
inspections are scheduled for the 3rd Thursday each month at 10:00 a.m. at the Andrews Town
Hall. However the next meeting may be a Final Inspection.
You and your staff should review this report and take actions or provide responses as
indicated, and then file with the project records. You must keep your project records for 3
years. If you have any questions or find errors or items with which you or your staff do not
agree in this report, please contact me at [phone] or via e-mail me at
[e-mail].
Sinc rely,
g 'f
Ger d W. Horton, PE
Environmental Engineer
Construction Inspection Group
cc: Mike Waresak, PE, RL Haynes, McGill Associates, Asheville, NC
Chuck Cranford; DWQ Regional Office
IFS - Mark Hubbard, PE, Donna Jackson, Gerald Horton
SRF
C:11JseaigvrhortonlCoeumc!?is\Protects r ,c,i e,4;n:ireY;s sS Rehb SRFS37-02 g:=:h\inl insp 13-07 -18d(l Andr cvN SFvai rehab.doc
Infrastructure Finance Section
1633 Mail Service Center, Raleigh, North Carolina 27699-1633
Location: 8!^ Floor Archdale Building, 512 N. Salisbury St. Raleigh, North Carolina 27604
Phone: [phone]\FAX: [phone]
Internet: ifs.nc.gov
An Equal Opportunity \ Affirmative Action Employer
One
NorthCarolina

Andrews Main St. Sewer Line Improvements
Project No. CS370 537-02
Interim Inspection of
July 18, 2013
Page 2 of 3
GENERAL CONCERNS / RECOMMENDATIONS / ACTION ITEMS — Please respond to
any items marked *
1) A Preconstruction meeting was held Wednesday June 5, 2013 at Town Hall. IFS was unable to
attend but did provide outline notes on items usually discussed at Preconstruction meeting. IFS
requested and received Engineer's Preconstruction meeting notes and attendance list.
2) For the record, Notice to Proceed was issued to Terry Bros. Constr. Inc. on June 12, 2013 for a
construction period of 90 consecutive calendar days resulting in a completion date of September
10, 2013. -
3) At July meeting Owner and Engineer indicated they wished to add to the scope of work.
Correspondence has taken place with Seth Robertson in the Design Management Unit of IFS
and the work to reroute sewer at Tarrent St. appears to be eligible. Negotiations for this work is
in progress. The extra work is in the vicinity of $44k with — $39k remaining (under -run) in the
budget.
4) Because IFS did not attend the Pre -Construction meeting, information is included in this report
that would not normally be presented in an interim inspection report.
5) On this date, the project is nearing completion lacking only paving, man hole rehabilitation and
the added work noted above. For the record the MH rehab work will be performed by Allis
Concrete.
6) Engineer should be prepared to discuss testing status and requirements at next meeting,
specifically, Specification Section 02770 Article 3.04C regarding sewer line testing.
7) * Please advise IFS via email or telephone if there will be an August 15 Progress meeting or if a
Final inspection needs to be scheduled. A project closeout checklist is attached to this report.
Project Funding - Eligible Amount
Terry Brothers Construction, Inc. $ 350,420
Contingency $ 17,521
Technical Services* $ 117,400
Total Eligible Costs $ 485,341
Closing costs of $9,707 for the SRF is 2% of the loan amount. This project received a
0% loan for 20 years and has $242,641 of principal forgiveness and a note of $242,640.
Authorized Representatives -
Loan Recipient — Mr. Bill Green, Town Manager
NC-DENR, DWQ, IFS - Mark Hubbard, PE, Gerald Horton, PE
Consulting Engineer: McGill Assocs., Asheville
Project Manager: R.L. Haynes, McGill Assocs.
Inspector — Alan Mackey McGill, Inspector
Scope of Eligible Work
o Install approximately 1,400 linear feet of 8-inch gravity sewer
o replace or rehabilitate approximately 15 manholes
o make one sinkhole point repair
o removal and replacement of pavement, roadways, driveways and curbs; and
o associated appurtenances necessary for the installation of a complete system within and up
to the existing right-of-way
Non Eligible
o Any installation of sewer service lateral outside the right-of-way
o replacement of roadways, driveways & curbs with materials other than their original state
o paving of roadways in excess of the excavated area

Andrews Main St. Sewer Line Improvements
Project No. CS370 537-02
Interim Inspection of
July 18, 2013
Page 3 of 3
CONSTRUCTION INSPECTION
As of first IFS inspection in July the project is nearing completion. Refer to comment 5) above.
CHANGE ORDERS — refer to comment 3) above.
Requests for Proposal RFP status — additional work on Tarrent St. is being negotiated
Requests for Information RFI status - current
Project Schedule — project is nearing completion, well ahead of Substantial Completion date of
Sept. 10, 2013.
Submittal status - current
Inspectors Logs & Documentation — were not reviewed by IFS
Testing — compaction testing (3) on roadways were satisfactory. Testing requirements.were
discussed at July meeting and there has been no testing of sewer line work. Engineer should be
prepared to discuss testing status and requirements at next meeting, specifically
Specification Section 02770 Article 3.04C
Record Drawings status — please have these available for review at next meeting or at Final
inspection
Safety — no safety issues
List of Attendees :
Bill Green
Town of Andrews, Inter. Town Mgr.
828
321-3113
[e-mail]
828
557-2756
Jake Buchanan
Town of Andrews
828
321-5111
[e-mail]
828
557-9227 C
R.L. Haynes
McGill & Assocs., Project Mgr.
828
284-7804 C
[e-mail]
828
252-0575 ofc
Mike Waresak, PE
McGill & Assocs.
828
310-1456 C
[e-mail]
828
252-0575 ofc
Alan Mackey
McGill, Inspector
Eddie Gahagan
Terry Brothers Construction, Inc.
828
683-4500
Gerald Horton, PE
NC IFS
919
707-9185 (ofc)
[e-mail]
end of report —

Permit Number WQCS00103
Program Category
Non -discharge
Permit Type
Collection system management and operation
Primary Reviewer
daryl.merritt
Coastal SW Rule
Permitted Flow
1500000
Central Files: APS SWP
03/05/13
Permit Tracking Slip
Status
Project Type
Active
Renewal
Version
Permit Classification
2.00
Individual
Permit Contact Affiliation
Facility
Facility Name Major/Minor Region
Andrews Collection System Major Asheville
Location Address
County
PO Box 1210
Cherokee
Andrews NC 289011210
Facility Contact Affiliation
Mitch Rhinehardt Billing
PO Box 1210
Andrews NC 289011210
Owner
Owner Name
Owner Type
Town of Andrews
Government - Municipal
Owner Affiliation
William Green
PO Box 1210
Andrews NC 289011210
Dates/Events
Scheduled
Orig Issue App Received Draft Initiated Issuance Public Notice Issue Effective Expiration
03/22/02 12/28/10 04/01 / 11 04/01 /11 03/31 /16
Regulated Activities Requested/Received Events
Wastewater collection Region comments on draft requested
Region comments on draft received
Additional information requested
Additional information received
Outfall NULL
Waterbody Name Stream Index Number Current Class Subbasin

L,
Insert . Page Layout
Mailings' Review
View
—References
€eats �
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; Spacing
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Related PermitsCS
Details
�ommentsT
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inspections Incidents !,
Enforcements sriolations
Details 1
Details 2
Billing
Class.lDesig.
Events
Reg. Activities Affiliations ReWie%,vers
Permit: QCS00103
Version: (2�0 �
Status: ctiye
Start Date
Number
T;r e
Entered By
Comment
Location
2013-01-17 1
illection System

State of North Carolina
Department of Environment and Natural Resources
Division of Water Quality PUMP STATIONS, FORCE MAINS, AND —,—GRAVITY SEWERS
(THIS FORM MAY BE PHOTOCOPIED FOR USE AS AN ORIGINAL)
Application Number: (to be completed by
I. GENERAL INFORMATION: �`'; Q(� 2 $ `�J,
1. Applicant's name (name of the municipality, corporation, individual, etic.):
Town of Murphy
18,
2. Owner's or signing official's name and title (15A NCAC 2T .0106):
Anna Payne Town Manager ', Y
•' S.t.Nt.i.a
3. Name and complete address of applicant: Town of Murphy �*
5 Wofford Street
City: Murphy State: North Carolina Zip: 28906
Telephone number: (_828_) 837-2510 Facsimile number: (_828_) 837-9612
4. Project name (name of the subdivision, facility or establishment, etc.):
Conaheeta Drive / Valley River Avenue Sewer System Improvements
5. County where project is located: Cherokee
6. Fee submitted: $ 480 (See Instruction C.)
7. Name and complete address of engineering firm: McGill Associates, P.A.
Post Office Box 2259
City: Asheville State: North Carolina Zip: 28802
Telephone number: (_828_) 252-0575 Facsimile number: (_828_) 252-2518
8. Name. and affiliation of contact person who can answer questions about application:
Joseph C. Williams Engineering Associate McGill Associates P.A.
H. PERMIT INFORMATION:
1. Project is: _X new; modification
2. If this application is being submitted as a result of a modification to an existing permit, provide:
existing permit number
and the issuance date
3. Applicant is: X public (See Instruction G; skip to item ILA.); 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: Not Applicable
5. If project includes any stream or wetland crossings, provide date when Nation-, ide 12 or 404 permit was
submitted for approval: Not Applicable
6. Provide buffers used to maintain compliance with any applicable river basin rules in 15A NCAC 213 .0200
(e.g., Neuse River basin buffer rules): Not Applicable
FORM: PSFMGSA 03/08 Page 3 of 6

NFORMATION ON WASTEWATER:
'lease provide a one- or two -word description specifying the origin of the wastewater (school, subdivision,
iospital, commercial facility, industry, apartments, condominiums, etc.):
Residential Homes Recreational Park complex
2. Volume of wastewater generated by this project: Zero 0 gallons per day
3. Explanation of how wastewater flow was determined (15A NCAC 2T .0114):
Project will replace existing deteriorated sewer lines Sewer collection system is not being extended.
4. Nature of wastewater: 100 % Domestic/Commercial;
% Other waste - specify:
5. If wastewater is industrial in nature:
% Industrial;
a. Level of pretreatment that has been provided to ensure protection of the receiving collection system and
wastewater treatment facility:
b. If a pretreatment permit is required, has one been issued? Yes; No. If yes, please
attach a copy of the pretreatment permit. If no, provide date application was submitted:
IV. DESIGN INFORMATION:
1. Brief project description: Upgrade existing 4" force main with approximately 370 linear feet of 6" DIP
force main Upgrade existing 10" VCP gravity sewer with approximately 1,380 LF of 18" DIP gravity sewer.
Upgrade existing 6" VCP gravity sewer with approximately 760 linear feet of 8" DIP gravity sewer.
2. Owner and naive of wastewater treatment facility (WWTF) receiving wastewater (See Instruction J.):
Town of Murphy
3. WWTF permit number: _NC0020940
4. List the owner(s) of any intennediate sewers if different from applicant or owner of WWTF (See Instruction
J.): Not Applicable
5. Permit numbers) for sewers immediately downstream: NCO020940
6. Pipe diameter of sewers inunediately downstream: Connaheeta Street Pump Station
7. Engineering evaluation of downstream sewers' ability to accept the wastewater from this project (See
Instruction K.) is provided on page 1 of the calculations.
8. Summary of GRAVITY SEWER to be permitted:
Diameter
(inches)
Length
(linear feet)
g
760
18
1,380
9. Does the subject gravity sewer collection system comply with the Minimum Design Criteria for the
Permitting of Gravity Sewers and 15A NCAC 2T .0305? _X_ Yes; No. If no, please identify
criteria and explain:
FORM: PSFMGSA 03/08
Page 4of6

2.
?UMP STATION INFORMATION (Complete Page 5 of 6 for each pump station included in this project.)
?ump station number or name: Not Applicable — No Pump Stations
In accordance with 15A NCAC 2T .0305(h)(1), 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.):
3. Design flow of the pump station: million gallons per day
4. Operational point(s) of the pump(s): gallons per minute at feet total dynamic head (TDH)
5. Number of pumps provided (15A NCAC 2T .0219(h)(1)(A)):
6. Number of pumping cycles at average daily flow (Minimum Design Criteria for the Permitting of Pump
Stations and Force Mains): 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:
8. Provide the location of each design element in the specifications and/or engineering plans:
Design Element
Sheet Number of the
Plans
Page Number in the
Specifications
Alternate Power Source:
Portable Generator (telemetry and receptacle required)
On -Site Generator (automatic transfer switch required)
Wet Well Vented with Screen
Fillets in Wet Well
Check Valves and Gate Valves
Security Fencing
Lockable Wet Well Cover and Dead Front Control Panel
Area Light
110-Volt Electrical Convenience Outlet
High Water Alarms:
Audible Alarm
Visual Alarm
Auto-Dialer/Telemetry
Non -Corrosive Guide Rails/Lift Chains
All -Weather Access Road
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: feet mean sea level
b. Finish grade elevation of the pump station: feet
c. Measures taken to protect the pump station against flooding (15A NCAC 2H .0305(e)):
FORM: PSFMGSA 03/08 Page 5 of 6

iummary of FORCE MAIN to be permitted, by diameter and length:
Diameter
(inches)
Length
(linear feet)
High Elevation
(feet)
Discharge Elevation
(feet)
Pump -Off Elevation
(feet)
6
371
1539
1539
1518
12. Station location of air -release valves (15A NCAC 2T .0305(h)(5)):
Air Release Valve not required
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 M jaAoe 1 T Wires -I-c , attest that this application for Conaheeta Drive/Valley River
Avenue Sewer System Improvements 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, Minimum Design Criteria for Permitting Pump
Stations and Force Mains, and Minimum Design Criteria for the Permitting of Gravity Sewers. 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:
`S�e
s
° 019g50 °
° off\
°°IWI
Applicant's Certification:
I �Lyy,,— (AEa.0 V% 2. , attest that this application for Conaheeta DriveNalley River
Avenue Sewer System Improvements has been reviewed by me and is accurate and complete to the
best of my knowledge. I understand that if all required parts of this application are not completed and that if all
required supporting information and attachments are not included, this application package will be returned to me as
incomplete. Note: In accordance with NC General Statutes 143-215.6A and 143-215.613, any person who
knowingly makes any false statement, representation, or certification in any application shall be guilty of a Class 2
misdemeanor which may include a fine not to exceed $10,000 as well as civil penalties up to $25,000 per violation.
Signature: ��� C�J ` � Date: 09 — 15-0?
FORM: PSFMGSA 03/08 Page 6 of 6

OVERVIEW
This project consists of the replacement and upgrade of existing sewerline that has deteriorated and
is a significant source of inflow and infiltration. Although most of the project involves replacing
existing vitrified clay pipe (VCP) with ductile iron pipe (DIP) of equal diameter, portions of the
project will upgrade the existing VCP sewer with DIP sewer of greater diameter to accommodate
future growth and improve operations. It should be noted that no additional flow will be added to
the collection system as a result of the proposed improvements.
The upgraded sewerlines are as follows:
Recreation Park Pump Station:
This pump station currently utilizes a 4" force main to convey flow to the Conaheeta Drive main
gravity sewer interceptor manhole at the intersection of Conaheeta Drive and Wilson Street. The
existing force main will be upgraded with approxunately 370 linear feet (LF) of 6" DIP force main.
Hill Street / Highland Place area:
This area currently utilizes 6" VCP gravity sewer to convey flows to the maul interceptor. This
project will replace the existing 6" VCP with approximately 760 LF of 8" DIP per State minimum
design criteria. The new 8" sewerline will be constructed with a minimum slope of 0.40%.
Conaheeta Drive:
The Conaheeta Drive sewer interceptor conveys all flows from the sewershed to the Conaheeta
Drive Pump Station. The existing 10" VCP sewerline will be replaced with approximately 1,380 LF
of 18" DIP to accommodate estimated ultimate tributary flows.
II. DESIGN
Recreation Park Pump Station
The proposed 6" DIP force main will increase the pump station capacity from approximately 375
gpm to approximately 560 gpm. The pump station capacity calculations, to include existing pump
curve, system characteristics, system curve calculations, and system curve vs. pump curve graph
may be found at the end of this section.
Downstream Sewer Evaluation
The Recreation Parlc Pump Station will discharge into the proposed 18" gravity sewer that conveys
flows to the Conaheeta Drive Pump Station. The wastewater collection system and pump stations
are owned and operated by the Town of Murphy.
Although this project will not add new flow to the system, the downstream sewer will be evaluated
to account for the increased Recreation Park Pump Station capacity.

-termine PeakingFacto
actor
Per NCDENR minimum design criteria, the peaking factor is calculated as follows:
PF=18+�P
4+�
Where:
PF = Peaking Factor
P = Service Population (thousands)
Per the North Carolina Office of State Budget and Management, for the Murphy municipality the
estimated number of persons per household is 2.1255. The service area population can be
calculated as:
P = 795 homes x 2.1255 persons/home =1,690 persons
Therefore:
PF_18+ 1. 99 =3.6
4+ 1.69
Determine Peak Flow
Existing Flow (as recorded at Conaheeta Drive PS) = 310,000 gpd
Existing Peak Flow = 3 10, 000 gpd x 3.6 = 1,116,000 gpd
Flow due to increased Recreation Park PS capacity = 185 gpm x 1440 = 266,400 gpd
Proposed Total Estimated Peak Flow = 1,116,000 gpd + 266,400 gpd = 1,382,400 gpd
Determine Capacity of Downstream Gravity Sewer
Use Manning's Equation to determine the full pipe capacity:
1.49 Ro.67 So.s
Q=
n
Where:
n = 0.013
S = 0.0012 (nununuim allowable slope)
Q _ 1.49 (7c . (1.5 ft)2) . (1.5 ft 4 )0.67 . (0.0012)0.5 = 3.64 cfs = 2.352,587 gpd
0.013 4
The Proposed Total Estimated Peak Flow (1,382,400 gpd) represents approximately 59% of the
total pipe capacity; therefore, the proposed project flows will not overburden the downstream
gravity sewer.

germine Capacity of Downstream PumU Station
The downstream Conaheeta Drive Pump Station has a rated capacity of 1425 gpm (2,052,000 gpd).
Since the proposed total estimated peak flow (1,382,400 gpd) is less than the rated capacity of the
Conaheeta Drive Pump Station (2,052,000 gpd), it can be seen that the additional flow from the
proposed project will not overburden the Conaheeta Drive Pump Station.
Conaheeta Drive Sewer Interceptor
According to North Carolina's gravity sewer minirnum design criteria, sewer capacities
shall be designed for the estimated ultimate tributary population including consideration given to
the maximum anticipated capacity of institutions, industrial parks, etc... The non -severed
sewershed area that has the potential to become tributary to the main sewer interceptor along
Connahetta Drive includes approximately 17,330 acres along the US Highway 74/19/129
corridor (see Attachment 5 at the end of this section). 15,500 acres, or about 90%, of the
potential tributary area was selected as a conservative figure for purposes of estimating future
flows.
Since the construction of US Highway 74/19/129, the corridor has experienced a higher
rate of commercial and residential growth compared to other areas within the Town. Assuming a
cormercial corridor offset 100-feet from the highway, the total area for potential commercial
use is approximately 200 acres. Per North Carolina standards set forth in 15NCAC2T, design
daily flow rates for proposed non-residential developments where the types of use and
occupancy are not known shall be designed for a minimum of 880 gallons per acre per day,
resulting in a total estimated future tributary commercial flow of 176,000 gpd. The remaining
15,300 acres is assumed to be used for residential purposes; assuming an ultimate residential
build -out of one (1) house per ten (10) acres and an average daily use of 300 gpd per Home, the
total estimated future tributary residential flow is 459,000 gpd. The total estimated future
tributary flow to the Connahetta sewer main interceptor is 635,000 gpd.
Historic pump run time records for the Connahetta Drive pump station indicate a dry
weather average daily flow of approximately 310,000 gpd. Therefore, the total estimated
future flow tributary to the Connahetta Drive sewer main interceptor is 945,000 gpd. The
capacity of a 16-inch gravity sewer line at minimum required slope flowing half -full is 927,773
gpd. Therefore, it is recommended that the existing 10-inch gravity sewer along Connahetta
Drive be upgraded to an 18-inch gravity sewer line to accommodate future tributary flows.
The 18-inch gravity sewer also has a low minimum slope requirement. The shallower slope
will allow the proposed sewer line to be constructed out of the 100-year flood -plain.

TOWN OF MURPHY
Conaheeta Drive / Malley River Avenue Sewer System Improvements
Recreation Park Pump Station - Force Blain Upgrade Analysis
L, Force Main Len th ft 402 High Point Elev. (ft) 15
41
D, Force Main Diameter in 6 Pump Off Bev. (ft) 1520
C, Friction Coefficient 100 _
Q, Peak Flow m 560
Note: Hazen Williams Friction Coefficient Maximum per NC Design Criteria, DIP (Initial Service 125, End of Service
100), PVC (Initial Service 140, End of Service 120), HDPE (Initial Service 140, End of Service 120). For Force
Mains with multiple pipe materials use a weighted average friction coefficient.
TDH = Head static + Head friction + Head minor
The friction loss in the force main can be represented as:
Head friction = 10.7 Q1.85 L / (C1.85 D4.87)
10.7 * Q (560.00gpm)^1.85 * L (402 ft) / ( C (100)^1.85 * D
Total Friction Headloss ft 6 inches ^4.87 169
High Point Elev. 1541 ft - Pum Off Elev 1520 ft 21 0
Static Head ft r,- ,A� ,.
���t.�.'e��..�A',�',tx,r..Y.x_�.:��.,
The minor losses due to valves and fittings can be represented as:
Head L = K V2/2g
The following valves and fittings, and associated K values, are included in the flow path of the piping system with
one pump running:
Minor Losses
Quantity
K value
K Quanta
90 degree bends
2
0.8
1.6
2.4
bends
6
0.4
45 degree
0
Gate valves
0
0.2
0.4
2
0.2
Plug valves
Valves
1
2.5
2.5
Check
0.6
0
Tee (flow through run)
0
1.8
1.8
!Tee flow through branch)
1
1
'Exit
1
1
Total K
9.7
560 0 m / Area of 6 inch Force Main 6.4
Velocity through Force Main (fps) Q ( 9P )
Total Minor Headloss ft Total K (9.7) * V (6.35)A2 / 2 g 6.1
Total Friction Head (16.91 ft)+Static Head(21.00 ft)+ Total
Total Dynamic Head: ft
Minor Headloss 6.1ft 44.0
Pump Operating Point 560 gpm @ 44.00 ft TDH
,d7- rAr UM, -Ali f

IWWWIV
JF iVIURPHY
Conaheeta Drive / Valley River Avenue
Sewer System Improvements
Recreation Park Road Pump Station
Proposed System Curve vs. Existing Pump Curve
'Flow Rate
(gPm.):.(._
System
TDH
PumP Head
.
feet)...
...:
0
21.00
73
56
21.30
----
112
22.11
----
168
23.38
66
224
25.09
----
280
27.23
60
336
29.78
----
392
32.75
54
448
36.12
----
504
39.89
----
560
44.05
44
616
48.60
----
672
53.53
37
728
58.84
----
784
64.54
-----
840
70.60
----
896
77.04
----
952
83.86
----
1008
91.04
----
1064
98.58
----
1120
106.49
----
Note:
The Recreation Park Pump Station existing pump is as follows:
Barnes - Submersible Non -Clog Pump
4" Discharge
8" Impeller
11.3 HP, 230 V, 3-Phase

100.00 -
85.00
70.00
a
55.00
T
'wJ' tit'
40.00
25.00
10.00
Town of Murphy
Recreation Park Pump Station
Pronosed Svstem Curve vs. Existing Pump Curve
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0 50 100 150 200 250 300 350 400 450 500 550 600 (i5U /UU IOU ovu
---t--System Curare
Flow Rate (gpm) —m—pump Curve
W

Series 4SE-HL
Performance curve
MON.Cranep u mps -com 7.5, 113 & 15HP, 1750RIEDVI, 60Hz
4" Horizontal Discharge - Submersible Non -Clog Pumps
F17n,; h .7
TOTAL HEAD (MM)
METERS FEET
F_ _7
ELL
30 10D F77� F STANDARD IMP ER SIZES
25
4asomc
� i g r- L)
U.S. GALLONS
PER SECOND
V84641
Testing is performed with water, specific gravity 1.0 @ 680 F @ (200C), other fluids may vary performance
4 TFACHAEAIT SECTION' 1D
PUMPS' SYSTEMS PAGE L19
CRAN E 3.=Z= DATE E 1105
tional: [phone]
I I.qh,- Nq'�7) 778-OU947 � Canada: [phone] � Interne

A"K„"��4'ii�T
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6 . �-•, ;i " PROYEME
; BEWM IMNTB { l.-I,. • -

Compliance Inspection Report
Permit: WQCS00103 Effective: 04/01/11 Expiration: 03/31/16
SOC: Effective: Expiration:
County: Cherokee
Region: Asheville
�?cup �► � ��,� NL40
Contact Person:
Directions to Facility:
System Classifications: CS2,
Primary ORC: J B Buchanan
Secondary ORC(s):
On -Site Representative(s):
Owner: Town of Andrews
Facility: Andrews Collection System
PO Box 1210
Andrews NC 28901
Title: Phone:
, Jif 7 I?C-6,4j 00�
Certification: 995621
Related Permits:
NC0020800 Town of Andrews - Andrews WWTP
Inspection Date: 05/01/2012 Entry Time: 09:30 AM Exit Time: 11:45 AM
Primary Inspector: Keith Haynes
Secondary Inspector(s):
Phone: [phone]
Phone: [phone]
Reason for Inspection: Routine Inspection Type: Collection System Inspect Non Sampling
Permit Inspection Type: Collection system management and operation
Facility Status: ■ Compliant ❑ Not Compliant
Question Areas:
Miscellaneous Questions Performance Standards Operation & Maint Reqmts Records
■ Monitoring & Rpting ■ Inspections Pump Station Manhole
Reqmts
Lines
(See attachment summary) G,
Koh% 4cc f7iz�,
C'_2 `� " IIJ� .�� W I T `i ,�-�"�4 g • 1 Page: 1

Permit: WQCS00103 Owner - Facility: Town of Andrews
Inspection Date: 05/01/2012 Inspection Type: Collection System Inspect Non Sampling Reason for Visit: Routine
Performance Standards �'�
Yes
No
NA
NE
Is Public Education Program for grease established and documented? C� 7 ucN4 ib 1%,30 CLAY1 J
n
n
n
n
What educational tools are used? (kialb A1fi� QLL rN �j,l,L(t- CF` e ��(�`�u'Y /
� S " ..,
mti�ti � � c5ct,►h5�t.r � � N , ,� ;�tr
�`'`'c�u''tCIs
tBm$
Sewer Use Ordinan Legal Authority available? �(1.�j7oCa Nit(] ��bo?
n
n
n
nd
(
Does it appear that the Sewer Use Ordinance is enforced? (AV, ZNF
n
n
n
n
Is Grease Trap Ordinance available? C5�*S�r,A�
nnnn
C —7 th 0yy�- /NC I� rri�iv5 -7
Is Septic Tank Ordinance available (as applicable, i.e. annexation)
List enforcement actions by permittee, if any, in the last 12 months/ ,
rU3rC �jFljs Lkt tq Ca«r��lrz Ij �VPa-a7cD !� ��'(M,y> /> t Yff✓L
Has an acceptable Capital Improvement Plan (CIP) been implemented? LEA n n n n
Does CIP address short term needs and long term \"master plan\" concepts?
n
n
n n
Does CIP cover three to five year period?
n
n
n n
Does CIP include Goal Statement?
��-
n
n
n n
Does CIP include description of project area?
�1�
�K6'4 4�C'
n
n
n n
Does CIP include description of existing facilities?
V/
n
n
n n
Does CIP include known deficiencies?
t9�
n
o
o n
Does CIP include forecasted future needs?
k(7 -
n
n
n n
Is CIP designated only for wastewater collection and treatment?
n
n
n n
Approximate capital improvement budget for collection system?
Total annual revenue for wastewater collection and treatment?
CIP Comments
Is system free of known points of bypass? n n n n
If no, describe type of bypass and location
Is a 24-hour notification sign posted at ALL pump stations? n n n n
# Does the sign include:
n
n
n n
Instructions for notification?
Pump station identifier? n
n
n n
24-hour contact numbers n
n
n n
If no, list deficient pump stations
Page: 3

Permit: WQCS00103 Owner - Facility: Town of Andrews
Inspection Date: 05/01/2012 Inspection Type: Collection System Inspect Non Sampling
Do pump station logs include:
Inside and outside cleaning and debris removal?
Inspecting and exercising all valves?
Inspecting and lubricating pumps and other equipment?
Inspecting alarms, telemetry and auxiliary equipment?
Is there at least one spare pump for each pump station w/o pump reliability?
Are maintenance records for right-of-ways available?
Are right-of-ways currently accessible in the event of an emergency?
Are system cleaning records available?
Has at least 10% of system been cleaned annually?
What areas are scheduled for cleaning in the next 12 months?
Is a Spill Response Action Plan available? C� e)
Does the plan include: vpe,— tT t5 tGQt�ftZ�
24-hour contact numbers /
Response time
Equipment list and spare parts inventory
Access to cleaning equipment
Access to construction crews, contractors, and/or engineers
Source of emergency funds
Site sanitation and cleanup materials
Post-overflow/spill assessment 4k'�'
Is a Spill Response Action Plan available for all personnel?
Is the spare parts inventory adequate?
Comment:
Records {inw►�ry �ltk) S tN f�,'rSi
Are adequate records of all SSOs, spills and complaints available?
Are records of SSOs that are under the reportable threshold available?
Do spill records indicate repeated overflows (2 or more in 12 months) at same location?
If yes, is there a corrective action plan?
Is a map of the system available?
Reason for Visit: Routine
nnnn
nnnn
nnnn
nnnn
nnnn
n n n n
n n n n
nnnn
n n n n
n n n n
n n n n
nnnn
nnnn
nnnn
n n n n
nnnn
nnnn
nnnn
nnnn
nnnn
Yes No NA NE
4cS —
Pdj25 AAV-7z, C"N Op -�� K:OZAI.r- (4A
Page: 5

Permit: WQCS00103 Owner - Facility: Town of Andrews
Inspection Date: 05/01/2012 Inspection Type: Collection System Inspect Non Sampling Reason for Visit: Routine
# Are there siphons in this system?
If yes, are they maintained and documented?
nnnn
Comment:
�,r,�, way��� ���� cp4s l Pr�ro�s
o�ur� ��
Pump Station
Yes
No
NA
NE
Pump station type
Are pump station logs available?
n
n
n
n
Is it accessible in all weather conditions?
n
n
n
n
# Is general housekeeping acceptable?
n
n
n
n
Are all pumps present?
n
n
n
n
Are all pumps operable?
n
n
n
n
Are wet wells free of excessive debris?
n
n
n
n
Are upstream manholes free of excessive debris/signs of overflow?
n
n
n
n
Are floats/controls for pumps/alarms operable?
n
n
n
n
Is "auto polling" feature/SCADA present?
n
n
n
n
Is "auto polling" feature/SCADA operational?
n
n
n
n
Is simple telemetry present?
n
n
n
n
Is simple telemetry operational?
n
n
n
n
Are audio and visual alarms present?
n
n
n
n
Are audio and visual alarms operable?
n
n
n
n
Is the Pump station inspected as required?
n
n
n
n
Are backflow devices in place?
n
n
n
n
Are backflow devices operable?
n
n
n
n
Are air relief valves in place?
n
n
n
n
Are air relief valves operable?
n
n
n
n
# Is an emergency generator available?
n
n
n
n
Can the emergency generator run the pumps?
n
n
n
n
Is the pump station equipped for quick hook-up?
n
n
n
❑'
Is the generator operable?
n
n
n
n
# Is fuel in tank and sufficient?
In
n
n
n
Page: 7

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113

Compliance Inspection Report
Permit: WQCS00103 Effective: 04/01/11 Expiration: 03/31/16 Owner: Town of Andrews
SOP: J` Effective: Expiration: Facility: Andrews Collection System
County: Cherokee PO Box 1210
Region: Asheville
Andrews NC 28901
Contact Person: Mitch Rhindmrdt Billing Title: Phone:
'IS: lI Cc
Directions to Facility:
System Classifications: CS2,
Primary ORC: J B Buchanan Certification: 995621 Phone: [phone]
Secondary ORC(s):
On -Site Representative(s):
Related Permits:
NC0020800 Town of Andrews - Andrews WWTP
Inspection Date: 05/01/2012 Entry Time: 09:30 AM Exit Time: 11:45 AM
Primary Inspector: Keith Haynes Phone: [phone]
Secondary Inspector(s): g�
Reason for Inspection: Routine Inspection Type: Collection System Inspect Non Sampling
Permit Inspection Type: Collection system management and operation
Facility Status: ■ Compliant ❑ Not Compliant
Question Areas:
Miscellaneous Questions Performance Standards Operation & Maint Reqmts Records
. Monitoring & Rpting Inspections Pump Station Manhole
Reqmts
Lines
(See attachment summary) et
Jake L?inckctWc,t) I'' I l ( SM'g1 1< OaOA
Page: 1

Permit: WQCS00103 Owner - Facility: Town of Andrews c` C,\�
Inspection Date: 05/01/2012 Inspection Type: Collection System Inspect Non Sampling Reason for Visit: Routine('
Inspection Summary:
CIO
r
C,\- C..
N-\C4V
5
1.'J �i1 aL� � Co �, �1�� � � G 5 • . ..
5
G \�Q G.v\�
Page: 2

Permit: WQCS00103 Owner - Facility: Town of Andrews
Inspection Date: 05/01/2012 Inspection Type: Collection System Inspect Non Sampling Reason for Visit: Routine
Performance Standards Yes No NA NE
Is Public Education Program for grease established and documented? n n n
What educational tools are used? ro.AA-ALi
Is Sewer Use Ordinance/Legal Authority available? n n n n
Does it appear that the Sewer Use Ordinance is enforced? n n n n
Is Grease Trap Ordinance available? n n n n
Is Septic Tank Ordinance available (as applicable, i.e. annexation) ❑ ❑ n
List enforcement actions by permittee, if any, in the last 12 months
Has an acceptable Capital Improvement Plan (CIP) been implemented?
n
n
n
n
Does CIP address short term needs and long term Vmaster plant/ concepts?
n
n
n
n
Does CIP cover three to five year period?
n
n
n
n
Does CIP include Goal Statement?
n
n
❑
❑
Does CIP include description of project area?
n
In
n
n
Does CIP include description of existing facilities?
n
n
n
n
Does CIP include known deficiencies?
n
n
n
n
Does CIP include forecasted future needs?
n
n
n
n
Is CIP designated only for wastewater collection and treatment?
n
n
n
n
Approximate capital improvement budget for collection system?
Total annual revenue for wastewater collection and treatment?
CIP Comments
Is system free of known points of bypass? n n n n
If no, describe type of bypass and location
Is a 24-hour notification sign posted at ALL pump stations? n n n n
# Does the sign include:
Instructions for notification? n n n n
Pump station identifier? n In n n
24-hour contact numbers n In n n
If no, list deficient pump stations
Page: 3

Permit: WQCS00103 Owner - Facility: Town of Andrews
Inspection Date: 05/01/2012 Inspection Type: Collection System Inspect Non Sampling Reason for Visit: Routine
# Do ALL pump stations have an "auto polling" feature/SCADA? n n n n
Number of pump stations
Number of pump stations that have SCADA
Number of pump stations that have simple telemetry
Number of pump stations that have only audible and visual alarms
Number of pump stations that do not meet permit requirements
# Does the permittee have a root control program? n n n n
# If yes, date implemented?
Describe: I ���` n �s�� 0
Comment: ccM?((,L-\{� S
Inspections Yes No NA NE
Are maintenance records for sewer lines available? n n n n
Are records available that document pump station inspections? n n n n
Are SCADA or telemetry equipped pump stations inspected at least once a week?
n
n
n
n
Are non-SCADA/telemetry equipped pump stations inspected every day?
n
n
n
n
Are records available that document citizen complaints?
n
n
n
n
# Do you have a system to conduct an annual observation of entire system?
n
n
n
n
# Has there been an observation of remote areas in the last year?
n
n
n
n
Are records available that document inspections of high -priority lines?
n
n
n
n
Has there been visual inspections of high -priority lines in last six months?
n
n
n
n
Comment:
Operation & Maintenance Requirements
Yes
No
NA
NE
Are all log books available?
n
n
n
n
Does supervisor review all log books on a regular basis?
n
n
n
n
Does the supervisor have plans to address documented short-term problem areas?
❑
n
n
n
What is the schedule for reviewing inspection, maintenance, & operations logs and problem areas?
Are maintenance records for equipment available? n n n n
Is a schedule maintained for testing emergency/standby equipment? n n n n
What is the schedule for testing emergency/standby equipment?
Page: 4

Permit: WQCS00103 Owner - Facility: Town of Andrews
Inspection Date: 05/01/2012 Inspection Type: Collection System Inspect Non Sampling Reason for Visit: Routine
Do pump station logs include
Inside and outside cleaning and debris removal?
n
n
n
n
Inspecting and exercising all valves?
n
n
n
n
Inspecting and lubricating pumps and other equipment?
n
n
n
n
Inspecting alarms, telemetry and auxiliary equipment?
❑
❑
❑
❑
Is there at least one spare pump for each pump station w/o pump reliability?
n
n
n
n
Are maintenance records for right-of-ways available?
n
n
n
n
Are right-of-ways currently accessible in the event of an emergency?
n
n
n
n
Are system cleaning records available?
n
n
n
n
Has at least 10% of system been cleaned annually?
n
n
n
n
What areas are scheduled for cleaning in the next 12 months?
Is a Spill Response Action Plan available?
n
n
n
n
Does the plan include:
24-hour contact numbers
n
n
n
n
Response time
n
n
n
n
Equipment list and spare parts inventory
n
n
n
n
Access to cleaning equipment
n
n
n
n
Access to construction crews, contractors, and/or engineers
n
n
n
n
Source of emergency funds
n
n
n
n
Site sanitation and cleanup materials
n
n
n
n
Post-overflow/spill assessment
n
n
n
n
Is a Spill Response Action Plan available for all personnel?
n
n
n
n
Is the spare parts inventory adequate?
n
n
n
n
Comment:
Records
Yes
No
NA
NE
Are adequate records of all SSOs, spills and complaints available?
n
n
n
n
Are records of SSOs that are under the reportable threshold available?
n
n
n
n
Do spill records indicate repeated overflows (2 or more in 12 months) at same location?
n
n
n
n
If yes, is there a corrective action plan?
n
n
n
n
Is a map of the system available?
n
n
n
n
Page: 5

Permit: WQCS00103 Owner - Facility: Town of Andrews
Inspection Date: 05/01/2012 Inspection Type: Collection System Inspect Non Sampling Reason for Visit: Routine
Does the map include:
Pipe sizes
Pipe materials
Pipe location
Flow direction
Approximate pipe age
Number of service taps
Pump stations and capacity
If no, what percent is complete?
List any modifications and extensions that need to be added to the map
# Does the permittee have a copy of their permit?
Comment:
Monitoring and Reporting Requirements
Are copies of required press releases and distribution lists available?
Are public notices and proof of publication available?
# Is an annual report being prepared in accordance with G.S. 143-215.1 C?
# Is permittee compliant with all compliance schedules in the permits?
If no, which one(s)?
nnnn
nnnn
nnnn
nnnn
nnnn
nnnn
nnnn
nnnn
Yes No NA NE
nnnn
nnnn
nnnn
nnnn
Comment:
1-
Lines/Right-of-Ways/Aerie) Lines
Yes
No
NA
NE
Is right-of-way accessible for emergency?
n
n
n
n
Is right-of-way free of sinkholes or depressions?
n
n
n
n
Is line/right-of-way free of evidence of leakage?
n
n
n
n
# Are there areas of exposed line?
n
n
n
n
# Is any exposed line constructed of ductile iron or other approved material?
n
n
n
n
Are water crossing and supports in good condition?
n
n
n
n
# Is right-of-way free of non -utility motorized traffic?
n
n
n
n
Is line free of visible damage?
n
n
n
n
Page: 6

Permit: WQCS00103 Owner - Facility: Town of Andrews
Inspection Date: 05/01/2012 Inspection Type: Collection System Inspect Non Sampling Reason for Visit: Routine
# Are there siphons in this system? n n n n
If yes, are they maintained and documented?
Comment:
1-
Pump Station
Pump station type
Are pump station logs available?
Is it accessible in all weather conditions?
# Is general housekeeping acceptable?
Are all pumps present?
Are all pumps operable?
Are wet wells free of excessive debris?
Are upstream manholes free of excessive debris/signs of overflow?
Are floats/controls for pumps/alarms operable?
Is "auto polling" feature/SCADA present?
Is "auto polling" feature/SCADA operational?
Is simple telemetry present?
Is simple telemetry operational?
Are audio and visual alarms present?
Are audio and visual alarms operable?
Is the Pump station inspected as required?
Are backflow devices in place?
Are backflow devices operable?
Are air relief valves in place?
Are air relief valves operable?
# Is an emergency generator available?
Can the emergency generator run the pumps?
Is the pump station equipped for quick hook-up?
Is the generator operable?
# Is fuel in tank and sufficient?
Yes No NA NE
nnnn
nnnn
nnnn
n n n n
nnnn
n n n n
n n n n
n n n n
nnnn
nnnn
nnnn
nnnn
nnnn
nnnn
nnnn
nnnn
nnnn
nnnn
nnnn
nnnn
nnnn
nnnn
nnnn
n n n n
Page: 7

Permit: WQCS00103 Owner - Facility: Town of Andrews
Inspection Date: 05/01/2012 Inspection Type: Collection System Inspect Non Sampling Reason for Visit: Routine
Is the generator inspected according to their schedule? n n n n
Is a 24-hour notification sign posted? ❑ ❑ rl ❑
Does it include:
Instructions for notification?
Pump station identifier?
Emergency phone number
Is public access limited?
Is pump station free of overflow piping?
Is the pump station free of signs of overflow?
Are run times comparable for multiple pumps?
Comment:
1-
Manhole
Is manhole accessible?
# Is manhole cover/vent above grade?
Is the manhole free of visible signs of overflow?
Is the manhole free of sinkholes and depressions?
Is manhole cover present?
# Is manhole properly seated?
# Is manhole in good condition?
# Is invert in good condition?
Is line free -flowing and unrestricted in manhole?
Is manhole free of excessive amounts of grease?
Is manhole free of excessive roots?
Is manhole free of excessive sand?
Is manhole's extended vent screened?
Are vents free of submergence?
Are manholes free of bypass structures or pipes?
Comment:
Yes No NA NE
nnnn
nnnn
nnnn
nnnn
nnnn
nnnn
nnnn
nnnn
nnnn
nnnn
nnnn
nnnn
nnnn
nnnn
nnnn
Page: 8

OF WA TF9
� P
LrlLE COPY
o �c
Michael F. Easley, Governor ,
William G. Ross Jr., Secretary
North Carolina l,opai xnent of Environment and Natural Resources
Coleen H. Sullins, Director
Division of Water Quality
Asheville Regional Office
SURFACE WATER PROTECTION SECTION
January 2, 2009
Mr. Bill Green
Town of Andrews
Post Office Box 1210
Andrews, North Carolina 28901
Subject: Town of Andrews
Permit No. WQCS00103
Wastewater Collection System Map
Cherokee County
Dear Mr. Green:
Thank your for sending me a copy of the Town of Andrews sewage collection system
map prepared by Cherokee County. The County dida fine job of taking the NCONEMAP data
and producing a good starter collection system map. I have discussed with Trevor Lovin,
Cherokee County GIS Coordinator, where we go from here. Trevor indicates a willingness to
help the Town further. If you will, ask Red and Sammy to locate all manholes and missing sewers
on one of your paper copies, then the County could incorporate that new information into the
map. I encourage you to keep this project moving along.
Sincerely,
Roy Davis
Environmental Engineer
Cc:. PERCS Files
Surface Water Protection Central Files
Deborah Weatherly, Cherokee County
NorthCarolina
G:\WPDATA\DEMWQ\Cherokee\Andrews Collection System\Andrews, Letter re Mapping.08.doc Natlawlly
2090 U.S. Highway 70, Swannanoa, N.C. 28778 828/296-4500 (Telephone) 828/299-7043(Fax) Customer Service 877-623-6748

W ATF Michael F. Easley, Governor
O�0 9QG _ William G. Ross Jr., Secretary
YNorth Carolina uepartment of Environment and Natural Resources
r ® • Coleen H. Sullins, Director
> Division of Water Quality
Asheville Regional Office
SURFACE WATER PROTECTION
December 18, 2008
Mr. Bill Green, Town Clerk
Town of Andrews
Post Office Box 1210
Andrews, North Carolina 28901
Subject: Town of Andrews
Compliance Evaluation Inspection
Permit No. WQCS00103 .
Wastewater Collection System
Cherokee County
Dear Mr. Green:
Attached is the report resulting from the Town of Andrews' Collection System Permit
Compliance Evaluation Inspection that I conducted on December 16, 2008. The Town of
Andrews is making good progress in terms of compliance with the requirements of its Collection
System Permit.
The Town badly needsa comprehensive collection system map. A Town is in a
precarious position when that the Town's collections system map resides in the head of key
employees. You have got to get this information into computer or onto paper. I encourage you to
look into the possibility of a grant to allow the Town to contract with a consulting engineer to
prepare a GIS collection system map.
I encourage Dillard to continue collection of information which hopefully can some day
be made a part of a GIS collection system map. Just as a reminder, the Town's Collection
System Permit requires a map showing pipe size, pipe material, pipe location, flow direction, pipe
age, service taps, and sewage pumping station names and capacities. If it is still the plan to turn
information over to Cherokee County to layer the Town's collection system of the County's 911
map, you need to find some way to speed the collection of the necessary information.
For an interim collection system map I have asked Deborah Weatherly, IS
Administrator with Cherokee County, if she can make use of the NCONEMAP dav� produce a
collection system map for the Town of Andrews. Debbie just called to tell me that the map is
ready. Would you please arrange to have them picked up and send me a copy. The
NCONEMAP data was gathered in 1997. Even so it may give you a good starter map of the
Town's collection system.
2090 U.S. Highway 70, Swannanoa, N.C. 28778 828/296-4500 (Telephone) 828/299-7043(Fax) Customer Service 877-623-6748 NorthCarolina

Attached I am returning the Town's collection system Capital Improvements Plan with a
new page which allow the CIP to meet permit requirements. The next time I visit Andrews I will
bring an additional page for the Town's Spill Response Plan.
I encourage you to consider the purchase of a trailer mounted Closed Circuit
Television CCTV Camera to be used in sewer maintenance. Most towns find that a CCTV soon
pays for itself by preventing the unnecessary digging up of sewers. A person doing sewer
maintenance is working blind without a television camera to insert in a problem sewer.
I appreciate your time yesterday. Pleas do not hesitate to call me at 828-296-4500
should you need to discuss this inspection report
Sincerely,
Roy Da is
Environmental Engineer
Cc: PERCS Files
Surface Water Protection Central Files
Dillard Dockery, CSORC, Town of Andrews
G:\WPDATA\DEMWQ\Cherokee\Andrews Collection System\Andrews Inspection Cover Letter.08.doc

Compliance Inspection Report
Permit: WQCS00103 Effective: 12/31/03 Expiration: 02/28/07 Owner: Town of Andrews
SOC: Effective: Expiration: Facility: Andrews Collection System
County: Cherokee PO Box 1210
Region: Asheville
Andrews NC 28901
Contact Person: Mitch Rhinehardt Billing Title: Phone:
Directions to Facility:
System Classifications:
Primary ORC: Certification: Phone:
Secondary ORC(s):
On -Site Representative(s):
Related Permits:
NC0020800 Town of Andrews - Andrews VWVTP
Inspection Date: 12/16/2008 Entry Time: 09:45 AM Exit Time: 12:00 PM
Primary Inspector: Roy M Davis Phone: [phone]
Ext.4659 .
Secondary Inspectors):
Reason for Inspection: Routine Inspection Type: Compliance Evaluation
Permit Inspection Type: Collection system management and operation
Facility Status: Q Compliant ■ Not Compliant.
Question Areas:
Miscellaneous Questions Performance Standards Operation & Maint Reqmts Records
. Monitoring & Rpting ■ Inspections Pump Station ® Manhole
Reqmts
Lines
(See attachment summary)
Page: 1

Permit: WQCS00103 Owner - Facility: Town of Andrews
Inspection Date: 12/16/2008 Inspection Type: Compliance Evaluation Reason for Visit: Routine
Inspection Summary:
The Town's greatest Collection System documentation need is in the area of mapping.
Page: 2

Permit: WQCS00103 Owner - Facility: Town of Andrews
Inspection Date: 12/16/2008 Inspection Type: Compliance Evaluation Reason for Visit: Routine
D—F.,p— - cf——A- Yes No NA NE
Is Public Education Program for grease established and documented?
What educational tools are used?
Displayed handouts at Town Hall.
Is Sewer Use Ordinance/Legal Authority available?
Does it appear that the Sewer Use Ordinance is enforced?
Is Grease Trap Ordinance available?
Is Septic Tank Ordinance available (as applicable, i.e. annexation)
List enforcement actions by permittee, if any, in the last 12 months
Has an acceptable Capital Improvement Plan (CIP) been implemented?
Does CIP address short term needs and long term 1"master plant concepts?
Does CIP cover three to five year period?
Does CIP include Goal Statement?
Does CIP include description of project area?
Does CIP include description of existing facilities?
Does CIP include known deficiencies?
Does CIP include forecasted future needs?
Is CIP designated only for wastewater collection and treatment?
Approximate capital improvement budget for collection system?
Total annual revenue for wastewater collection and treatment?
CIP Comments
Is system free of known points of bypass?
If no, describe type of bypass and location
NA
Is a 24-hour notification sign posted at ALL pump stations?
# Does the sign include:
Instructions for notification?
Pump station identifier?
24-hour contact numbers
If no, list deficient pump stations
None
is❑❑❑
❑❑❑
®❑ ❑ ❑
■ ❑ ❑ ❑
®❑❑❑
®❑ ❑ ❑
■ ❑ ❑ ❑
®❑❑❑
® ❑ ❑ ❑
■ ❑ ❑ ❑
$100,000.00
$403,178.00
■ ❑ ❑ ❑
Page: 3

Permit: WQCS00103 Owner - Facility: Town of Andrews
Inspection Date: 12/16/2008 Inspection Type: Compliance Evaluation Reason for Visit: Routine
# Do ALL pump stations have an "auto polling" feature/SCADA? n M ❑ ❑
Number of pump stations 4
Number of pump stations that have SCADA
Number of pump stations that have simple telemetry
Number of pump stations that have only audible and visual alarms
Number of pump stations that do not meet permit requirements
# Does the permittee have a root control program?
# If yes, date implemented?
Describe:
NA
Comment:
Inspections
Are maintenance records for sewer lines available?
Are records available that document_ pump station inspections?
Are SCADA or telemetry equipped pump stations inspected at least once a week?
Are non-SCADA/telemetry equipped pump stations inspected every day?
Are records available that document citizen complaints?
# Do you have a system to conduct an annual observation of entire -system?
# Has there been an observation of remote areas in the last year?
Are records available that document inspections of high -priority lines?
Has there been visual inspections of high -priority lines in last six months?
Comment: .
Operation & Maintenance Requirements
Are all log books available?
Does supervisor review all log books on a regular basis?
Does the supervisor have plans to address documented short-term problem areas?
What is the schedule for reviewing inspection, maintenance, & operations logs and problem areas?
Are maintenance records for equipment available?
Is a schedule maintained for testing emergency/standby equipment?
What is the schedule for testing emergency/standby equipment?
0
2
4
0
❑IN❑❑
M 0 n n
moan
®❑ ❑ ❑
®❑❑❑
®❑❑❑
®❑❑❑
®❑❑❑
®❑❑❑
®❑ ❑ ❑
■ ❑ ❑ ❑
®❑n❑
Generators -weekly
Page: 4

Permit: WQCS00103 Owner - Facility: Town of Andrews
Inspection Date: 12/16/2008 Inspection Type: Compliance Evaluation
Reason for Visit: Routine
Do pump station logs include:
Inside and outside cleaning and debris removal?
s
❑
❑
❑
Inspecting and exercising all valves?
❑
❑
❑
Inspecting and lubricating pumps and other equipment?
n
❑
Cl
Inspecting alarms, telemetry and auxiliary equipment?
❑
❑
❑
Is there at least one spare pump for each pump station w/o pump reliability?
❑
❑
EN
❑
Are maintenance records for right-of-ways available?
❑
❑
®
❑
Are right-of-ways currently accessible in the event of an emergency?
®❑
❑
❑
Are system cleaning records available?
®
❑
❑
❑
Has at least 10% of system been cleaned annually?
®❑
❑
❑
What areas are scheduled for cleaning in the next 12 months?
Is a Spill Response Action Plan available?
®❑
Cl
❑
Does the plan include:
24-hour contact numbers
®
n
❑
n
Response time
■
❑
❑
❑
Equipment list and spare parts inventory
❑
®❑
❑
Access to cleaning equipment
n■❑❑
Access to construction crews, contractors, and/or engineers
®
Cl
❑
❑
Source of emergency funds
❑
❑
❑
Site sanitation and cleanup materials
®❑
❑
❑
Post-overflow/spill assessment
❑
®❑
❑
Is a Spill Response Action Plan available for all personnel?
®❑
❑
❑
Is the spare parts inventory adequate?
❑
m
o
n
Comment:
Records
Yes
No
NA
NE
Are adequate records of all SSOs, spills and complaints available?
❑
❑
®
❑
Are records of SSOs that are under the reportable threshold available?
®❑
❑
❑
Do spill records indicate repeated overflows (2 or more in 12 months) at same location?
❑
■
❑
❑
If yes, is there a corrective action plan?
❑
❑
■
❑
Is a map of the system available?
❑
■
❑
❑
Page: 5

Permit: WQCS00103 Owner - Facility: Town of Andrews
Inspection Date: 12/16/2008 Inspection Type: Compliance Evaluation Reason for Visit: Routine
Does the map include:
Pipe sizes
❑
®❑
❑
Pipe materials
❑
!
❑ ❑
Pipe location
❑
®❑
Cl
Flow direction
❑
®❑
❑
Approximate pipe age
❑
®❑
❑
Number of service taps
❑
®❑
❑
Pump stations and capacity
Cl
®❑
❑
If no, what percent is complete? 20
List any modifications and extensions that need to be added to the map
Town desperately needs a collectiori system map.
# Does the permittee have a copy of their permit? ®❑ ❑ ❑
Comment:
Monitoring and Repotting Requirements
Yes
No
NA
NE
Are copies of required press releases and distribution lists available?
❑
❑
®
❑
Are public notices and proof of publication available?
❑
❑
®
❑
# Is an annual report being prepared in accordance with G.S. 143-215.1 C?
®❑
❑
❑
# Is permittee compliant with all compliance schedules in the permits?
❑
❑
❑
If no, which one(s)?
Comment:
Page: 6

i
1

Permit: WQCS00103
SOC:
County: Cherokee
Region: Asheville
Compliance Inspection Report
Effective: 12/31/03 Expiration: 02/28/07 Owner: Town of Andrews
Effective: Expiration: Facility: Andrews Collection System
PO Box 1210
Contact Person: Mitch Rhinehardt Billing Title:
Directions to Facility:
System Classifications:
Primary ORC:
Secondary ORC(s):
On -Site Representative(s):
Related Permits:
NC0020800 Town of Andrews - Andrews MVfP
2'L Ico�po oC�
Inspection Date: Entry Time: 01:00 PM
Primary Inspector: Roy M Davis
Secondary Inspector(s):
Andrews NC 28901
Phone:
Certification:
Exit Time: 03:30 PM
Phone:
Phone: [phone]
Ext.4659
Reason for Inspection: Routine Inspection Type: Compliance Evaluation
Permit Inspection Type: Collection system management and operation
Facility Status: ■ Compliant ❑ Not Compliant
Question Areas:
Miscellaneous Questions Performance Standards Operation & Maint Reqmts Records
■ Monitoring & Rpting ■ Inspections Pump Station Manhole
Reqmts
Lines
(See attachment summary)
Page: 1

Permit: WQCS00103 Owner - Facility: Town of Andrews
Inspection Date: 09/12/2007 Inspection Type: Compliance Evaluation Reason for Visit: Routine
Inspection Summary:
Town needs to put in place program to educate its customers on the proper disposal of residential grease
Town needs to adopt a collection system Capital Improvements Plan (CIP) which spans a three to five year period of time,
includes a Goals Statement, described the collection system service area, described the existing system, discusses
known deficiencies, and discusses forecasted future needs.
At time of the next inspection the Town should have a revenue statement present.
Town should maintain written records documenting twice yearly inspection of its one aerial crossing.
Even though the Town has to mow only 500-600 feet of sewer right-of-way, written records of this activity should be
maintained.
The Town should add to its Spill Response Action Plan phone numbers of contractors and septic,tank pumping
companies who might be called in event of a collection system emergency.
encourage the Town to move in the direction of GIS mapping for its collection system.
Page: 2

Permit: WQCS00103 Owner - Facility: Town of Andrews
Inspection Date: 09/12/2007 Inspection Type: Compliance Evaluation
Reason for Visit: Routine
Performance Standards
Yes No
NA
NE
M
0
El
Is Public Education Program for grease established and documented?
/K
�'-
What educational tools are used?
None at present. �—
Is Sewer Use Ordinance/Legal Authority available?
M
Does it appear that the Sewer Use Ordinance is enforced?
n
Cl
■
Is Grease Trap Ordinance available?
Is Septic Tank Ordinance available (as applicable, i.e. annexation)
Q n
n
■
List enforcement actions by permittee, if any, in the last 12 months
None.
Has an acceptable Capital Improvement Plan (CIP) been implemented?
XM
❑
❑
Does CIP address short term needs and long term Vmaster plan\" concepts?
❑ M
❑
Cl
Does CIP cover three to five year period?
n■n❑
Does CIP include Goal Statement?
❑ M
Does CIP include description of project area?
M
Does CIP include description of existing facilities?
n ■
n
Does CIP include known deficiencies?
❑ M
Does CIP include forecasted future needs?
M
Q
Is CIP designated only for wastewater collection and treatment?
❑ m
❑
Q
Approximate capital improvement budget for collection system? -17,1111 p•o" t7 I7
ti
Total annual revenue for wastewater collection and treatment? ? 2r 5 + I Z O Co)-�-Q^
CIP Comments
Town has ordered parts to rebuild the Huddle House Lift Station.
Is system free of known points of bypass?
If no, describe type of bypass and location
NA
Is 24-hour notification sign at ALL stations?
X11 ❑
❑
a posted pump
# Does the sign include:
Instructions for notification?
Xb n
❑
Pump station identifier?
o ❑
Q
24-hour
X 0 Q
contact numbers
If no, list deficient pump stations
None
Page: 3

Permit: WQCS00103 Owner - Facility: Town of Andrews
Inspection Date: 09/12/2007 Inspection Type: Compliance Evaluation Reason for Visit: Routine
# Do ALL pump stations have an "auto polling" feature/SCADA? Q ■ ❑ ❑
Number of pump stations 4
Number of pump stations that have SCADA 0
Number of pump stations that have simple telemetry C.,&V—,,,-�-�-�0 2
Number of pump stations that have only audible and vi ual adeLrras
Number of pump stations that do not r�eet pe' rmit requirements 0
# Does the permittee have a root control program? ^ v�
# If yes, date implemented?
Describe:�'�
NA CLU
Comment:
Inspections Yes No NA NE
Are maintenance records for sewer lines available? ■ ❑ ❑ ❑
Are records available that document pump station inspections? �n
Are SCADA or telemetry equipped pump stations inspected at least once a week? �c] ❑
Are non-SCADA/telemetry equipped pump stations inspected every day? X ❑ ❑ Q
Are records available that document citizen complaints? Xn ❑ ❑
# Do y_ou�have a system to conduct
-aan�aynnupl observation ofentiresystem? � n 0
# Has there �n a observation of remoteareas in the last year? �n
Are records available that document inspections of high -priority lines? ■ ❑
Has there been visual inspections of high -priority lines in last six months? 1*0 ❑ ❑
Comment: Town has one high -priority line.
Operation & Maintenance Requirements Yes No NA NE
Are all log books available? ❑ ❑ ❑
Does supervisor review all log books on a regular basis? /\ ❑ ❑ ❑
Does the supervisor have plans to address documented short-term problem areas? n fl
What is the schedule for reviewing inspection, maintenance, & operations logs and problem areas?
As needed.
Are maintenance records for equipment available? ■ ❑ O
Is a schedule maintained for testing emergency/standby equipment? ■ ❑ ❑ 0
What is the schedule for testing emergency/standby equipment? r!ie% -fir generators.
Page: 4

Permit: WQCS00103 Owner - Facility: Town of Andrews
Inspection Date: 09/12/2007 Inspection Type: Compliance Evaluation Reason for Visit: Routine
Do pump station logs include:
Inside and outside cleaning and debris removal?❑ ❑
Inspecting and exercising all valves?
Inspecting and lubricating pumps and other equipment?
Inspecting alarms, telemetry and auxiliary equipment?
Is there at least one spare pump for each pump sta�ti�on w/o pump reliability
Are maintenan a records for right-of-ways availaba le?
Are right-of-ways currently accessible in the event of an emergency?
Are system cleaning records available?
Has at least 10% of system been cleaned annually?
What areas are scheduled for cleaning in the next 12 months?
Whitaker Lane.
Is a Spill Response Action Plan available?
Does the plan include:
24-hour contact numbers
Response time
Equipment list and spare parts inventory
Access to cleaning equipment
Access to construction crews, contractors, and/or engineers
Source of emergency funds
Site sanitation and cleanup materials
Post-overflow/spill assessment
Is a Spill Response Action Plan available for all personnel?
Is the spare parts inventory adequate?
Comment:
Are adequate records of all SSOs, spills and complaints available?
Are records of SSOs that are under the reportable threshold available?
Do spill records indicate repeated overflows (2 or more in 12 months) at same location?
If yes, is there a corrective action plan?
Is a map of the system available?
❑❑❑
❑ ❑ ❑
❑❑❑
■❑❑❑
❑ ❑ KC)
❑ Cl �(❑
❑ }<❑ ❑
n ❑ An
■ ❑ ❑ ❑
Page: 5

Permit: WQCS00103 Owner - Facility: Town of Andrews
Inspection Date: 09/12/2007 Inspection Type: Compliance Evaluation Reason for Visit: Routine
Does the map include:
Pipe sizes
Pipe materials
Pipe location
Flow direction
Approximate pipe age
Number of service taps
Pump stations and capacity
If no, what percent is complete?
List any modifications and extensions that need to be added to the map
Town needs a layered GIS collection system map.
# Does the permittee have a copy of their permit?
Comment:
Monitoring and Reporting Requirements
Are copies of required press releases and distribution lists available?
Are public notices and proof of publication available?
# Is an annual report being prepared in accordance with G.S. 143-215.1C?
# Is permittee compliant with all compliance schedules in the permits?
If no, which one(s)?
Comment: .
OMC/TEAM INDUSTRIES - US 19 & 74 at Marble
viant Koaa
Pump Station
Pump station type
Are pump station logs available?
Is it accessible in all weather conditions?
# Is general housekeeping acceptable?
Are all pumps present?
Are all pumps operable?
Are wet wells free of excessive debris?
Are upstream manholes free of excessive debris/signs of overflow?
■ ❑ ❑ ❑
Duplex
Page: 6

Permit: WQCS00103 Owner - Facility: Town of Andrews
Inspection Date: 09/12/2007 Inspection Type: Compliance Evaluation Reason for Visit: Routine
Are floats/controls for pumps/alarms operable?
❑
❑
❑
■
Is "auto polling" feature/SCADA present?
n
n
n
Is "auto polling" feature/SCADA operational?
❑
■
n
❑
Is simple telemetry present?
■
n
n
n
Is simple telemetry operational?
■
n
❑
n
Are audio and visual alarms present?
■
❑
❑
Cl
Are audio and visual alarms operable?
■
n
❑
n
Is the Pump station inspected as required?
■
Cl
❑
El
Are backflow devices in place?
■
n
E)
Q
Are backflow devices operable?
■
n
n
❑
Are air relief valves in place?
❑
❑
n
■
Are air relief valves operable?
n
❑
n
■
# Is an emergency generator available?
■
❑
❑
n
Can the emergency generator run the pumps?
■
❑
n
Is the pump station equipped for quick hook-up?
n
❑
■
Cl
Is the generator operable?
■
n
n
n
# Is fuel in tank and sufficient?
■
❑
❑
Is the generator inspected according to their schedule?
■
0
El
El
Is a 24-hour notification sign posted?
■
❑
n
n
Does it include:
Instructions for notification?
■
n
❑
n
Pump station identifier?
■
n
n
n
Emergency phone number
■
Cl
n
❑
Is public access limited?
■
Cl
❑
❑
Is pump station free of overflow piping?
■
n
❑
Cl
Is the pump station free of signs of overflow?
■
❑
❑
❑
Are run times comparable for multiple pumps?
No.
Comment: Town needs to leave long handled hook at this station in order to reach
and test floats.
Page: 7

OF W ATF l �-
` Michael F. Fasley, Governor
William G. Ross Jr., Secretary
North Carolina Department of Environment and Natural Resources
Alan W. Klimek, Y.E. Director
Division of Water Quality
The unit of government for whom you work has a collection system permit issued by the Division of Water Quality.
it is our plan to conduct an annual Compliance Evaluation inspection of your program for operating, maintaining
and improving your collection system. The inspection will consist of a review of ordinances, logs, budgets and
inspections of sewers, equipment, pump stations and right-of-ways. The purpose of this letter is to tell you the
type documents:we would like for you to have present for the inspection and the order we would like to see them.
1. Grease reduction Public Education Program (established and documented)
2. Sewer Use Ordinance and Legal Authority for Ordinance
3. Grease trap ordinance
4. Septic tank ordinance
a. enforcement actions within the past 12 months
5. Capital Improvement Plan
6. Maintenance records for sewer lines
7. Records recording citizen complaints
8. Record of sewer system overflows (SSO's)
a. sewer system overflow press releases and distribution list
9. Records documenting annual inspection of entire system
10. Records documenting semiannual inspection of high priority lines
11. Maintenance logs of major equipment used to clean and maintain sewer system including
startup records of stand-by power units.
12. Pump station inspection, operation and maintenance logs
13. Right-of-way maintenance records
14. System cleaning records
15. Spill response action plan
16. Spare part inventory
17. System map
18. Sewer system budget including revenue
19. Most recent Collection System Annual Report
20. Your Collection System Permit.
It is obvious that the purpose of the above, rather lengthy, list is to help you document what you are doing in the
way of sewer system operations and maintenance. These same records allow us to determine compliance with
permit requirements. We want to see a little fancy footwork when we conduct an inspection. If you use loose
paper records we would like to see files organized, titled, complete, present and stacked neatly. If you use
loose-leaf notebooks, dividers should be used between sections. We are more than pleased to sit in front of a
computer screen during the inspection if you use computer -based records. Behind a system of well organized
records we obviously want a solid program of sewer operations, maintenance, rehabilitation and replacement
leading to the reduction, as far as possible, in the occurrence of sewer system overflows and the amount of
infiltration and inflow arriving at wastewater treatment plants.
Roy Davis, Environmental Engineer, Asheville Regional Office, 828-296-4659
Don Price, Wastewater Treatment Plant Consultant, Asheville Regional Office, 828-296-4500
TXTRMD, Collection system inspection 2 NoiihCarolina
North Carolina Division of Water Quality 2090 U.S. Highway 70 Swannanoa, NC 28778 Phone [phone] Customer Service
Internet: h2o.enrstate.nc.us FAX [phone]

Meet the Staff - Southwestern Commission
Page 1 of 4
Staff Director
Meet the Staff
sorted by Last Name
A B C D E F G H I J K L M
N O P Q R S I U V W X Y Z
Staff Directory sorted by Last Name
Name
B
Mary Barker
iC
Cook, Beth
G
Sandi Garrett
Bill Gibson
Vicki Greene
Laura Grindstaff
H
Marian Hill
Laurie Hyatt
I
Debra Ivey
L
Lisa Ledford
M
Jeanne Mathews
Sara Melton
Cindy Miles
S
Ryan Sherby
T
Tom Tyre
Title
Administrator
Business Services Rep
Last updated 9/25/08
sorted by Department
Administration & Support
Area Agency on Aging
Finance
Planning & Developmen
Workforce Development
Phone: [phone]•Fax: [phone]
Department Phone E-mail
Area Agency on Aging 216 mart'@regiona.org
Workforce Dev
Workforce Dev Specialist Workforce Dev
Executive Director
Director Planning, Dev, &
Workforce
Workforce Dev Prog Asst Workforce Dev
Community Dev Admin
Accounting Technician
Office Manager
Planning & Dev
Administrative Support
213 beth(a)regiona.org
sandi(cbregiona.org
219 bill(regiona.org
210 vicki(a)regiona.org
J_aura@reg ona.or�7c.
marianCalregiona.org
202 Iaurie(o)regiona.org
Administrative Support 201 debra(cbregiona.org
MIS Specialist Workforce Dev
Aging Program Coord Area Agency on Aging
Ombudsman Area Agency on Aging
Family Caregiver Support Area Agency on Aging
Coordinator
RPO Planner Planning & Dev
Community Dev Admin Planning & Dev
206 Iisa0)regiona,org
217 [e-mail]
220 sarajane alregiona.org
218 cindy_@re iona.org
214 rvan(a)regiona.org
208 tom(a)regiona,org
http://www.regiona.org/commission/staff.htm 12/15/2008

Meet the Staff - Southwestern Commission
Page 2 of 4
1nl
Roger Wiggins Fiscal Officer
Staff Directory sorted by Department
Administration & Support
Area Agency on Aging
Finance
Planning & Development
Workforce Development
ADMINISTRATION & SUPPORT
Finance 203 roge(dregiona.org
i
III ibsori, ' xecutive Director
8.58 62 ext. 219
bill Ca regiona.org
Debra Ivey, Office Manager
828.586.1962, ext. 201
debra(�bregiona.org
photo Laurie Hyatt, Accounting Technician
not 828.586.1962, ext. 202
available
[e-mail]
AREA AGENCY ON AGING
Mary Barker, Administrator
°. 828.586.1962, ext. 216
[e-mail]
our mailing address is:
Southwestern Commission
125 Bonnie Lane
Sylva, NC 28779
Phone: [phone]
Fax: [phone]
Jeanne Mathews, Aging Program Coordinator
828.586.1962, ext. 217
[e-mail]
Sara Melton, Ombudsman
828.586.1962, ext. 220
saraja neCd)regiona.org
photo Cindy Miles, Family Caregiver Support Coordinator
not 828.586.1962, ext. 218
available cind @recliona.org
http://www.regiona.org/commission/staff.htm 12/15/2008

Meet the Staff - Southwestern Commission
Page 3 of 4
FINANCE
Roger Wiggins, Fiscal Officer
" 01
828.586.1962, ext. 203
[e-mail]
PLANNING & DEVELOPMENT
,Director of Planning, Development & Workforce
h9� 828.586.1962, ext. 210
[e-mail]
Marian Hill, Community Development Administrator
828.586.1962
i
mari.an_@req iona.o.rg.
photo r Sh,ery RPO Planner I S ���5�
not 28 =8 ,1 ` 62, ext. 214
available [e-mail]
L
Tom Tyre, Community Development Administrator
828.586.1962, ext. 208
tom_aregiona..org.
photo Beth Cook, Business Services Representative
not 828.586.1962, ext. 213
available [e-mail]
r Sandi Garrett, Workforce Development Specialist
828.586.1962
[e-mail]
photo Laura Grindstaff, Workforce Development Program Assistant
not 828 586.1962
available
laura.@reciiona...or�c.
Lisa Ledford, MIS Specialist
828.586.1962, ext. 206
[e-mail]
back to too
http://www.regiona.org/commission/staff.htm 12/15/2008

i0/a316B
Ceram i ,, 'i� o��✓%+�v..d�-��/

Andrews Capital Improvement Program
Wastewater Treatment Program
July 1, 2008
In order to provide for the orderly replacement of high priority pieces of equipment
in the Wastewater Program for the Town of the Andrews, the following program is
established setting the replacement (rebuilding) schedule:
1. Pump station located on Locust Street (Huddle House -BP Station).
Majority of the pumping and interior fixtures were purchased in the
2007-2008 fiscal year. 2008-2009 fiscal year will purchase the electrical
components and the project will get underway in Spring 2009.
2. Refurbishment of pump station located behind Solo station, identified as
The Middle School pump station. Pumps will be refurbished, new seals
installed and piping inspected. Controls for station will be refurbished
and the emergency generator certified for use. Planed timeframe for this
work is the 2009-2010 fiscal year.
3. Refurbishment of pumps and controls of the pump station located at
Team Industries. Emergency generator certified for use. Planned
timeframe for this work is the 2010-2011 fiscal year.
4. Refurbishment of pumps and controls of the pump station located at
the Tri-County Community College Machinist Program Campus in
,Marble. Emergency generator to be certified for use. Planned timeframe
for this work is the 2011-2012 fiscal year.
5. Refurbish pumps at Wastewater treatment plant. Refurbish Micro -
Screen grit removal system. Rework trickling filters and related
equipment. Planned timeframe for this work is the 2012-2013 fiscal year.
Bill Green, Town Administrator
June 27, 2008

TOWN of ANDREWS
COLLECTION SYSTEM CAPITAL IMPROVEMENTS PLAN
It is the goal of the Town of Andrew to collect the Town's wastewater, reducing to
the extent possible the number of Sanitary Sewer Overflows and sewer
blockages experienced, at a cost affordable to its residents. In order to reduce
the cost of transporting and treating the Town's wastewater the Town will, at
every opportunity, eliminate sources of Infiltration/Inflow.
The collection system serves the Town of Andrews and a portion of Cherokee
County, primarily to the west of Town where industrial development has
occurred.
The existing system consists of gravity line, man holes, four duplex pumping
stations and the associated force mains. Two of the pump stations are equipped
with telemetry and three of the pump stations are equipped with permanently
installed emergency power generators.
Collection system deficiencies relate primarily to the pump stations. The Huddle
House -BP Station pump station in particular is in desperate need of rebuilding.
Approximately sixty percent of the Town's gravity lines are terracotta. Over time
joint material will can be expected to loosen allowing groundwater entry and root
penetration. Replacement of terracotta lines will be a long term project.

Sanitary Sewer overflows occurring after hours and on weekends shall be
reported to the State Emergency Operations Center at [phone].
Equipment and material available to the Town to use in responding to a Sanitary
Seer Overflow include, trucks, backhoe, trailer mounted jetter, lime
When the Sanitary Sewer Overflow is over Town personnel will clean the line
having experienced the overflow using a jetter. The line will be inspected using a
closed circuit television camera. Information derived from use of the television
camera will help to determine whether any further action is needed to reduce the
possibility of an overflow from the same line segment

I
WASTEWATER COLLECTION SYSTEM
SPILL RESPONSE PLAN
TOWN OF ANDREWS
CHEROKEE COUNTY, NORTH CAROLINA
McGMASSOCIATES
Engineering • Planning ® Finance
Post Office Box 2259
Asheville, North Carolina 28802
NOVEMBER 2008
08.00362

PURPOSE
This plan is to be implemented by staff of the Town of Andrews, North Carolina, in the
event of a sanitary sewer overflow or other wastewater spill from the wastewater collection
system.
GENERAL INFORMATION
Wastewater Collection System Permit Number
Wastewater Treatment Facility NPDES Permit Number
KEY PERSONNEL CONTACT INFORMATION
Key Personnel
TOWN OF ANDREWS
Dillard Dockery, Collection System Operator in Responsible Charge
Sammy Holloway, Collection System Backup Operator
Bill Green, Town Administrator
Town of Andrews Town Hall
1101 Main Street, Andrews, North Carolina
EMERGENCY
All Emergencies — Cherokee County Central Dispatch
Police — Town of Andrews Police Department
Fire — Andrews Volunteer Fire Department
Rescue — Cherokee County Rescue Squad
WQCS00103
NCO020800
Telephone
828-557-2758 Mobile
828-321-8613 Home
828-557-2756 Mobile
828-321-5111 Main 1
828-321-3113 Main 2
911
828-321-9814 Main
828-321-4200 Main
828-837-7310 Main
REGULATORY
North Carolina Division of Water Quality, Asheville Regional Office 828-296-4500 Main
2090 Highway US 70, Swannanoa, North Carolina 28778 828-299-7043 Fax
Roy Davis, Surface Water Protection Section 828-296-4659 Direct
Cherokee County Health Department, Andrews Office 828-321-4167 Main
CONTRACTORS
Construction — J&B Construction 828-361-1879 Mobile
Post Office Box 1249, Andrews, North Carolina 28901 828-321-4446 Main
John Beaver
Electrical — Midnight Electric 828-321-4279 Mobile
Post Office Box 1566, Andrews, North Carolina 28901
J. D. Queen
Parts and Supplies — HD Supply Waterworks 828-274-8282 Main
1129 Sweeten Creek Road, Asheville, North Carolina 28803 828-274-8296 Fax
Bill Sullivan
Engineering — McGill Associates, P.A., Asheville Office 828-252-0575 Main
55 Broad Street, Asheville, North Carolina 28801 828-252-2518 Fax
Mike Waresak, P.E.
Wastewater Collection System 2 October 2008
Spill Response Plan Town of Andrews, North Carolina

INITIAL RESPONSE
1. The Operator in Responsible Charge, or the backup operator, will attempt to make a
preliminary assessment of the spill within 15 minutes after detecting the spill or receiving
the initial report of a spill.
0 Visit the spill site
• Detennine appropriate response
• Request assistance from key personnel as required
o Use town staff when possible
o Employ a local contractor as deemed necessary
2. Stop or minimize continued spillage.
3. Contain and clean up the spill where possible.
4. Determine the cause of the spill.
5. Assess the magnitude of the spill and the potential environmental impact.
6. Document the spill type, approximate volume, location, time of first detection or report
and name(s) of respondent(s).
POST SPILL RESPONSE AND REPORTING
1. Place a copy of the spill documentation in the town's files for future reference.
2. The Operator in Responsible Charge, or the designee, will notify person at the North
Carolina Division of Water Quality (telephone [phone]) as soon as possible, but no
later than 24-hours after detecting the spill or receiving the initial report of a spill, IF:
• The spill reached surface waters or other "waters of the state", or
® The spill exceeded one -thousand (1,000) gallons
3. Within 48 hours after a wastewater spill of 1,000 gallons or more to surface waters:
• Issue a press release, specifying the details of the spill, to all print and electronic
news media that provide general coverage in the county where the spill occurred.
• Use the following required language:
NOTICE OF DISCHARGE OF UNTREATED SEWAGE
The City/Town had a discharge of untreated wastewater from our collection or treatment
system component ( e.g. pump station treatment unit sewer main). located at
street/highway of approximately gallons. The discharge occurred on month, day, time
Wastewater Collection System 3 October 2008
Spill Response Plan Town of Andrews, North Carolina

M
for approximately _ hours. The untreated wastewater entered ( creek of the)
river (basin). The (list action taken) e.g. : pump was replaced, blockage removed and pipe
routed to prevent further discharge. This notice was required by North Carolina General
Statutes Article 21 Chapter 143.215.0
Example:
NOTICE OF DISCHARGE OF UNTREATED SEWAGE
The Town of Greenwood Valley had a discharge of untreated sewage from our pump
station located at 1450 Main Street of approximately 30,000 gallons. The discharge was
first discovered on December 7, 1999 at 2:00 p.m. and lasted for approximately 5 hours.
The untreated wastewater entered Bear creek of the Neuse River basin. The pump motor
was replaced to prevent further discharge. This notice was required by North Carolina
General Statutes Article 21 Chapter 143.215.0
• Retain a copy of the press release and a list of the media to which it was
distributed for at least one (1) year after the discharge.
• Provide a copy of the press release and the list of media to which it was
distributed to any person upon request.
• Note that a copy of the North Carolina General Statutes 143-215.1C is presented
in the Appendix.
4. In the event of a spill of 15,000 gallons or more to surface waters:
• Perfonn the same actions as for a wastewater spill of 1,000 gallons or more to
surface waters.
• Submit to the North Carolina Division of Water Quality the proposed language of
a notice, using the language shown above, that will be published in a newspaper
that provides general coverage in the county where the spill occurred.
• Receive from the North Carolina Division of Water Quality approval of the
proposed notice language, a determination of the counties downstream of the
point of discharge that are significantly affected by the discharge, and a list of
newspapers in which to publish the notice.
• Publish the notice within 10 after receiving the response from the North Carolina
Division of Water Quality.
Submit a copy of the notice and all proofs of publication, within 30 days after the
notice is published, to the North Carolina Division of Water Quality.
Wastewater Collection System 4 October 2008
Spill Response Plan Town of Andrews, North Carolina

• Note that a copy of the North Carolina General Statutes 143-215.1 C is presented
in the Appendix.
5. Take action to eliminate the cause(s) of the spill and prevent future spills.
SOURCE CONTROL AND CONTAINMENT PROCEDURES
Depending on the nature of the spill or overflow, the initial assessment should indicate
the priority of source control and/or containment.
1. When the spill source can be isolated through valves, plugs or other methods, the flow
should be discontinued immediately or reduced to the least possible volume.
2. If the pumps at a wastewater pump station are not operating, check the control panel for
the following;
• Verify the power supply is on.
• Verify if the circuit breaker tripped.
• If the circuit breaker is closed, check the thennal overload.
• If the thennal overload is OK, check the fuses (if you are trained to do so).
• Detennine if the pump straining.
• Detennine if the pump is clogged with debris.
• Determine if the pump motor smells like it is burning.
• Call an electrician for emergency service as required.
3. Contairunent methods will typically include:
• Sand or dirt dikes and dams. (Small streams, creeks)
• Holes or pits. (To prevent run off to surface waters)
4. If the spill event resulted from an area wide power outage you should contact the power
company and identify your site as critical. You must have account number for the pump
station location.
5. If the problem is mechanical in nature, retrieve parts from inventory and make repairs.
Re -order parts as they are used.
Wastewater Collection System 5 October 2008
Spill Response Plan Town of Andrews, North Carolina

RESPONSE FOR SPILLS ON MAJOR INTERCEPTOR RIGHT OF WAY
1. Restrict access to the spill site until response is complete.
2. In open areas lime, remove debris and lime site rotor -till if needed. Re -seed and mulch
with straw.
3. In areas where there is under growth and small trees, flush area with potable water until
no waste remains. Wait twelve to twenty four hours then lime the area. Be certain that
lime does not flush to receiving stream.
RESPONSE FOR SPILLS IN A CITEZEN'S YARD
L Restrict access to the spill site until response is complete.
2. Till entire area if possible. Apply lime and follow with seed and straw.
3. If waste/debris not visible apply lime and 2 inches of top soil and mix thoroughly. Apply
lime lightly, seed and mulch.
RESPONSE FOR SPILLS ON PAVED SURFACES
1. , Set up containment at or near the storm drainage system. Do not let the spill enter the
stone drain system.
2. Restrict access to the spill site until response is complete.
3. Spread lime on spillage and sand or other material to a depth of one inch. Let this
material absorb for one hour, then sweep up. Dispose of debris appropriately. If spill is
still evident repeat application.
4. After removing the contaminated material, wash down area with high pressure water and
bleach.
5. Pump clean up materials and wash water into sanitary sewer.
RESPONSE FOR SPILLS IN A CREEK OR STREAM
1. Restrict access to the spill site until response is complete. `
2. Take conductivity readings of the creek upstream and downstream to determine were
temporary darn should be placed.
Wastewater Collection System 6 October 2008
Spill Response Plan Town of Andrews, North Carolina

3. The dam should be constructed near a manhole which is accessible to the jet rodder and
vacuum truck.
4. Dam should be placed below the spill as indicated by low conductivity reading.
5. Construct a dam sized to contain the flow of water plus any flush water added during
clean up.
6. Station two pumps at the spill site, one to use one for back-up.
7. Have a back hoe at the site for darn repairs as needed.
8. Wash down all rip rap in stream bed until no residue is evident.
9. Collect samples of stream water upstream and downstream of the spill location and
analyze them for fecal coliform.
10. Repeat sampling until normal, background counts 500 cts/100 ml.
11. If settled sludge evident sweep bottom until clean.
12. If creek or stream is recreational water notify the affected community and local officials
as soon as the problem is discovered.
Wastewater Collection System 7 October 2008
Spill Response Plan Town of Andrews, North Carolina

ANDREWS Pf' IP STATION LOB'
MONTHLY REPORT WORK SHEET
Month:
Year:
Location:
Employee Name:
N 2i�TeF �Wf&jg�A
L geVAIC
J%
,
Z
Inspect -1
Clean - C
Cycle Floats -CF
Inspect -1
Exercise -E
Inspect -1
Exercise -E
Inspect -1
Lubricate -L
Inspect -1
Cycle -C
In
Cycle -C
Time in
Time Out
items
Report any safety issue to
Supervisor: Report all maintenance
to Public Works Director
2
3
4
5
6
7
8
9
10
11
12
13
14
15
16
17
18
19
20
21
22
23
24
25
26
27
28
29
0

� \NA�'�/J�/ � � Michael F. Easley, Governor
coy,
7 William G. Ross Jr., Secretary
> North Carolina Department of Environment and Natural Resources
Coleen H. Sullins, Director
Division of Water Quality
SURFACE WATER PROTECTION SECTION
September 19, 2007
Bill Green
Town of Andrews
Andrews WWTP
P.O. Box 217
Andrews, NC 28901
SUBJECT: Privately -owned Collection Systems
and Privately -owned Pump Stations
Cherokee County
Dear Mr. Green:
As we have continued our evaluations of sewage collection systems management, it was
recognized that there are a group of contributors that may not be informed of their individual
responsibilities. In March 2000, the North Carolina Environmental Management Commission
enacted rules related to sewage collection systems. These rules are now found in the North
Carolina Administrative Code 15 NCAC 2T .0403 for deemed permitted facilities. They include
facilities with a privately -owned collection system that serve condominiums, apartments, mobile
home parks, subdivisions, shopping centers, colleges, etc. that are tributary to larger municipally
owned systems, yet are not owned or managed by the municipality.
If you are aware of any such privately -owned collection systems, we would also like to be
informed of their existence. In addition, we would like to know where any privately -owned pump
stations are located that are connected to your collection system. The type of information we
are requesting is the facility name, location and contact person. If that system is in a state of
disrepair or if you have received complaints about it previously, please note that as well.
Your attention to this request is most appreciated. We have been notified of problems at
some of these facilities in the past and have had a difficult time locating the responsible party to
affect a repair to the problem.
A response from you within 30 days would be very helpful as we try to ensure that all
owners of collection systems are meeting the regulatory requirements of reporting spills and
providing the proper operation and maintenance of their systems. Hopefully, this will also be
beneficial to the operation of your municipal collection system. Northcarolina
�atttra!!t�
North Carolina Division of Water Quality 2090 US Hwy.70; Swannanoa, NC 28778 Phone [phone]
Internet: www..ncwaterquality.org ICustomer Service 1-877-623-6748 FAX [phone]
An Equal Opportunity/Affirmative Action Employer — 50% Recycled/10% Post Consumer Paper

Town of Andrews
Page 2 of 2
September 19, 2007
Please list:
{1)
(2)
rivately-owned collection systems connected to your collection system
a. facility name ..
b. location
c. contact, person
d. status of system (i.e. in a state of disrepair, etc.)
e. complaints received
rivatelv-owned pump stations connected to your collection system
a. facility I ame
b. location
C. contacts person
d. status of pump station (i.e. in a state of disrepair, etc.)
e. complaints received
(3) or if applicable, indicate that you do not have any of these private collection
systems or private pump stations connected to you collection system.
You may fax this information to the attention of Roy Davis at 828-299-7043.
Y Y
Again, thank you for your assistance. Please contact Roy Davis or Keith Haynes at 828-
296-4500, should you have any questions regarding this request.
Sincerely,
Roger.C. Edwards, Regional Supervisor
Surface Water Protection Section
Cc: DWQ - SWP - Centrjal Files
PERCS Unit
Asheville Regional Office

F INA TF
s qr+1N.y's"F'.F!�.d!"�t4i,e..ff3.eitiq
M
Michael F. Easley, Governor
9
,
William G. Ross Jr., Secretary
co
Nosh Cazoltrrent
N1
of Environment and Natural Resources
Coleen H. Sullins, Director
Division of Water Quality
Asheville Regional Office
SURFACE WATER PROTECTION
September 14, 2007
Mr. Johnny Brown, Mayor
Town of Andrews
Post Office Box 1210
Andrews, North Carolina 28901
Subject: Town of Andrews
Compliance Evaluation Inspection
Permit No. WQCS00103
Wastewater Collection System
Cherokee County
Dear Mr. Brown:
Attached is the report resulting from the Town of Andrews' Collection System Permit Compliance
Evaluation Inspection which I conducted on September 12, 2007. The Town of Andrews is
making progress in terms of compliance with the requirements of its Collection System Permit. I
encourage Dillard to continue collection of information which hopefully can some day be made a
pert of a GIS collection system map. Following are Collection System Permit requirements
needing the Town's attention:
(1) The Town does not conduct a Public Education Program relating to the proper disposal of
residential grease. I gave Sammy Hollaway information that might be made into a brochure to be
given out at Town Hall when people come in to pay their water/sewer bill.
(2) The Town does not have a collection system Capital Improvements Plan (CIP). The plan
should span three to five years, include a Goals statement, description of service area,
description of the existing facilities, include known deficiencies, and forecast of future needs. I
gave Sammy a copy of the Town of Murphy's CIP which with modification would serve the Town
of Andrews.
(3) At time of the next inspection the Town should have a revenue statement present which
shows revenues resulting from sale of wastewater collection and treatment services.
(4) The Town should keep written record of its twice -yearly inspection of its one aerial crossing.
2090 U.S. Highway 70, Swannanoa, N.C. 28778 8281296-4500 (Telephone) 828l299-7043(Fax) Customer Service 877-623-6748 NonhCarolina

(5) The Town is not maintaining•records.ofsewer right-of-way maintenance.
( 6) The Town does not have a comprehensive collection system map meeting permit .
requirements. The Town's Collection System Permit requires a map showing pipe size, pipe
material, pipe location, flow direction, pipe age, service taps, and sewage pumping station names
and capacities. Dillard is collecting information that will be useful when the Town gets involved in
GIS mapping. Again, I encourage him to continue that effort.
Pleas do not hesitate to call me at 828-296-4500 should you need to discuss this inspection
report
Sincerely,
Roy Davis
Environmental Engineer
Cc: PERCS Files
Surface Water Protection Central Files
Bill Green, Town Manager
Dillard Dockery, CSORC

(5)' The Town is not maintaining records, of sewer right-of-way maintenance.
( 5) The Town does not have a comprehensives collection system map; meeting, permit
requirements. The Town's Collection System Permit requires a map showing pipe size, pipe
material, pipe location, flow direction, pipe age, service taps, and sewage pumping station names
and capacities. Dillard is collecting. information that will be useful when the Town gets involved in
GIS mapping. Again, 1 encourage him to continue that effort.
Pleas do not hesitate to call me at 828-296-4500 should you need to discuss this inspection
report
Sincerely,
Roy Davis
Environmental Engineer
Cc: PERCS Files
Surface Water Protection Central Files
Bill Green, Town Manager
Dillard Dockery, CSORC

Permit: WQCS00103
SOC:
County: Cherokee
Region: Asheville
M w
Compliance Inspection Report
Effective: 12/31/03 Expiration: 02/28/07 Owner: Town of Andrews
Effective: Expiration: Facility: Andrews Collection System
PO Box 1210
Contact Person: Mitch Rhinehardt Billing Title:
Directions to Facility:
System Classifications:
Primary ORC:
Secondary ORC(s):
On -Site Representative(s):
Related Permits:
NCO020800 Town of Andrews - Andrews WWTP
Inspection Date: 09112/2007 Entry Time: 01:00 PM
Primary Inspector: Roy M Davis
Secondary Inspectors): J
Andrews NC 28901
Phone:
Certification:
Exit Time: 03:30 PM
Phone:
Phone: [phone]
Ext.4659
Reason for Inspection: Routine Inspection Type: Compliance Evaluation
Permit Inspection Type: Collection system management and operation
Facility Status: ® Compliant ❑ Not Compliant
Question Areas:
® Miscellaneous Questions ® Performance Standards Operation & Maint Reqmts Records
® Monitoring & Rpting ® Inspections ■ Pump Station Manhole
Reqmts
® Lines
(See attachment summary)
0
Page: 1

L �J
0
Permit: WOCS00103 Owner - Facility: Town of Andrews
Inspection Date: 09/12/2007 Inspection Type: Compliance Evaluation Reason for Visit: Routine
Inspection Summary:
Town needs to put in place program to educate its customers on the proper disposal of residential grease
Town needs to adopt a collection system Capital Improvements Plan (CIP) which spans a three to five year period of time,
includes a Goals Statement, described the collection system service area, described the existing system, discusses
known deficiencies, and discusses forecasted future needs.
At time of the next inspection the Town should have a revenue statement present.
Town.should maintain written records documenting twice yearly inspection of its one aerial crossing.
Even though the Town has to mow only 500-600 feet of sewer right-of-way, written records of this activity should be
maintained. i
The Town should add to its Spill Response Action Plan phone numbers of contractors and septic tank pumping
companies who might be called in event of a collection system emergency.
I encourage the Town to move in the direction of GIS mapping for its collection system.
Page: 2

El
El
Permit: WQCS00103 Owner - Facility: Town of Andrews
Inspection Date: 09/12/2007 Inspection Type: Compliance Evaluation Reason for Visit: Routine
Performance Standards Yes No NA NE
Is Public Education Program for grease established and documented? 0 IN ❑ n
What educational tools are used?
None at present.
Is Sewer Use Ordinance/Legal Authority available?
❑
®
Cl
Q
Does it appear that the Sewer Use Ordinance is enforced?
n
n
n
Is -Grease Trap Ordinance available?
n
n
n
Is Septic Tank Ordinance available (as applicable, i.e. annexation)
n
n
n
List enforcement actions by permittee, if any, in the last 12 months
None.
Has an acceptable Capital Improvement Plan (CIP) been implemented?
❑
is
n
n
Does CIP address short term needs and long term \"master plant/ concepts?
n
■
n
n
Does CIP cover three to five year period?
n
®
n
n
Does CIP include Goal Statement?
❑
®❑
❑
Does CIP include description of project area?
n
■
n
n
Does CIP include description of existing facilities?
n
2
n
n
Does CIP include known deficiencies?
n
®
n
n
Does CIP include forecasted future needs?
n
■
n
n
Is CIP designated only for wastewater collection and treatment?
n
■
n
n
Approximate capital improvement budget for collection system? $15,000.00
Total annual revenue for wastewater collection and treatment?
CIP Comments
Town has ordered parts to rebuild the. Huddle House Lift Station.
Is system free of known points of bypass? ■ n ❑ n
If no, describe type of bypass and location
NA
Is a 24-hour notification sign posted at ALL pump stations? ■ n n n
# Does the sign include:
Instructions for notification?
■
❑
❑
❑
Pump station identifier?
■
❑
❑
rl
24-hour contact numbers
■
If no, list deficient pump stations
None
Pager 3

u
Permit: WQCS00103 Owner - Facility: Town of Andrews
Inspection Date: 09/12/2007 Inspection Type: Compliance Evaluation Reason for Visit: Routine
# Do ALL pump stations have an "auto polling" feature/SCADA? n M n n
Number of pump stations 4
Number of pump stations that have SCADA
0
Number of pump stations that have simple telemetry
2
Number of pump stations that have only audible and visual alarms
2
Number of pump stations that do not meet permit requirements
0
# Does the permittee have a'root control program?
n
M
n
n
# If yes, date implemented?
Describe:
NA
Comment:
Inspections
Yes
No
NA
NE
Are maintenance records for sewer lines available?
0
n
❑
❑
Are records available that document pump station inspections?
®
n
n
n
Are SCADA or telemetry equipped pump stations inspected at least once a week?
®
n
n
n
Are non-SCADA/telemetry equipped pump stations inspected every day?
n
❑
n
Are records available that document citizen complaints?
■
n
n
n
# Do you have a system to conduct an annual observation of entire system?
■
n
n
n
# Has there been an observation of remote areas in the last year?
■
n
n
n
Are records available that document inspections of high -priority lines?
n
■
n
n
Has there been visual inspections of high -priority lines in last six months?
■
n
n
❑
Comment: Town has one high -priority line.
Operation & Maintenance Requirements
Yes
No
NA
NE
Are all log books available?
■
n
n
❑
Does supervisor review all log books on a regular basis?
■
n
n
n
Does the supervisor have plans to address documented short-term problem areas?
■
n
n
n
What is the schedule for reviewing inspection, maintenance, & operations logs and problem areas?
As needed.
Are maintenance records for equipment available?
■
n
n
n
Is a schedule maintained for testing emergency/standby equipment?
■
n
n
n
What is the schedule for testing emergency/standby equipment? Monthly for generators.
Page: 4

Permit: WQCS00103 Owner -Facility: Town of Andrews
Inspection Date: 09/12/2007 Inspection Type: Compliance Evaluation Reason for Visit: Routine
Do pump station logs include:
Inside and outside cleaning and debris removal?
Inspecting and exercising all valves?
M
n
n
n
Inspecting and lubricating pumps and other equipment?
®n
n
n
Inspecting alarms, telemetry and auxiliary wequipment?
n
n
n
!s`there at least one snare pump for each pump station w/o pump reiiabiiity?
ri
❑
®
n
Are maintenance records for right-of-ways available?
❑
❑
Are right-of-ways currently accessible in the event of an emergency?
r
n
n
n
Are system cleaning records available?
®
n
n
n
Has at least 10% of system been cleaned annually?
❑
❑
n
What areas are scheduled for cleaning in the next 12 months?
Whitaker Lane.
Is a Spill Response Action Plan available?
n
n
n
Does the plan include:
24-hour contact numbers
n
n
n
Response time
®❑
❑
❑
Equipment list and spare parts inventory
n
❑
❑
■
Access to cleaning equipment
n
n
o
■
Access to construction crews, contractors, and/or engineers
0
■
n
n
Source of emergency funds
n
n
n
■
Site sanitation and cleanup materials
®n
n
n
Post-overflow/spill assessment
®❑
n
n
Is a Spill Response Action Plan available for all personnel?
®
n
n
n
Is the spare parts inventory adequate?
n
n
11
■
Comment:
Records
Yes
No
NA
NE
Are adequate records of all SSOs, spills and complaints available?
n
n
■
n
Are records of SSOs that are under the reportable threshold available?
n
n
■
n
Do spill records indicate repeated overflows (2 or more in 12 months) at same location?
n
■
Cl
n
If yes, is there a corrective action plan?
n
n
■
n
Is a map of the system available? _
■
n
n
n
Page: 5

C7
Permit: WQCS00103 Owner -Facility: Town of Andrews
Inspection Date: 09/12/2007 Inspection Type: Compliance Evaluation Reason for Visit: Routine
Does the map include:
Pipe sizes n n n
Pipe materials ® ❑ n n
Pipe location n n n
Flow direction
n
n
n
.';Approximate pipe age
n
®
n
n
..Number of service taps
i i
M
n
n
Pump stations and capacity
n
el
n
n
If no, what percent is complete?
30
List any modifications and extensions that need to be added to the map
Town needs a layered GIS collection system map.
# Does the permittee have a copy of their permit?
❑
n
n
Comment:
Monitoring and Reporting Requirements
Yes
No
NA
NE
Are copies of required press releases and distribution lists available?
n
n
■
n
Are public notices and proof of publication available?
n
❑
■
n
# Is an annual report being prepared in accordance with G.S. 143-215.1 C?
n
n
n
■
# Is permittee compliant with all compliance schedules in the permits?
n
n
■
n
If no, which one(s)?
Comment: .
OMC/TEAM INDUSTRIES - US 19 & 74 at Marble
Pump Station
Yes
No
NA
NE
Pump station type
Duplex
Are pump station logs available?
■
n
n
n
Is it accessible in all weather conditions?
■
n
n
n
# Is general housekeeping acceptable?
■
n
n
n
Are all pumps present?
■
n
n
n
Are all pumps operable?
■
n
n
n
Are wet wells free of excessive debris?
■
❑
n
n
Are upstream manholes free of excessive debris/signs of overflow?
■
n
n
n
Page: 6

Permit: WQCS00103 Owner - Facility: Town of Andrews
Inspection Date: 09/12/2007 Inspection Type: Compliance Evaluation Reason for Visit: Routine
Are floats/controls for pumps/alarms operable?
n
n
n
Is "auto polling" feature/SCADA present?
❑
®
❑
n
Is "auto polling" feature/SCADA operational?
❑
®
❑
n
Is simple telemetry present?
n
n
n
Is simple telemetry operational?
n
n
n
Are audio and visual alarms present?
®
n
Afe audio and visual alarms operable?
Is the Pump station inspected as required?
n
n
n
Are backflow devices in place?
®
n
n
n
Are backflow devices operable?
■
❑
❑
n
Are air relief valves in place?
n
n
n
im
Are air relief valves operable?
n
n
n
# Is an emergency generator available?
■
n
n
n
Can the emergency generator run the pumps?
EM
n
n
n
Is the pump station equipped for quick hook-up?
❑
n
■
❑
Is the generator operable?
■
n
n
o
# Is fuel in tank and sufficient?
■
n
n
n
Is the generator inspected according to their schedule?
■
n
n
n
Is a 24-hour notification sign posted?
■
❑
n
n
Does it include:
Instructions for notification?
■
n
n
n
Pump station identifier?
■
❑
n
n
Emergency phone number
■
❑
n
❑
Is public access limited?
■
n
❑
❑
Is pump station free of overflow piping?
■
n
n
n
Is the pump station free of signs of overflow?
■
n
n
❑
Are run times comparable for multiple pumps?
No.
Comment: Town needs to leave long handled hook at this station in order to reach
and test floats.
Page: 7

GREASETRAP PENALTY AMENDMENT TO WATER AND SEWER
ORDINANCE
An ordinance relating to and regulating the sewer collection and disposal system of
the Town of Andrews, North Carolina, providing a penalty for the failure of a food
processing facility or food handling facility connected to the Town of Andrews sewer
system to have installed and in proper use a greasetrap, providing for the implementation
thereof, repealing conflicting ordinances, and providing that validity of part shall not
affect the validity of the remainder.
WHEREAS, the General Statutes of the State of North Carolina authorize and
empower a municipality to protect and regulate any public enterprise system belonging to
it, including sewer collection and disposal systems, by adequate and reasonable rules and
regulations; and
WHEREAS, it is the opinion of the Board of Aldermen of the Town of Andrews
that the sewer collection and disposal system of the Town of Andrews, North Carolina,
should be protected and regulated by the amendment of the water and sewer ordinance of
the Town of Andrews so as to provide a penalty for the failure to have a greasetrap
installed and in proper use at all food processing facilities and all food handling facilities
which are connected to the sewer system of the Town of Andrews in order to promote
orderly growth and community. development.
NOW, THEREFORE, BE IT ORDAINED by the Board of Aldermen of the Town
of Andrews, State of North Carolina:
Section 1.
(a) All food processing facilities and all food handling facilities
which process, cook and/or serve food to the public or persons
entrusted in their care, including, but not limited to, restaurants, fast food
establishments, and school cafeterias, which are connected to the sewer
system of the Town of Andrews shall install a greasetrap of sufficient size
to prevent the introduction of grease and/or oils into the sewer system
of the Town of Andrews and shall pump or empty said greasetrap as
regularly as necessary so as to prevent the introduction of grease and/or oils
into the sewer system of the Town of Andrews.
(b) The greasetrap of any food processing facility or food handling facility
which is connected to the sewer system of the Town of Andrews shall
be subject to periodic inspection by the Director of the Town of Andrews

Waste Water Treatment Plant or his authorized assistants and by the
inspectors of Cherokee County Health Department for the determination
of the character, use, and effectiveness of said greasetrap as often as may
be deemed necessary by the Director of the Town of Andrews Waste
Water Treatment Plant and/or the inspectors of the Cherokee County
Health Department.
(c) Upon the failure of any food processing facility or food handling
facility which is connected to sewer system of the Town of Andrews
to have installed a greasetrap of sufficient size to prevent the introduction of
grease and/or oils into the sewer system of the Town of Andrews or to
pump or empty said greasetrap as regularly as necessary so as to
prevent the introduction of grease and/or oils into the sewer system of the
Town of Andrews as required by this ordinance, as documented by the
Director of the Town of Andrews Waste Water Treatment Plant or his
authorized assistants or by the inspectors of the Cherokee County Health
Department, said food handling facility shall be notified in writing of its
failure to comply with the provisions of this ordinance.
Upon the failure of said food processing facility or food handling
facility to comply with the provisions of this ordinance within ten days after
receipt of written notification of its failure to comply with the provisions
of this ordinance, water service from the Town of Andrews to said food
processing facility or food handling facility shall be terminated and shall
remain terminated until such time as the food processing facility or food
handling facility complies with the provision of this ordinance.
Upon the failure of any food processing facility or food handling
facility which is connected to the sewer system of the Town of
Andrews to permit inspection of its greasetrap by the Director of
the Town of Andrews Waste Water Treatment Plant or his authorized
assistants, or the inspectors of the Cherokee County Health Department,
water service from the Town of Andrews to said food processing facility
or said food handling facility shall be immediately terminated and shall
remain terminated until such time as the food processing facility or food
handling facility permits inspection of its greasetrap.

Section 3. IMPLEMENTATION.
It shall be the duty of the Town Administrator of the Town of Andrews, North
Carolina, to implement the terms and provisions of this ordinance. However, the Board
of Aldermen of the Town of Andrews, North Carolina shall have the final authority in
any disputed matter arising hereunder.
Section 4. REPEAL OF CONFLICTING ORDINANCES.
All ordinances and parts of ordinances inconsistent with the terms of this
ordinance are hereby repealed; provides, however, that such repeal shall be only to the
extent of such inconsistency and in all respects this ordinance shall be cumulative of
other ordinances regulating and governing the subject matter covered by this ordinance.
Section 5. SEVERABILITY.
If any section, or provision or parts thereof, in this ordinance shall be adjudged
invalid or unconstitutional, such invalidity and unconstitutionality shall not affect the
validity of this ordinance as a whole or of any other sections or provisions or parts hereof.
Section 6. EFFECTIVE DATE.
This ordinance shall be effective on April 1, 2002.
ADOPTED AND PASSED by unanimous vote of the Board of Aldermen of
the Town of Andrews, State of North Carolina at a regular meeting on the 4th day of
March 2002.

Pat McCrory
Governor
Ms. Teresa Ricks,
Town Manager
Town of Andrews
3 Wilson Street
Andrews, NC 28901
Ar ;'K�
r�
RCDENR
North Carolina Department of Environment and Natural Resources
Division of Water Resources
Water Quality Programs
Thomas A. Reeder
Director
October 30, 2013
Subject: Permit No. WQ0036815
Town of Andrews
Adams Drive Sewer System Improvements
Wastewater Collection System Extension
Cherokee County
Dear Ms. Ricks:
John E. Skvarla, III
Secretary
In accordance with your application received on October 16, 2013, we are forwarding herewith Permit No.
WQ0036815, dated October 29, 2013, 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 and supplement shall
be considered a part of this permit and are therefore incorporated therein by reference.
Please pay particular attention to the following conditions contained within this permit:
Condition 11.4: Requires that the wastewater collection facilities be properly operated and maintained in
accordance with 15A NCAC 2T .0403 or any individual system -wide collection system permit
issued to the Permittee.
It shall be responsibility of the Town of Andrews 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.
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.
Water Quality Regional Operations —Asheville Regional Office
2090 U.S. Highway 70, Swannanoa, North Carolina 28778
Phone:[phone] FAX:[phone]
Internet: http:11portal.ncdenr.orglweb/wq
An Equal Opportunity 1 Affirmative Action Employer

Town of Andrews
October 30, 2013
If you need additional information concerning this matter, please contact Wanda Frazier at [phone] or via
e-mail at [e-mail].
Sincerely,
for Thomas A. Reeder
Division of Water Resources
cc: Vann Waters, McGill Associates, P.A.
Cherokee County Health Department
Town of Andrews Building Inspections Department
ter QuaIiMRegiona10perations__Asheville Regional Office ;
Water Quality Central Files
PERCS (electronic copy)

STATE OF NORTH CAROLINA
ENVIRONMENTAL MANAGEMENT COMMISSION
DEPARTMENT OF ENVIRONMENT AND NATURAL RESOURCES
WASTEWATER COLLECTION SYSTEM EXTENSION 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 approximately 2371 linear feet of 8-inch gravity sewer and approximately
746 linear feet of 12-inch gravity sewer to serve a residential subdivision, school and offices as part of the Adams
Drive Sewer System Improvements project, and the discharge of previously permitted flow of collected domestic,
commercial, industrial wastewater into the Town of Andrews existing sewerage system, pursuant to the
application received October 16, 2013, and in conformity with 15A NCAC 2T; the Division's Gravity Sewer
Minimum Design Criteria adopted February 12, 1996 as applicable; the Division's Minimum Design Criteria for the
Fast -Track Permitting of Pump Stations and Force Mains adopted June 1, 2000 as applicable; and other supporting
data subsequently filed and approved by the Department of Environment and Natural Resources and considered a
part of this permit.
This permit shall be effective from the date of issuance until rescinded and shall be subject to the specified
conditions and limitations contained therein.
Permit issued this the 30th day of the October, 2013.
for Thomas A. Reeder
Division of Water Resources
By Authority of The Environmental Management Commission
Permit Number: WQ0036815

SUPPLEMENT TO PERMIT COVER SHEET
The Town of Andrews is hereby authorized to:
Construct, and then operate upon certification the aforementioned wastewater collection extension. 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.
Permitting of this project does not constitute an acceptance of any part of the project that does not meet 15A
NCAC 2T; the Division's 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.
Construction and operation is contingent upon compliance with the Standard Conditions.
I. SPECIAL CONDITIONS
1. Gravity sewers installed greater than ten percent below the minimum required slope per the Division's Gravity Sewer
Minimum Design Criteria shall not be acceptable and shall not be certified until corrected. If there is an unforeseen
obstacle in the field where all viable solutions have been examined, a slope variance can be requested from the Division
with firm supporting documentation. This shall be done through a permit modification with fee. Such variance requests
will be evaluated on a case -by -case basis. Resolution of such request shall be evident prior to completing and submitting
the construction certification.
2. The abandonment of any existing wastewater facilities including septic systems being replaced by new sewer
infrastructure shall be done in accordance with the applicable agency having compliance oversight on such facilities.
II. STANDARD CONDITIONS
1. This permit shall not be transferable. In the event there is a desire for the wastewater collection facilities to change
ownership, or there is a name change of the Permittee, a formal permit request shall be submitted to the Division
accompanied by documentation from the parties involved, and other supporting materials as may be appropriate. The
approval of this request shall be considered on its merits and may or may not be approved.
2. This permit shall become voidable unless the wastewater collection facilities are constructed in accordance with the
conditions of this permit; 15A NCAC 2T; the Division's Gravity Sewer Minimum Design Criteria adopted February 12, 1996
as applicable; the Division's Minimum Design Criteria for the Fast -Track Permitting of Pump Stations and Force Mains
adopted June 1, 2000 as applicable; and other supporting materials unless specifically mentioned herein.
3. This permit shall be effective only with respect to the nature and volume of wastes described in the application and
other supporting data.
4. The wastewater collection facilities shall be properly maintained and operated at all times. The Permittee shall maintain
compliance with an individual system -wide collection system permit for the operation and maintenance of these facilities
as required by 15A.NCAC 2T .0403. If an individual permit is not required, the following performance criteria shall be met
as provided in 15A NCAC 2T .0403:
a. The sewer system shall be effectively maintained and operated at all times to prevent discharge to land or surface
waters, and to prevent any contravention of groundwater standards or surface water standards.
b. A map of the sewer system shall be developed and shall be actively maintained.

c. An operation and maintenance plan including pump station inspection frequency, preventative maintenance
schedule, spare parts inventory and overflow response has been developed and implemented.
d. Pump stations that are not connected to a telemetry system shall be inspected every day (i.e. 365 days per year).
Pump stations that are connected to a telemetry system shall be inspected at least once per week.
e. High -priority sewer lines shall be inspected at least once per every six -months and inspections are documented.
f. A general observation of the entire sewer system shall be conducted at least once per year.
g. Overflows and bypasses shall be reported to the appropriate Division regional office in accordance with 15A NCAC
2B .0506(a), and public notice.shall be provided as required by North Carolina General Statute §143-215.1C.
h. A Grease Control Program is in place as follows:
1. For public owned collection systems, the Grease Control Program shall include at least biannual distribution of
educational materials for both commercial and residential users and the legal means to require grease
interceptors at existing establishments. The plan shall also include legal means for inspections of the grease
interceptors, enforcement for violators and the legal means to control grease entering the system from other
public and private satellite sewer systems.
2. For privately owned collection systems, the Grease Control Program shall include at least bi-annual distribution
of grease education materials to users of the collection system by the permittee or its representative.
3. Grease education materials shall be distributed more often than required in Parts (1) and (2) of this
Subparagraph if necessary to prevent grease -related sanitary sewer overflows.
Right-of-ways and easements shall be maintained in the full easement width for personnel and equipment
accessibility.
Documentation shall be kept for Subparagraphs (a) through (i) of this Rule for a minimum of three years with
exception of the map, which shall be maintained for the life of the system.
5. Noncompliance Notification:
The Permittee shall report by telephone to a water resources staff member at the Asheville Regional Office, telephone
number828-296-4500, 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 SSO and/or spillover 1,000 gallons; or
c. AnyfSSO and/or spill, regardless of volume, that reaches surface water
Voice mail messages or faxed information is permissible, but this shall not be considered as the initial verbal report.
Overflows and spills occurring outside normal business hours may also be reported to the Division of Emergency
Management at telephone number [phone] or [phone]. Persons reporting any of the above occurrences
shall file a spill report by completing and submitting Part I of Form CS-SSO (or the most current Division approved 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. Part II of Form CS-SSO (or the most current Division approved form)
can also be completed to show that the SSO was beyond control.
6. Construction of the gravity sewers, pump stations, and force mains shall be scheduled so as not to interrupt service by
the existing utilities nor result in an overflow or bypass discharge of wastewater to the surface waters of the State.
7. Per 15A NCAC 2T.0116, upon completion of construction and prior to operation of these permitted facilities, the
completed Engineering Certification form attached to this permit shall be submitted with the required supporting
documents to the address provided on the form. A complete certification is one where the form is fully executed and
the supporting documents are provided as applicable. 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.

A complete certification is one where the form is fully executed and the supporting documents are provided as
applicable. Supporting documentation shall include the following:
One copy of the project construction record drawings (plan & profile views of sewer lines & force mains) of the
wastewater collection system extension. Final record drawings should be clear on the plans or on digital media (CD
or DVD disk) and are defined as the design drawings that are marked up or annotated with after construction
information and show required buffers, separation distances, material changes, etc.
b. One copy of the supporting pump station design calculations (selected pumps, system curve, operating point,
buoyancy calculations, available storage if portable generator(s) or storage greater than longest past three year
outage reliability option selected) for any pump stations permitted as part of this project.
c. Changes to the project that do not result in non-compliance with this permit, regulations, or the Minimum Design
Criteria should be clearly identified on the record drawings, on the certification in the space provided, or in written
summary form.
Prior to Certification (Final or Partial): Permit modifications are required for any changes resulting in non-compliance
with this permit (including pipe length increases of 10% or greater, increased flow, pump station design capacity design
increases of 5% or greater, and increases in the number/type of connections), regulations, or the Minimum Design
Criteria. Requested modifications or variances to the Minimum Design Criteria will be reviewed on a case -by -case basis
and each on its own merit. Please note that variances to the Minimum Design Criteria should be requested and
approved during the permitting process prior to construction. After -construction requests are discouraged by the
Division and may not be approved, thus requiring replacement or repair prior to certification & activation.
8. A copy of the construction record drawings shall be maintained on file by the Permittee for the life of the wastewater
collection facilities.
9. Failure to abide by the conditions and limitations contained in this permit; 15A NCAC 2T; the Division's Gravity Sewer
Design Criteria adopted February 12, 1996 as applicable; the Division's Minimum Design Criteria for the Fast -Track
Permitting of Pump Station and Force Mains adopted June.1, 2000 as applicable; and other supporting materials may
subject the Permittee to an enforcement action by the Division, in accordance with North Carolina General Statutes
§143-215.6A through §143-215.6C, construction of additional or replacement wastewater collection facilities, and/or
referral of the North Carolina -licensed Professional Engineer to the licensiri'g board.
10. 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.
11. The issuance of this permit shall not exempt the Permittee from complying with any and all statutes, rules, regulations,
or ordinances that may be imposed by other government agencies (local, state and federal) which have jurisdiction,
including but not limited to applicable river buffer rules in 15A NCAC 2B .0200, erosion and sedimentation control
requirements in 15A NCAC Ch. 4 and under the Division's General Permit NCG010000, and any requirements pertaining
to wetlands under 15A NCAC 213.0200 and 15A NCAC 2H .0500.

FAST TRACK ENGINEERING CERTIFICATION Permit No. WQ0036816
Permittee: Town of Andrews
Project: Adams Drive Sewer System Improvements Issue Date: 10-30-2013
Complete and submit this form to the permit issuing regional office with the following:
• One copy of the project record drawings (plan & profile views and detail drawings of sewer lines) of the wastewater
collection system extension. Final record drawings should be clear on the plans or on digital media (CD or DVD disk) in pdf
format. Record drawings should indicate the design and the marked up changes during construction.
• Supporting design calculations (selected pumps, system curve, operating point, available storage if portable generators) or
storage greater than longest past three year outage reliability option selected) for any pump stations permitted as part of this
project
• Changes to the project should be clearly identified on the record drawings or in written summary. form. Permit
modifications are required for any changes resulting in non-compliance with this permit regulations or minimum
design criteria Modifications should be submitted prior to certification.
This project shall not be considered complete nor allowed to operate until the Division has received this Engineer's Certification
and all required supporting documentation. Therefore it is highly recommended, that this certification be sent in a manner
that provides proof of receipt by the Division.
PERMITTEE'S CERTIFICATION
the undersigned agent for the Permittee, hereby state that this project has been
constructed pursuant 'to the applicable standards & requirements, the Professional Engineer below has provided
applicable design/construction information to the Permittee, and the Permittee is prepared to operate & maintain the
wastewater collection system permitted herein or portions thereof.
Printed Name, Title
nature
ENGINEER'S CERTIFICATION
❑ Partial ❑ Final
Date
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 subject project for the
Permittee hereby state that, to the best of my abilities, due care and diligence was used in the observation of the
construction such that the construction was observed to be built within substantial compliance of this permit; 15A NCAC
02T; 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 materials.
North Carolina Professional Engineer's
Seal, signature, and date:
SEND THIS FORM & SUPPORTING DOCUMENTATION
WITH REQUIRED ATTACHMENTS TO THE FOLLOWING ADDRESS
WATER QUALITY REGIONAL OPERATIONS - SUPERVISOR
ASHEVILLE REGIONAL OFFICE
2090 US HWY 70
SWANNANOA, NC 28778
The Permittee is responsible for tracking all partial certifications up until a final certification is received. Any wastewater
flow made tributary to the wastewater collection system extension prior to completion of this Engineer's Certification shall
be considered a violation of the permit and shall subject the Permittee to appropriate enforcement actions.
WQ0036815 tributary to NCOOZUBW I own oT Anarews

Division of Water Quality
ILIE,
Fast Track Application (FTA 12.12) for Sewer Systems— Review Checklist
Project Name: fl�_ A d j4yn S D ri I)e Preliminary Review Date: g10 1 o"z U 1 j
Project Number: _WQ00368- 5 ' a-61X—Final Review Date: D — '� 8 �3
Reviewer: A-� 'e 2
Application Pre -Review
Project is located in a County currently covered by the regional office es ❑No
Application and supporting documentation submitted in duplicate? a, ❑Yes/ F—OT-1211,
k,
One Original and One Copy;:
Correct application fee submitted? G.S. 143-215.3D
PP
Ensure that a check for $480 is submitted and made out..
complete - �'
Application package is c r;�'�'�w>>� �h
pp on (FTA 12-12) `""s yes ❑No
Current a lication version u x X
Brief project narrative (per Section A of FTA:' l �„ es No
Certification of Public Convenience and Necess l" `jew ,,provided ❑Yes ❑No
(if applicable)..:
Operational Agreements signed and. dated W`'°u.: «' ''❑Yes ❑No
:, , , " ,: aid;
(if applicable) :,..
Flow Tracking /Acceptance Form)"L:.-,13), signed a3tfted es ❑No
Flow Tracking / Acceptance Planning} 'se {' Addendum Camr❑Yes []No
Su.iz 5.
(if applicable)
: `
Site Ma and Street Level Ma er Secj ;u , 2) ' No
P P (P ti. F of F1��:. 1, � :b❑
Stream Classificati�° SCAS 03 ,f`�
._
pt - > ,signed, d date ,@ =: es ❑No
(must be=coi5eec z C. PE)WN1,: ry :,:10,
PE Certificatioitir plication' fined, seallted by N: �Ye ❑No
Applicant CertiAS& is signed ail dated (oriation letter is provided) es ❑No
ES 51-��
.::s
Permit `.:$:>h::a,
yYyf��y �,j4�� �,$�.
,,rah.:. i i
ew Fr'` mnit Modificf -�
Does the 15 act require a permit the acfi. ❑Yes []No
Se"" 'ttin b Re ula 15A 102T.0303 for projects deemed permitted
M S g y g r )
Is the project eligjthe Fast Traczogram? ❑Yes ❑No
JU p::n
Project not permitted, the fasttc program
Requires an En`v" :mental _: sment per 15A NCAC 0 1 C .0408
Is an alternative se';;.�o.<z: sure sewers, STEP systems, vacuum systems, etc.)
Is funded through thee:: ; cture Finance Section
s"
If the applicant is a private entity (private utility) ❑Yes ❑No
Applicant has been designated as a public utility by the NC Utilities Commission
Has submitted a Certificate of Public Convenience and Necessity (CPCN)
or Letter from the Public Staff of the NC Utilities Commission (contact Central Office)
If the applicant is a private entity (Developer) []Yes ❑No
Has submitted an executed Operational Agreement (DEV 06-13)
If the applicant is a Homeowner's or Property Owner's Association: ❑Yes ❑No
Has submitted an executed Operational Agreement (HOA 06-13)
and, Copy of the Articles of Incorporation, Declarations and By-laws

1W
USE THE TAB KEY TO MOVE FROM FIELD TO FIELD Application Nu ber: �p�
(to be completed y DWR) _ M003681.5-
1.
O_wner/Permittee: OCT ��� 36
I1
a
Town 5f`Andrews,
Full Legal Name (company, municipality, HOA, utility, etc.)
Z
--- - - ---DWQ/Surfa2e 9Vater Protection Section
b � Teresa Ricks,�Town Mana'��e��
O
,1
Signing Official Name and Title (Please review 15A NCAC 2T .0106 (b) for authorize sigrn ice
:1 c.
The legal entity who will own this system is:
i
❑ Individual ❑ Federal ® Municipality ❑ State/County ❑ Private Partnership ❑ Corporation ❑ Other (specify):
I
®
11d.
3 Wilson Street ile. Andrews
LL
Mailing Address City
Z
,1f.
North Carolina ;1g. 28901
Z
State I Zip Code
®
i1 h.
828-321-3113 1j. [e-mail]
QTelephone
Facsimile E-mail
_
U
2.
Project (Facility_) Information:
2a. Atl ims'Drive:Sewer Sysfe_m iprovemen'ts :—2b',�C_herokee
Brief Project Name (permit will refer to this name) County Where Project is Located
Q.
13.
Contact Person:___
3a.
TLVann�-Waters--MlcGill Associates ^-
Q
j
Name and Affiliation of Someone Who Can Answer Questions About this Application
� 3b.
828-252-0575
3c. [e-mail]
Phone Number
E-mail
11.
Project is ® New ❑ Modification (of an existing permit) If Modification, Permit No.:
2.
Owner is ® Public (skip to Item B(3)) ` ❑ Private (go to Item 2(a))
I
2a.
'
If private, applicant will be: 2b. If sold, facilities owned by a (must choose one
❑ Retaining Ownership (i.e. store, church, single office, etc.) or ❑ Public Utility (Instruction D)
❑ Leasing units (lots, townhomes, etc. - skip to Item B(3)) ❑ Homeowner Assoc./Developer (Instruction E)
❑ Selling units (lots, townhomes, etc. - go to Item B(2b))
i3.
Town of Andrews
Z
1Owner
of Wastewater Treatrne�ntyFaciii ', _ t(LMNTF) Treating Wastewater From This Project
<
4a.
Town of Andrews ,4bN:00208Q
Q
Name of WWTF 4 WWTF Permit No.
5a.
Town of Andrews
5b. 8"
® Gravity
5c. unknown
Owner of Downstream Sewer
Receiving Sewer Size
❑ Force Main
Permit # of Downstream Sewer (Instruction F)
LL
The origin of this wastewater is (check all that apply):
16.
Z
2-Residential-Subdivision's
ElRetail (Stores, shopping centers)
100% Domestic/Commercial
1
❑ Apartments/Condominiums
❑ Institution
o
/o Industrial
❑ Mobile Home Park
❑ Hospital
-gZ=Sch�oal.
El Church
(Attach Description)
LU
CL
❑Restaurant
❑ Nursing Home
% Other
1
Office,
❑ Other (specify):
I
(Attach Description)
i7.
Volume of wastewater to be allocated or permitted for this particular project: 0 gallons per day
*Do not include future flows or previously permitted allocations
8.
If the permitted flow is zero, indicate why:
❑ Pump Station, Outfall or Interceptor Line where flow will be permitted in subsequent permits that connect to this line
❑ Flow has already been allocated in Permit No.
�E Rehabilitation�-or---replacement-of=existing=sewer withsno=new-flow=expected
(see 15A NCAC 02T .0303 to determine if a permit is required)
FTA 08-13 APPLICATION Page 3 of 6

�9. Provide the wastewater flow calculations used in determining the permitted flow in accordance with 15A NCAC 2T ;0114 for
the value in Item B(7) AND/OR the design flow for line or pump station sizing if a reduced or zero flow is being requested in
Item B(7). Values other than that in 15A NCAC 2T .0114 (b) and (c) must be supported with actual water or wastewater use
data in accordance with 15A NCAC 2T .0114 (f).
N/A
10. Summary of Sewer Lines to be Permitted (attach additional sheets if necessary)
Size (inches)
Length (feet)
New Gravity or AdditionalForce Main
;Gravity..
1;2 74'6 Graff -
------------------
W-
- ---- --- - - -- -- - - -- - -- -- -- --- - --- - -- --- - --
11. Summary of Pump Stations w/ associated Force Mains to be Permitted (attach additional sheets as necessary)
Z
0
Pump Station Location ID: N/A (self chosen - as shown on plans/map for reference)
c.i
.... ;Longitude:
Latitude:
Design Flow Power Reliability Option
Operational Point 11
Q
(MGD) - permanent generator w/ATS; g
GPM @TDH Force Main Size Force Main Length
2 - portable generator w/MTS
'-
- -- - -- - --- - - - - - -- -- - - - — -- --- - - - - - -- - -- - ------ ---- --
Z IPump
Station Location ID: (self chosen - as shown on plans/map for reference)
H
Longitude: Latitude:
W
a
Design Flow j Power Reliability Option
(MGD) Operational Point 1 1- permanent generator w/ATS;
GPM @TDH Force Main Size Force Main Length
m
1 2 - portable generator w/MTS
I
12. Will the wastewater flow in the proposed sewer lines or pump stations be able to be directed to another treatment facility?
❑ Yes ® No If Yes, permit number of 2nd treatment facility
(RO - if "yes" to B,12 please contact the Central Office PERCS Unit)
13. Does the sewer system comply with the Minimum Design Criteria for the Permitting of Pump Stations and Force Mains
(latest version), the Gravity Sewer Minimum Design Criteria (latest version) and 15A NCAC Chapter 2T as applicable?
® Yes ❑ No If No, please reference the pertinent minimum design criteria or regulation and indicate why a
variance is requested. SUBMIT TWO COPIES OF PLANS, SPECIFICATIONS OR CALCULATIONS
PERTINENT TO THE VARIANCE WITH YOUR APPLICATION
FTA 08-13 APPLICATION
Page 4 of 6

Have the following permits/certifications been submitted for approval for the system or project to be served?
Wetland/Stream Crossings - General Permit or 401 Certification? ❑ Yes ❑ No ® N/A
Sedimentation and Erosion Control Plan? ❑ Yes ❑ No ® N/A
Trout Buffer Waiver? ❑ Yes ❑ No ® N/A
Stormwater? ❑ Yes ❑ No ® N/A
5. Does this project include any high priority lines (15A NCAC 02T .0402 (2)) involve aerial lines, siphons, or interference
manholes)? These lines will be considered high priority and must be checked once every six months
:heck if Yes: ❑ and provide details:
1. Owner/Permittee's Certification: (Signature of Signing Official and Project Name)
%eresa Ricks , 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 documentation and attachments are not included, this application package is subject to being
returned as incomplete. Note: In accordance with North Carolina General Statutes 143-215.6A and 143-215.6B, any
person who knowingly makes any false statement, representation, or certification in any application shall be guilty of a
Class 2 misdemeanor, which may include a fine not to exceed $10,000 as well as civil penalties up to $25,000 per
—violation. --- — ----- -- -- — - -- ---
1 a. 1
Signing Official Signature Date
ENGINEERING DESIGN DOCUMENTS MUST BE COMPLETED PRIOR TO SUBMITTAL OF THIS
APPLICATION. THESE DOCUMENTS MUST INCLUDE PLAN AND PROFILE OF SEWERS, THEIR PROXIMITY
TO OTHER UTILITIES, DESIGN CALCULATIONS, ETC. REFER TO 15A NCAC 02T .0305
Z
IQ 2. Professional Engineer's Certification: (Signature of Design Engineer and Project Name)
V 1, Michael J. Waresak ,attest that this application for the Town of Andrews has been reviewed by me and is accurate,
LL 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
W adopted February 12, 1996, and the Minimum Design Criteria for the Fast -Track Permitting of Pump Stations and Force
c.i Mains adopted June 1, 2000 and the watershed classification in accordance with Division guidance. Although other
professionals may have developed certain portions of this submittal package, inclusion of these materials under my
signature and seal signifies that 1 have reviewed this material and have judged it to be consistent with the proposed
design. Note: In accordance with NC General Statutes 143-215.6A and 143-215.6B, any person who knowingly makes
any false statement, representation, or certification in any application shall be guilty of a Class 2 misdemeanor which may
include a fine not to exceed $10,000 as well as civil penalties up to $25,000 per violation.
2a. Michael J. Waresak
����®\\
Professional Engineer Name _ _
�a��1040��`
,2b. McGill Associates, PA
Engineering Firm
2c. 55 Broad Street
Mailing Address
-- - ------ ---- - - - -----�--
-12e.
Off!?
---
2d. Asheville NC 2f. 28801
0 0
City State__ Zip
2g. 828-252-0575 12h. 828-252-2518 2i• 1
d8UBB9\
Telephone Facsimile mike.waresak@mcgillengineer
NC PE Seal, Signature & Date
FTA 08-13 APPLICATION Page 5 of 6

ED APPLICATION AND SUPPORTING DOCUMENTATION (ORIGINAL AND COPY) SHALL BE
SUBMITTED TO THE APPROPRIATE REGIONAL OFFCE:
REGIONAL OFFICE
ADDRESS
COUNTIES SERVED
Asheville Regional Office
2090 US Highway 70
Avery, Buncombe, Burke, Caldwell, Cherokee,
Swannanoa, North Carolina 28778
Clay, Graham, Haywood, Henderson, Jackson,
[phone]
Macon, Madison, McDowell, Mitchell, Polk,
[phone] Fax
Rutherford, Swain, Transylvania, Yancey
Fayetteville Regional Office
225 Green Street Suite 714
Anson, Bladen, Cumberland, Harnett, Hoke,
Fayetteville, North Carolina 28301-5094
Montgomery, Moore, Robeson, Richmond,
[phone]
Sampson, Scotland
[phone] Fax
Mooresville Regional Office
610 E. Center Avenue, Suite 301
Alexander, Cabarrus, Catawba, Cleveland,
Mooresville, North Carolina 28115
Gaston, Iredell, Lincoln, Mecklenburg, Rowan,
[phone]
Stanly, Union
[phone] Fax
Raleigh Regional Office
1628 Mail Service Center
Chatham, Durham, Edgecombe, Franklin,
Raleigh, North Carolina 27699-1628
Granville, Halifax, Johnston, Lee, Nash,
[phone]
Northampton, Orange, Person, Vance, Wake,
[phone] Fax
Warren, Wilson
Washington Regional Office
943 Washington Square Mall
Beaufort, Bertie, Camden, Chowan, Craven,
Washington, North Carolina 27889
Currituck, Dare, Gates, Greene, Hertford, Hyde,
[phone]
Jones, Lenoir, Martin, Pamlico, Pasquotank,
[phone] Fax
Perquimans, Pitt, Tyrrell, Washington, Wayne
Wilmington Regional Office
127 Cardinal Drive Extension
Brunswick, Carteret, Columbus, Duplin, New
Wilmington, North Carolina 28405
Hanover, Onslow, Pender
[phone]
[phone] Fax
Winston-Salem Regional Office
585 Waughtown Street
Alamance, Alleghany, Ashe, Caswell, Davidson,
Winston-Salem, North Carolina 27107
Davie, Forsyth, Guilford, Rockingham, Randolph,
[phone]
Stokes, Surry, Watauga, Wilkes, Yadkin
[phone] Fax
FTA 08-13 APPLICATION
Page 6 of 6

Division of Vlhate¢ 11esources
State of North Carolina
Department of Environment and Natural Resources
Division of Water Resources
Flow Tracking/Acceptance for Sewer Extension Applications
(FTSE 08-13)
Project Applicant Name: Town of Andrews
Project Name for which flow is being requested: Adams Drive Sewer Improvements
More than one FTSE may be required for a single project if the owner of the WWTP is not responsible for allpump
stations along the route of the proposed wastewater flow.
I. Complete this section only if you are the owner of the wastewater treatment plant.
a. WWTP Facility Name: Town of Andrews
b. WWTP Facility Permit #: NC0020200
All flows are in MGD
c. WWTP facility's permitted flow f , S
d. Estimated obligated flow not yet tributary to the WWTP 0.0
e. WWTP facility's actual avg. flow P71
f. Total flow for this specific request ,
g. Total actual and obligated flows to the facility �� , SO ,,yJ e✓
h. Percent of permitted flow used
II. Complete this section for each pump station you are responsible for along the route of this
proposed wastewater flow.
List pump stations located between the project connection point and the WWTP:
(A) (B) (C) (D)=(B+C) (E)=(A-D)
Design Obligated,
Pump Average Daily Approx. Not Yet Total Current
Station Firm Flow* * Current Avg. Tributary Flow Plus
(Name or Capacity,* (Firm / pf), Daily Flow, Daily Flow, Obligated Available
Number) MGD MGD MGD MGD Flow Capacity***
EC s,
Water Protection Section
* The Firm Capacity of any pump station is defined as the maximum pumped flow that
can be achieved with the largest pump taken out of service.
** Design Average Daily Flow,is the firm capacity of the pump station divided by a peaking
factor (pf) not less than 2.5.
*** A Planning Assessment Addendum shall be attached for each pump station located
between the project connection point and the WWTP where the Available Capacity is < 0.
Page 1 of 1
FTSE 08-13

—x. — — I.—; ation Statement:
I �L �t J certify to the best of my knowledge that the addition of
the volume o wastewater to be permitted in this project has been evaluated along the route to the
receiving wastewater treatment facility and that the flow from this project is not anticipated to
cause any capacity related sanitary sewer overflows or overburden any downstream pump station
en route to the receiving treatment plant under normal circumstances, given the implementation
of the planned improvements identified in the planning assessment where applicable. This
analysis has been performed in accordance with local established policies and procedures using
the best available data. This certification applies to those items listed above in Sections I and II
plus all attached planning assessment addendums for which I am the responsible party.
Signature of this form indicates acceptance of this wastewater flow.
Page 2 of 2
FTSE 08-13

FTSE PLANNING ASSESSMENT ADDENDUM (PAA)
Submit a planning assessment addendum for each pump station listed in Section II where Available
Capacity is < 0.
Pump Station (Name or Number): 4
Given that:
a. The proportion and amount of Obligated, Not Yet Tributary Daily Flow (C) accounts for
% and MGD of the Available Capacity (E) in Pump Station
; and that
b. The rate of activation of this obligated, not yet tributary capacity is currently approximately
MGD per year; and that
c. A funded Capital Project that will provide the required planned capacity, namely
is in design or under construction with
planned completion in ; and/or
d. The following applies:
Therefore:
Given reasonably expected conditions and planning information, there is sufficient justification
to allow this flow to be permitted, without a significant likelihood of over -allocating capacity in
the system infrastructure.
I understand that this does not relieve the collection system owner from complying with G.S.
143-215.67(a) which prohibits the introduction of any waste in excess of the capacity of the
waste disposal system.
Page 3 of 3
FTSE 08-13

r . rio
yrY6 -
-� t 389 i „� • °
REPLACE EXISTING SEWERl- 1391
LINE IN SAME LOCATION
V 19 14 , 129 e -
77 ` r
=_J -- 20•
L L Y I ' 1" a tic, r d ' _—I iL ' • R
e c e _
1. All
• � ♦ . I ��d 4I � r . � �••.��• PAR
27
VN
1' 16 `• REPLACE EXISTING SEWER I
LINE IN NEW LOCATION
�Sl°Riv • r • �� �
EXISTING SEWER LINES ;
McG
A S S O C I A 'I• E S
ENGINEERING•PLANNING•FINANCE
55 BROAD STREET ASHEVILLE, NC PH. [phone]
�—p
ADAMS DRIVE SEWER IMPROVEMENTS
TOWN OF ANDREWS
HENDERSON COUNTY, NORTH CAROLINA
ANDREWS QUAD MAP

ADAMS DRIVE
SEWER SYSTEM IMPROVEMENTS
TOWN OF ANDREWS
CHEROKEE COUNTY, NORTH CAROLINA
ASSOCIATES@McG
ENGINEERING• PLANNING -FINANCE
55 HROAD STREET ASHEVILLE, NC 28801 PH. [phone] FIRM LICENSE # C-0459

SEC: lVED
-OCT1 6 2013
DWQ/Surface Water Protection Section
Asheville Regional Office

U.
FORM WSCAS 08-13
WATERSHED CLASSIFICATION ATTACHMENT
FOR SEWER SYSTEMS
REGEIVED
OCT 1 6 2013
DWQ/Surface Water Protection Section
nT2—;,,.,mo1 niM—
Applicant Name
Project Name
Town of Andrews
Adams Drive Sewer System Improvements
Professional Engineer Name
Engineering Firm Name
Michael J.Waresak
McGill Associates, PA
Location
River
Waterbody Stream
Waterbody
ID
Name of Waterbody'
County
Basin
Index No.
Classification
Adams Dr
N/alley Rive_'r
Cherokee
Hiwassse
1-52 "9K
XTir
-
--
--
r—
r-
---,
i --- I
L - -
L - !
`- -
L 1
-
--
--
r- 1
- --
r - --
--
- '
-- ----
r _-
-
r -,
- ----J
r- -
L
L-
_1
L -- -.._,
L_»_1
A
' - -=
r --
' If unnamed, indicate "unnamed tributary to X', where X is the named waterbody to which the unnamed tributary joins.
1 certify that as a Registered Professional Engineer in the State of
North Carolina that I have diligently followed the Division's instructions
for classifying waterbodies and that the above classifications are
inclusive of the stated project, complete and correct to the best of my
knowledge and belief.
PE Seal, Signature and Date
*** END OF FORM WSCAS 08-13 ***
U0000
--o
® ° �Qd o
o°o vUfN� �� �?i�0®,,
O O.o p. 0 x® ..
FORM: WSCAS 08-13 Page 1 of 1

Hiwassee River Basin
Name Index Number Classification Class Date
Descri lion I S ecial Designation
Underwood Branch 1-52-32-4 C 07/01/61
From source to Webb Creek
Upper Bell Creek 1-2-1 C 07/01/61
source to North Carolina -Georgia State Line
le'y RIRV re 1-52 C;T� r 07/01/61
From source to Hiwassee Lake
Vengeance Creek
1-52-45
C;Tr
07/01/73
From source to Valley River
Vineyard Creek
1-5-5
C;Tr
07/01/73
From source to Shooting Creek
Wagon Timber Branch
1-52-58-4
C
07/01/61
From source to Colvard Creek
Walker Branch
1-42-1-3
WS-IV
08/03/92
From source to Crawford Creek
Walker Mill Creek
1-58-8
C
09/01/74
From source to Nottely River
Watkins Creek
1-52-6
C;Tr
07/01/73
From source to Valley River
Watson Branch
1-29
WS-IV
08/03/92
From source to Hiwassee River
Weaver Branch
1-52-25-11
C
07/01/61
From source to Junaluska Creek
Webb Creek
1-52-32
C;Tr
07/01/73
From source to Valley River
Webb Creek
1-42-1-1
WS-IV
08/03/92
From source to Crawford Creek
Welch Mill Creek
1-52-40
C;Tr
07/01/73
From source to Valley River.
Wesley Martin Branch
1-52-65
C
07/01/61
From source to Valley River
West Nelson Creek 1-52-5 C;Tr 07/01/73
From source to Valley River
Thursday, February 09, 2012 Based on Classifications as of 20120208 Page 31 of 32

McGill
A S S O C I A T E S
October 15, 2013
Mr. Chuck Cranford
Division of Water Quality -Asheville Regional Office
North Carolina Department of Environment
and Natural Resources
2090 U.S. Highway 70
Swannanoa, North Carolina 28778
Dear Mr. Cranford:
I4
OCT 1 6 2013
DWQ/Sar&ce Water Protectintt Section
Asheville Re ional Office
Re: Town of Andrews
Adams Drive Sewer Line
Fast -Track Permit Application
Cherokee County, North Carolina
The Town of Andrews isL>aeplacng existangsewer�lnes in the vicinity ofdans-Uriv>
�W'hitake Lane and ' ent--Stree Adams Drive will be replacing existing 4 and 6-inch sewer
lines with new 8-inch sewer line and renewed services. The sewer line in Whitaker Lane is
being replaced in the same location to correct grade and backfill issues. The sewer line on Kent
Street is upgrading the sewer line to an area currently served by a 4-inch line. All of the homes
are currently served, so no -additional flow -will. result -from thissproject�--�
Please find enclosed the following:
• Executed Fast Track application form
• Check in the amount of $480 for the application fee
• Flow Tracking/Acceptance form FTSE 10/07
• An 8.5 by 11-inch portion of a USGS map showing the project area
• A street/location map of the project area
o Stream classification form WACAS-12/07 with documentation
The project has of °approxrrrately-2;371.�1ina1 feet of _8_=nchgravry_-sewer line, 746:=
l,feet ;o -� 2=inch-agra�ity sewer line, new manholes and service connections. If you have
any questions on the application submittal, please contact Mike Waresak or myself at any time.
Sincerely,
McGI L ASSOCIATE .A.
VANN WATERS
Senior Engineering Technician_
Enclosures
cc: Teresa Ricks, Town Manager
Mike Waresak, PE, McGill Associates
P:/12.00305/misc/applications/ccl5oct13 NCDENR WQ.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]

M66-30/531
�stcitiien"—
057172
cGillf
DATE

October 15, 2013
AMOUNT
PAY
Four hundred Eighty and 00/100 Dollars
480.00
TOTHE
ORDER
N.C. DENR
OPERATING ACCOUNT
OF
1633 Mail Service Center
_
Raleigh, NC 27699-1633—
`' .

�! Michael F, Easley, Governor
- William G. Ross Jr., Secretary
North Carolina I tment of Environment and Natural Resources
Elba_ Gregory J. Thorpe, Ph. D.
Acting Director
- Division of Water Quality
February 6, 2002
Honorable Mitch Rhinehardt, Mayor
Town of Andrews
Post Office Box 1210
Andrews, North Carolina 28901
SUBJECT: Town of Andrews Sanitary Sewer and
Wastewater Treatment Plant improvements
Permit No. WQ0020678 —
Wastewater Transmission Facilities
Project No. E-SRG-T-99-0056
Cherokee County _...,
C��
Dear Mayor Rhinehardt:
In accordance with your application received on November 14, 2001, we are forwarding
herewith Permit No. WQ0020678, dated February 6, 2002, to the City of Andrews for the
construction and operation of the subject sewer lines, force mains, and pump stations.
This permit shall be effective from the date of issuance until rescinded, and shall be subject
to the conditions and limitations as specified therein.
If any parts, requirements, or limitations contained in this permit are unacceptable to you,
you have the right to an adjudicatory hearing 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 North Carolina General Statutes, and filed with the Office of
Administrative Hearings, 6714 Mail Service Center, Raleigh, N. C. 27699-6714. Unless such
demands are made, this permit shall be final and binding.
Upon completion of construction, and prior to operation of this permitted facility, a
certification must be received from a professional engineer certifying that the permitted facility
has been installed in accordance with the approved plans and specifications. Mail the
Certification to the Non -Discharge Branch; 1617 Mail Service Center, Raleigh, North Carolina
27699-1617. (Engineer's Certification Form is attached.)
One (1) set of final approved plans and specifications is to be forwarded to you, one (1) set
retained for the Construction Inspection Unit, and one (1) set retained for the SRF file. A copy of
the approved plans and specifications shall be maintained on file by the Owner for the life of the
project.
11T
onstruction Grants and Loans Section 1633 Mail Service Center Raleigh, NC 27699-1633 is 5` K
-Mail Address awnrov.nccgl.net g (919 Customer Service
FAX [phone] 623-7748

I
If there are any questions concerning this matter, please contact Mr. Cecil G. Madden, Jr.,
P. E. at [phone].
Sincerely,
I
I
gory J. Thorpe, Ph.
jcting Director
Attachment to All
SM:dr
I
I
cc: McGill Associates (Michael J. Waresak, P.E.)
Cherokee County Health Department
Non -Discharge Unit
Dan Blaisdell, P.E.
Salam Murtada, P.E.
Don Evans
CIU !
DMU
SRG

4. The sewage and wastewater collected by this system shall be treated in the Town of
Andrews' wastewater treatment plant prior to being discharged into the receiving stream.
This permit is not transferable. In the event there is a desire for the facilities to change
ownership, or there is a name change of the Permittee, a formal permit request must be
submitted to the Division of Water Quality (Division) accompanied by an application fee,
documentation from the parties involved, and other supporting materials as may be
appropriate. The approval of this request will be considered on its merits, and may or may
not be approved.
6. Construction of the sewers, pump station(s) and force main shall be scheduled so as not to
interrupt service by the existing utilities, nor result in an overflow or bypass discharge of
wastewater to the surface waters of the State.
7. Upon completion of constriction 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 Branch,
1617 Mail Service Center, Raleigh, North Carolina 27699-1617. (Engineer's Certification
Form is attached.)
8. A copy of the approved plans and specifications shall be maintained on file by the
Permittee for the life of the project.
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 Statutes 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, riles, 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,

NORTH CAROLINA
ENVIRONMENTAL MANAGEMENT COMMISSION
DEPARTMENT OF ENVIRONMENT AND NATURAL RESOURCES
RALEIGH
i
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 HERESY GRANTED TO
Town of Andrews
Cherokee County
FOR THE
construction and operation of approximately 115 linear feet of 8-inch gravity sewer, a 45-GPM
pump station with duplex submersible grinder pumps, on -site audible and visual high-water
alarms, approximately 76 linear feet of 6-inch force main, 4,558 linear feet of 3-inch force main
to serve the I.O.I and O.M.C. lift stations, and the discharge of 14,975 gallons per day of
collected domestic wastewater into the Town of Andrews' existing sewerage system, pursuant to
the application received on November 14, 2001, 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 conditions and limitations:
This permit shall become voidable unless the facilities are constructed in accordance with
the conditions of this permit, the approved plans and specifications, and other supporting
data.
2. This permit is effective only with respect to the nature and volume of wastes described in
the application and other supporting data.
3. The facilities must be properly maintained and operated at all times.

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. The facilities shall be constructed in accordance with the requirements of the North
Carolina Sedimentation Pollution Control Act.
14. Any abandoning of the existing facilities must be done in accordance with the
requirements of the Division of Water Quality's Asheville Regional Office.
NONCOMPLIANCE NOTIFICATION:
15. 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 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.
Permit issued this the 6th day of February, 2002.
NORTH CAROLINA ENVIRONMENTAL MANAGEMENT COMMISSION
J. Thorpe, Ph.D., Kcting Director
ion of Water Quality
Authority of the Environmental Management Commission

NORTH CAROLINA DEPARTMENT OF
ENVIRONMENT AND NATURAL RESOURCES
DIVISION OF WATER QUALITY
July 9, 1999
JUL131^r�
Honorable Jim Dailey, Mayor
Town of Andrews
P. O. Box 1210
Andrews, worth Carolina 28901
SUBJECT:
Dear Mayor Dailey:
`own of Andrews
Preliminary Engineering
The Town of Andrews Preliminary Engineering Report h7as15-0-en-revi d by the
Division of Water Quality. The project consists of replacing approximately 4,9401.f. of
8-inch sewer line, 6,35011 of 10-inch sewer line, 5,6101.f. of 12-inch sewer line, 2,900
l.f. of 15-inch sewer line, 3,2501.f. of 18-inch sewer line; installing seventy-three
manholes and 30 service laterals; installing approximately 4,35011 of 4-inch force
main; and constructing two new pump stations. The project also includes upgrading the
existing WWTP, with no increase in treatment capacity as follows: a new 18-inch
influent line, a new mechanical bar screen and microscreen, an influent Parshall flume
and flow meter, the addition of two pumps to the influent pump station, upgrading the
existing trickling filters, a new plug valve ant', flow meter for recirculation, a new
secondary clarifier, improvements to the existing chlorine contact basin, and associated
electrical repairs/improvements. The total estimated cost of this work is $2,982,000.
The Preliminary Engineering Report is hereby given approval.
A State High -Unit Cost Grant has been requested for this project. The project
falls within the minimum criteria for which the environmental review process is not
required. If the funding source changes to the State Revolving Fund (SRF), then the
environmental review process must be reinstated.
CONSTRUCTION GRANTS & LOANS SECTION
P.O. BOX 29579, RALEIGH. NORTH CAROLINA 27626-0579
PHONE [phone] FAX [phone]
AN EQUAL OPPORTUNITY / AFFIRMATIVE ACTION EMPLOYER - 50 o RECYCLED/10 o POST -CONSUMER PAPER

-2-
If you have any questions concerning this matter, please contact Mr. Jay Lucas at
[phone].
DMB /nw
cc: McGill & Associates
Asheville Regional Office
Don Evans
DMU/FEU
SRG-Application
•
Sincerely,
John R. Blowe, P.E., Chief
Construction Grants & Loans Section

FILE
NCDENR
North Carolina Department of Environment and Natural Resources
Division of Water Quality
Pat McCrory Thomas A. Reeder John E. Skvarla, III
Governor Acting Director Secretary
August 1, 2013
Mr. Bill Green, Acting Town Manager
Town of Andrews
3 Wilson Street
Andrews, NC 28901
Subject: Permit No. WQ0036664
Town of Andrews
Tarrent Street Sewer Line Replacement
Wastewater Collection System
Cherokee County
Dear Mr. Green:
In accordance with your application received July 25, 2013, we are forwarding herewith Permit No.
WQ0036664, dated August 1, 2013, 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 and supplement shall be considered a part of this permit and are therefore incorporated therein
by reference.
Please pay particular attention to the following conditions contained within this permit:
Condition 11.4: Requires that the wastewater collection facilities be properly operated and maintained
in accordance with 15A NCAC 2T .0403 or any individual system -wide collection'system
permit issued to the Permittee.
It shall be responsibility of the Town of Andrews 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.
If any parts, requirements, or limitations contained in this permit are unacceptable, you have the right
to request an adjudicatory hearing upon written request within 30 days following receipt of this permit.
This request must be in the form of a written petition, conforming to Chapter 150E of North Carolina
General Statutes, and filed with the Office of Administrative Hearings, 6714 Mail Service Center, Raleigh,
NC 27699-6714. Unless such demands are made, this permit shall be final and binding.
SURFACE WATER PROTECTION —ASHEVILLE REGIONAL OFFICE One
2090 U.S. Highway 70, Swannanoa, NC 28778 North aa+Tohna
Phone: [phone] FAX: [phone] Aitu ial
Internet: www.ncwatergualitV.org �/
An Equal Opportunity \ Affirmative Action Employer

,jw c
Town of Andrews
WQ0036664
If you need additional information concerning this matter, please contact Wanda Frazier at (828) 296-
4500 or via e-mail at [e-mail]
Sincerely,
0 AI
for Thomas A. Reeder
Division of Water Quality
by Chuck Cranford
Asheville Region Surface Water Quality Supervisor
cc: Vann Waters / Michael Waresak,P.E. - McGill Associates
Cherokee County Health Department
Town of Andrews Building Inspections Department
@Ashe iviv l- e Region -al E ffiee, Sur=face .atanP..rate-cct,-onZFGtio.n
Water Quality Central Files
PERCS (electronic copy)

S Ak
Town of Andrews
WQ0036664
NCDENR
STATE OF NORTH CAROLINA
ENVIRONMENTAL MANAGEMENT COMMISSION
DEPARTMENT OF ENVIRONMENT AND NATURAL RESOURCES
WASTEWATER COLLECTION SYSTEM EXTENSION 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 approximately 321 linear feet of 8-inch gravity sewer as part of the
Tarrent Street Sewer Line Replacement project, and the discharge of previously permitted flow of
collected domestic and commercial wastewater into the Town of Andrews' existing sewerage system,
pursuant to the application received July 25, 2013, and in conformity with 15A NCAC 2T; the Division's
Gravity Sewer Minimum Design Criteria adopted February 12, 1996 as applicable; the Division's
Minimum Design Criteria for the Fast -Track Permitting of Pump Stations and Force Mains adopted June
1, 2000 as applicable; and other supporting data subsequently filed and approved by the Department of
Environment and Natural Resources and considered a part of this permit.
This permit shall be effective from the date of issuance until rescinded and shall be subject to the
specified conditions and limitations contained therein.
Permit issued this the I' day of August, 2013.
fbrThomas A. Reeder
Division of Water Quality
By Authority of The Environmental Management Commission
Permit Number: WQ0036664

SUPPLEMENT TO PERMIT COVER SHEET
Town of Andrews is hereby authorized to:
Construct, and then operate upon certification the aforementioned wastewater collection extension.
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.
Permitting of this project does not constitute an acceptance of any part of the project that does not
meet 15A NCAC 2T; the Division of Water Quality's (Division) Gravity Sewer Minimum Design Criteria
adopted February 12, 1996 as applicable; and the Division's Minimum Design Criteria for the Fast -Track
Permitting of Pump Stations and Force Mains adopted June 1, 2000 as applicable, unless specifically
mentioned herein. Division approval is based on acceptance of the certification provided by 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.
Construction and operation is contingent upon compliance with the Standard Conditions identified
below.
I. STANDARD CONDITIONS
1. This permit shall not be transferable. In the event there is a desire for the wastewater collection
facilities to change ownership, or there is a name change of the Permittee, a formal permit request
shall be submitted to the Division accompanied by documentation from the parties involved., and.. ..,_
other supporting materials as may be appropriate. The approval of this request shall be considered
on its merits and may or may not be approved.
2. This permit shall become voidable unless the wastewater collection facilities are constructed in
accordance with the conditions of this permit; 15A NCAC 2T; the Division of Water Quality's
(Division) Gravity Sewer Minimum Design Criteria adopted February 12, 1996 as applicable; the
Division's Minimum Design Criteria for the Fast -Track Permitting of Pump Stations and Force Mains
adopted June 1, 2000 as applicable; and other supporting materials unless specifically mentioned
herein.
3. This permit shall be effective only with respect to the nature and volume of wastes described in the
application and other supporting data.
4. The wastewater collection facilities shall be properly maintained and operated at all times. The
Permittee shall maintain compliance with an individual system -wide collection system permit for the
operation and maintenance of these facilities as required by 15A NCAC 2T .0403. If an individual
permit is not required, the following performance criteria shall be met as provided in 15A NCAC 2T
.0403:
a. The sewer system shall be effectively maintained and operated at all times to prevent discharge
to land or surface waters, and to prevent any contravention of groundwater standards or
surface water standards.
b. A map of the sewer system shall be developed and shall be actively maintained.

c. An operation and maintenance plan including pump station inspection frequency, preventative
maintenance schedule, spare parts inventory and overflow response has been developed and
implemented.
d. Pump stations that are not connected to a telemetry system shall be inspected every day (i.e.
365 days per year). Pump stations that are connected to a telemetry system shall be inspected
at least once per week.
e. High -priority sewer lines shall be inspected at least once per every six -months and inspections
are documented.
f. A general observation of the entire sewer system shall be conducted at least once per year. .
g. Overflows and bypasses shall be reported to the appropriate Division regional office in
accordance with 15A NCAC 213.0506(a), and public notice shall be provided as required by North
Carolina General Statute §143-215.1C.. ,
h. A Grease Control Program is in place as follows:
1. For public owned collection systems, the Grease Control Program shall include at least
biannual distribution of educational materials for both commercial and residential users and
the legal means to require grease interceptors at existing establishments. The plan shall also
include legal means for inspections of the grease interceptors, enforcement for violators and
the legal means to control grease entering the system from other public and private satellite
sewer systems.
2. For privately owned collection systems, the Grease Control Program shall include at least bi-
annual distribution of grease education materials to users of the collection system by the
permittee or its representative.
3. Grease education materials shall be distributed more often than required in Parts (1) and (2)
of this Subparagraph if necessary to prevent grease -related sanitary sewer overflows.
i.. Right-of-ways and easements shall be maintained in the full easement width for personnel and
equipment accessibility.
j. Documentation shall be kept for Subparagraphs (a) through (i) of this Rule for a minimum of
three years with exception of the map, which shall be maintained for the life of the system.
5. Noncompliance Notification:
The Permittee shall report by telephone to a water quality staff member at the Asheville Regional
Office, telephone number 828-296-4500, 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 SSO and/or spill over 1,000 gallons; or
c. Any SSO and/or spill, regardless of volume, that reaches surface water

Voice mail messages or faxed information is permissible, but this shall not be considered as the
initial verbal report. Overflows and spills occurring outside normal business hours may also be
reported to the Division of Emergency Management at telephone number [phone] or (919)
733-3300. Persons reporting any of the above occurrences shall file a spill report by completing and
submitting Part I of Form CS-SSO (or the most current Division approved 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. Part II of Form CS-SSO (or the most current
Division approved form) can also be completed to show that the SSO was beyond control.
6. Construction of the gravity sewers, pump stations, and force mains shall be scheduled so as not to
interrupt service by the existing utilities nor result in an overflow or bypass discharge of wastewater
to the surface waters of the State.
7. Per 15A NCAC 2T.0116, upon completion of construction and prior to operation of these permitted
facilities, the completed Engineering Certification form attached to this permit shall be submitted
with the required. supporting documents to the address provided on the form. A complete
certification is one where the form is fully executed and the supporting documents are provided as
applicable. 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.
A complete certification is one where the form is fully executed and the supporting documents are
provided as applicable. Supporting documentation shall include the following:
a. One copy of the project construction record drawings (plan & profile views of sewer lines &
force mains) of the wastewater collection system extension. Final record drawings should be
clear on the plans or on digital media (CD or DVD disk) and are defined as the design drawings
that are marked up or annotated with after construction information and show_ required buffers,
separation distances, material changes, etc.
b. One copy of the supporting pump station design calculations (selected pumps, system curve,
operating point, buoyancy calculations, available storage if portable generator(s) or storage
greater than longest past three year outage reliability option selected) for any pump stations
permitted as part of this project.
c. Changes to the project that do not result in non-compliance with this permit, regulations, or the
Minimum Design Criteria should be clearly identified on the record drawings, on the certification
in the space provided, or in written summary form.
Prior to Certification (Final or Partial): Permit modifications are required for any changes resulting
in non-compliance with this permit (including pipe length increases of 10% or greater, increased
flow, pump station design capacity design increases of 5% or greater, and increases in the
number/type of connections),_._, regulations, or the Minimum Design Criteria. Requested
modifications or variances to the Minimum Design Criteria will be reviewed on a case -by -case basis
and each on its own merit. Please note that variances to the Minimum Design Criteria should be
requested and approved during the permitting process prior to construction. After -construction
requests are discouraged by the Division and may not be approved, thus requiring replacement or
repair prior to certification & activation.

% 4%,
S. A copy of the construction record drawings shall be maintained on file by the Permittee for the life
of the wastewater collection facilities.
9. Failure to abide by the conditions and limitations contained in this permit; 15A NCAC 2T; the
Division's Gravity Sewer Design Criteria adopted February 12, 1996 as applicable; the Division's
Minimum Design Criteria for the Fast -Track Permitting of Pump Station and Force Mains adopted
June 1, 2000 as applicable; and other supporting materials may subject the Permittee to an
enforcement action by the Division, in accordance with North Carolina General Statutes §143-
215.6A through §143-215.6C, construction of additional or replacement wastewater collection
facilities, and/or referral of the North Carolina -licensed Professional Engineer to the licensing board.
10. 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.
11. The issuance of this permit shall not exempt the Permittee from complying with any and all statutes,
rules, regulations, or ordinances that may be imposed by other government agencies (local, state
and federal) which have jurisdiction, including but not limited to applicable river buffer rules in 15A
NCAC 2B .0200, erosion and sedimentation control requirements in 15A NCAC Ch. 4 and under the
Division's General Permit NCG010000, and any requirements pertaining to wetlands under 15A
NCAC 2B .0200 and 15A NCAC 2H .0500.

A* FAST TRACK ENGINEERING CERTIFICATION
Permittee: Town of Andrews Permit No. WQ0036664
Project: Tarrent Street Sewer Line Replacement Issue Date: 8/1/13
Complete and submit this form to the permit issuing regional office with the following:
• One copy of the project record drawings (plan & profile views and detail drawings of sewer lines) of the wastewater
collection system extension. Final record drawings should be clear on the plans or on digital media (CD or DVD
disk) in pdf format. Record drawings should indicate the design and the marked up changes during construction.
• Supporting design calculations (selected pumps, system curve, operating point, available storage if portable
generator(s) or storage greater than longest past three year outage reliability option selected) for any pump stations
permitted as part of this project
• Changes to the project should be clearly identified on the record drawings or in written summary form. Permit
modifications are required for any chanqes resulting in non-compliance with this Dermit. regulations or
minimum design criteria. Modifications should be submitted prior to certification.
This project shall not be considered complete nor allowed to operate until the Division has received this Engineer's
Certification and all required supporting documentation. Therefore, it is highly recommended that this certification
be sent in a manner that provides proof of receipt by the Division.
PERMITTEE'S CERTIFICATION
the undersigned agent for the Permittee, hereby state
that this project has been constructed pursuant to the applicable standards & requirements , the Professional
Engineer below has provided applicable design/construction information to ,the Permittee, and the Permittee is
prepared to operate & maintain the wastewater collection system permitted herein or portions thereof.
Printed Name, Title Signature Date
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 subject project for the Permittee hereby state that, to the best of
my abilities, due care and diligence was used in the observation of the construction such that the construction
was observed to be built within substantial compliance of this permit; 15A NCAC 02T; the Division of Water
Quality's (Division) Gravity Sewer Minimum Design Criteria adopted February 12, 1996 as applicable; the
Division's Minimum Design Criteria for the Fast -Track Permitting of Pump Stations and Force Mains adopted June
1, 2000 as applicable; and other supporting materials.
North Carolina Professional Engineer's
Seal, signature, and date:
SEND THIS FORM AND
SUPPORTING DOCUMENTATION
WITH REQUIRED ATTACHMENTS
TO THE FOLLOWING ADDRESS
SURFACE WATER PROTECTION SUPERVISOR
ASHEVILLE REGIONAL OFFICE
2090 US HWY 70
SWANNANOA, NC 28778
The Permittee is responsible for tracking all partial certifications up until a final certification is received. Any
wastewater flow made tributary to the wastewater collection system extension prior to completion of this
Engineer's Certification shall be considered a violation of the permit and shall subject the Permittee to appropriate
enforcement actions.
DWQ Use Only:
Flow from this project is tributary to: NCO020800

Division of Water l
Quality
Fast Track Application (FTA 12.12) for Sewer Systems— Review Checklist
Project Name: Preliminary Review Date: _ - 3 0 -)
Project Number :. =z ' - WQ0036_664 Final Review Date:
Reviewer: tV AWn A- 1 �- z.i e � �'
C
Application Pre -Review
Project is located in a County currently covered by the regional office 'es ❑No
Application and supporting documentation submitted in duplicate? es []No
One Original and One Copy
Ensure that a check for $480 is submitted and made
Application package is complete ;w< wt<
Current application version (FTA 12-12) ?F`V "„ �Ye [:]No
Brief project narrative (per Section A of FTA1') a es ❑No
Certification of Public Convenience and Necesst :'fig,provided es No
(if applicable)
Operational Agreements, signed and dated "'£ «, k<<r= '`'" ' ❑Yes [-]No
(if applicable) £,
Flow Tracking /Acceptance Formfflt%;.,13), signed aiitlated es
qt
Flow Tracking /Acceptance Plannin 96"1 Addendum w ❑Yes QNo
(if applicable) �cWO �' :,.
Site Map and Street Ley Map (per Sec F of F� 2) '' r<; es QNo
Stream Classificatig '•1� SC AS 03-� Fsigned,�� m es [:]No
�'d dater
(mustl�eieei C. PE) ::,<;.. Y
PE Certificatio t ';," ' "application""gn '.> y ❑ ii:., t; ed, seale>" atedb X. No
,,.,...'x >.�
Applicant CertifctEi is signed i dated (or ation letter is provided) es QNo
Permit orfflfit,.
IN '. `
ew Mir ; > it ModificI i f :
Does the'Pt require a permiit the acfi? ❑Yes ❑No
See omitting by Reguls€ (15A IC.02T.0303) for projects deemed permitted
Is the project eligibQ the Fast Trarogram? QYes QNo
Project not permitted'igh the fast tirly c program
ha.>.>
Requires an En ental E s §sment per 15A NCAC 01 C .0408
Is an alternative s;Jo"sure sewers, STEP systems, vacuum systems, etc.)
Is funded through thef cture Finance Section
If the applicant is a private entity (private utility) ❑Yes ❑No
Applicant has been designated as a public utility by the NC Utilities Commission
Has submitted a Certificate of Public Convenience and Necessity (CPCN)
or Letter from the Public Staff of the NC Utilities Commission (contact Central Office)
If the applicant is a private entity (Developer) []Yes ❑No
Has submitted an executed Operational Agreement (DEV 06-13)
If the applicant is a Homeowner's or Property Owner's Association: ❑Yes ❑No
Has submitted an executed Operational Agreement (HOA 06-13)
and, Copy of the Articles of Incorporation, Declarations and By-laws

Wastewater Flow Information
Has the wastewater flow volume been calculated correctly (section B.9 of FTA 12-12)? ❑Yes
Flow is calculated per 15A NCAC 02T.0114
or
If daily design flow is not based on regulations ensure that the applicant has an approved flow reduction of
daily design flow rate on file with the Division.
or
If other than 2T.0114, values must be supported with flow data per 15A NCAC 02T.0114(fl
(Contact Central Office)
Has submitted Flow_Tracking/Acceptance Form_ (FTSE 06-13) _ ❑Yes ❑No
Proper certification per 15A NCAC .0106 (b) Yes �No
Form is dated within one year of receipt of application package ❑Yes ❑No
Is FTSE Planning Assessment Addendum Required? ❑Yes [:]No
Required only for projects where available pump station capacity is < 0.
Contact Central Office if needed
Additional.forms (FTSE 06-13) required? ❑Yes ❑No
Required only if the owner of downstream sewer different then owner of W WTF
Design Information
Has a Stream Classification form been submitted (WSCAS 03-12) ❑Yes ❑No
Required if any portion of project is within 100 feet of any surface water or wetlands
If no, verify separation on submitted USGS Topographic Map
Note, 15A NCAC 02T .0305 (fl contains minimum separations required for sewer
A variance. is required if minimum separations cannot be avoided
Has been signed, sealed, and dated by an N.C. PE ❑Yes ❑No
Is Project design is in accordance with (see section B.13 of FTA 12-12) ❑Yes []No
15A NCAC 02T
Gravity Sewer Minimum Design Criteria (latest version)'
Minimum Design Criteria for Permitting of Pump Stations and Force Mains (latest version)
If no, a variance approval is required per the requirements of 15A NCAC 02T.0105(b)
Applicant must submit TWO copies of the plans, specifications, and calculations
Contact the Central Office to discuss the variance request to determine a course of action. Variance approvals
are issued from the central office. If approved, the variance should be incorporated into the final permit
Project contains high priority lines (15A NCAC 021.0402(2)) ❑Yes ❑No
Contact the Central Office
Application Certification
Has a N.C. PE stamped, signed, and dated the application? ❑Yes ❑No
PE with active license in North Carolina? ❑Yes ❑No
Check the NCBELS to ensure Engineer is currently registered to practice
NCBELS License Lookup
Applicant (Owner/Permittee) signature meets requirement of 15A NCAC .0106(b)? ❑Yes ❑No
If not, is a delegation letter provided, delegating authority? ❑Yes ❑No
If the owner is a corporation, is the corporation registered in N.C.? ❑Yes ❑No
N.C. Secretary of State (Corporation Search)
2

RECEIVED
cGM
- JUL2 5 2013
0!-i M
A S S O C I A T E S
July 24, 2013 DWQ/SW&ee WaterPWeetl0n Seetian
Asheville Regional Office
Mr. Chuck Cranford
Division of Water Quality -Asheville Regional Office
North Carolina Department of Environment
and Natural Resources
2090 U.S. Highway 70
Swannanoa, North Carolina 28778
Re: Town of Andrews
Tarrent Street Sewer Line
Fast -Track Permit Application
Cherokee County,. North Carolina
Dear Mr. Cranford:
The Town of Andrews is proposing a minor reroute of an existing sewer line to divert
existing flow to a nearby newer and larger sewer line to alleviate some flow issues to a. sewer
line downstream. The proposed project -simply reroutes existing flow and does not add any
additional flow to the sewer system.
Please find enclosed the following:
• Executed Fast Track application form
• Check in the amount of $480 for the application fee
• Flow Tracking/Acceptance form FTSE 10/07
• An 8.5 by 11-inch portion of a USGS map showing the project area
• Stream classification form WACAS-12/07 with documentation
The project consists of installation of approximately 321- lineal feet of 8-inch gravity
sewer line, 2 new manholes and. replacement of one existing -manhole. If you have any
questions on the application submittal or the project, please.contact Mike Waresak or myself at
any time.
Since ely,
McG LL ASSOCIAT
GZ2'YY1�
VANN WATERS
Senior Engineering Technician
Enclosures
cc: Mr. Bill Green, Acting Town Manager
Mike Waresak, PE, McGill Associates
P:/12.00305/misc/applications/cc24jui13 NCDENR WQ.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]

7CEL1V-ED
D(
2 5 2013
for X�X
Water Prot �
State of North Carolina
of Environment and Natural Resources
Division of Water Quality
FAST -TRACK APPLICATION (FTA 12-12)
.S, PUMP STATIONS, AND FORCE MAINS
General — When submitting this application, please use the following instructions as a checklist in order to
ensure all required items are submitted. Adherence to these instructions and checking the provided boxes will
help produce a quicker review time and reduce the amount of requested additional information.
For more information, visit the Surface Water Section's Collection Systems website or;
contact the Regional Office serving your county
Unless otherwise noted the Applicant shall submit one original and one copy of the application and supporting
documentation to the appropriate Regional Office (see page 6).
A. Cover Letter:
{f�Efib i(; i:] ii�f�x l t 1r(y r elf U� 11€i[Y:���ef`Y/�: ��.I ��iflhn)I.fl)„� II,N;( IPffU.IJ �14):;XI<<Jfll lyUa) NYYZZ.) 61 �:IJ F�k/�Jf 1��4�1f,1,e) `ai�d�S�11U .lbtJ ,tC�u�uU.a,; �ltv/
'a��fk��.a k)€) aFl�af%i�� h, l�):t,�i; 1ii�.��J .E'uc�€ �)cl'�y ��'C)� fi]'J.f�lll,,« I�'3,�If1,�1 .I`<)�.�'I,Q:.;,s�s)�C:� 1��E�ti��1,}� • • • • - •
B. Application Form (FTA 12-12):
® Submit the completed and appropriately executed Fast -Track (FTA 12-12) Application. Any
unauthorized content changes to this form shall result in the application being returned. If necessary
for clarity or due to space restrictions, attachment to the application may be made, as long as the
attachments are numbered to correspond to the section and item to which they refer. You do not need
to submit detailed plans and specifications unless you respond NO to item B(13).
® The Professional Engineer's Certification of the application shall be signed, sealed and dated by a
North Carolina licensed Professional Engineer.
® The Applicant's Certification of the application shall be signed in accordance with 15A NCAC 02T
.0106(b). Per 15A NCAC 02T .0106(c), an alternate person may be designated as the signing official if
a delegation letter is provided from a person who meets the criteria in 15A NCAC 02T .0106(b).
C.. Application Fee:
® Submit a check in the amount of $480 to: North Carolina Department of Environment and Natural
Resources (NCDENR).
➢ Checks shall be dated within 90 days of application submittal.
D. Certificate of Public Convenience and Necessity (For Privately -Owned Public Utilities Only):
❑ Per 15A NCAC 02T .0115(a)(1), provide two copies of the Certificate of Public Convenience and
Necessity from the North Carolina Utilities Commission demonstrating the Applicant is authorized to
hold the utility franchise for the area to be served by the sewer extension, or
I ❑ Provide two copies of a letter from the North Carolina Utilities Commission's. Water and Sewer Division
Public Staff stating an application for a franchise has been received and that the service area is
contiguous to an existing franchised area or that franchise approval is expected.
❑ The project name in the CPCN or letter must match that provided in Item A(2)a of this application.
E. Operational Agreements (For Home/Property Owners' Associations and Developers of lots to be sold):
➢ Home/Property Owners' Associations
❑ Per 15A NCAC 02T .0115(c), submit the properly executed Operational Agreement (HOA 06-13).
Per 15A NCAC 02T .0115(c), submit a copy of the Articles of Incorporation, Declarations and By-laws.
014 ❑ ➢ Developers of lots to be sold
❑ Per 15A NCAC 02T .0115(b), submit the properly executed Operational Agreement.(DEV 06-13).
Even if the project may be turned over to a municipality upon completion, Form DEV 06-13 is required.
INSTRUCTIONS FOR APPLICATION HRIS 08-11 & SUPPORTING DOCUMENTATION Page 1 of 6

r
stream Sewer, WWTF Capacity and Flow Tracking/Acceptance Form (FTSE 06-13)
bmit the completed and appropriately executed Flow Tracking/Acceptance for Sewer Extension
Permit (FTSE 06-13) Form for all applications.
➢ The applicant (and owners of downstream sewers, pump stations and/or treatment facilities submitting
form FTSE 06-13 certifies that the addition of the volume of wastewater to be permitted in this project
has been evaluated along the route to the receiving treatment plant, and that the flow from this project
will not cause capacity related sanitary sewer overflows or overburden any downstream pump station
en route to the receiving wastewater treatment plant.
➢ .Where the applicant is not the owner of the downstream sewer, submit two copies of form FTSE 06-13
from the owner of the downstream sewer and owner of the WWTF, if different.
➢ The flow acceptance indicated in form FTSE 06-13 must not expire prior to permit issuance and must
be dated less than one year prior to the application date.
➢ Submittal of this application and form FTSE 06-13 indicates that owner has adequate capacity
and will not violate G.S. 143-215.67(a).
➢ Intergovernmental agreements or other contracts will not be accepted in lieu of a project -
specific FTSE 06-13.
F. Site Map (All Application Packages
)> The location of the sewer line and pump stations and be of reproducible quality.
➢ Downstream connection points and the permit number for the receiving sewer (if known)
➢ Pump Station Locations. and the _longitude and latitude for each pump station (if applicable)
G. Stream Classification (WSCAS 03-12)
® Submit the completed and appropriately executed Watershed Classification Attachment form
(WSCAS 03-12) if any portion of the sewer system project is within 100 feet of any surface water or
wetlands.
➢ A variance must be requested for encroachment within required setbacks or buffers pursuant to 15A
NCAC 02T .0305(f)
H. Environmental Assessments (Projects subject to an Environmental Assessment (EA)):
➢ Projects involving an Environmental Assessment per 15A NCAC 01 C .0408 or are funded through the
Division's Infrastructure Finance Section (IFS) must be submitted for a full technical review and must be
I,I submitted to the IFS on application forms provided by the Division.
I. Alternative Sewer Systems
➢ Projects involving low pressure sewer systems, vacuum sewer systems and other alternative sewer
61� systems must be submitted for a full technical review and must be submitted to the Division's
Infrastructure Finance Section (IFS) on application forms provided by the Division.
J. Flow Direction
➢ Many wastewater treatment systems are entering into agreements for regionalization efforts and
n emergency treatment capacity. Parts of the system are installed so that the wastewater flow can be
1r directed to more than one treatment facility. If this is the case with the project, please indicate in B(12)
and give the permit number of the second facility.
K. Certifications — Section C
➢ The application must be certified by both the applicant and the design engineer who is a North
Carolina Registered Professional Engineer (PE). The applicant signature must match the signing
official listed in Item A(1 b). The PE should NOT certify the application if he/she is unfamiliar with 15A
NCAC Chapter 2T, The Gravity Sewer Minimum Design Criteria (most recent version) and the Minimum
Design Criteria for the Permitting of Pump Stations and Force Mains (most recent version), as
applicable to the project.
INSTRUCTIONS FOR APPLICATION FTA 12-12 & SUPPORTING DOCUMENTATION Page 2 of 6

USE THE TAB KEY TO MOVE FROM FIELD TO FIELD
Application Number:
(to be completed by DWQ) WQ0036664-
11.
Owner/Permittee: -✓ -:_ . j
-------_--- ---
1a.
Town of Andrews ----------------_--
Full Legal Name (company, municipality, HOA, utility, etc.)
Z
1 b.
Bill Green, Actin Town Manager
O
Signing Official Name and Title (Please review 15A NCAC 2T .0106 1 for authorized signing officials)
1 c.
The legal entity who will own this system is:
❑ Individual ❑ Federal ® Municipality ❑ State/County ❑ Private Partnership ❑ Corporation ❑ Other (specify):
0
1 d.
3 Wilson Street Ile. Town of A rews
LL
Z
Mailing Address City
1f
North Carolina 19• 28901
Z
State Zip Code J U L 2 5
0
1h.
r1i. 1j.
Q
��.�Qo'�ect'LFacilit
Tlhoe I Facsimile E-mail
------ ---__ 1 ___ .__--------____------- ---____----DWQ/Surface-Water-P-rotechon-Smdoat_-__--
V
y) Information: _ Asb_ev_illeRegional Office
,J
2a.
Tarrent Street Sewer Line Replacement 2b. Cherokee
CL
Brief Project Name (permit will refer to this name) County Where Project is Located
0.
Q �3.
Contact Person: -- ----------- ----- — -- - -- - — -- -
3a.
Vann Waters, McGill Associates, PA
Q
Name and Affiliation of Someone Who Can Answer Questions About this Application
3b.
828-252-0575 13c. [e-mail]
Phone Number I E-mail
11.
Project is ® New ❑ Modification (of an existing permit) If Modification, Permit No.:
!2.
Owner is ® Public (skip to Item B(3)) ❑ Private (go to Item 2(a))
I2a.
If private, applicant will be:
2b. If sold, facilities owned by a (must choose one)
❑ Retaining Ownership (i.e. store, church, single office, etc.) or
❑ Public Utility (Instruction D)
❑ Leasing units (lots, townhomes, etc. - skip to Item B(3))
❑ Homeowner Assoc./Developer (Instruction E)
❑ Selling units (lots, townhomes, etc. - go to Item B(2b))
3.
Town of Andrews
Z
Owner of Wastewater Treatment Facility (WWTF) Treating Wastewater From This Project
O
14a.
Town of Andrews 1,4b. NCO020800
QName
of WWTF I WWTF Permit No.
15a.
Town of Andrews 5b. 8" ® Gravity 5c. unknown
Owner of Downstream Sewer lRecelving Sewer Size ❑ Force Main Permit # of Downstream Sewer (Instruction F)
O
16.
The origin of this wastewater is (check all that apply)_LL
Z
®Residential Subdivision ®Retail (Stores, shopping centers) 100% Domestic/Commercial
❑ Apartments/Condominiums ❑ Institution % Industrial
❑ Mobile Home Park ❑ Hospital
❑ School ❑ Church (Attach Description)
LU
❑ Restaurant ❑ Nursing Home % Other
IL
® Office ❑ Other (specify):
(Attach Description)
7.
Volume of wastewater to be allocated or permitted for this particular project: 0 gallons per day
*Do not include future flows or previously permitted allocations
8.
If the permitted flow is zero, indicate why:
❑ Pump Station, Outfall or Interceptor Line where flow will be permitted in subsequent permits that connect to this line
❑ Flow has already been allocated in Permit No.
® Rehabilitation or replacement of existing sewer with no new flow expected
(see 15A NCAC 02T .0303 to determine if a permit is required) —
FTA 12-12 APPLICATION Page 3 of 6

I9. Provide the wastewater flow calculations used in determining the permitted flow in accordance with 15A NCAC 2T :0114 for
the value in Item 13(7) AND/OR the design flow for line or pump station sizing if a reduced or zero flow is being requested in
Item 13(7). Values other than that in 15A NCAC 2T .0114 (b) and (c) must be supported with actual water or wastewater use
data in accordance with 15A NCAC 2T .0114 (f).
n/a
10. Summary of Sewer Lines to be Permitted (attach additional sheets if necessary)
Size (inches)
Length (feet)
New Gravity or Additional
Force Main
8
321
Gravity
0
W
Z
11. Summary of Pump Stations w/ associated Force Mains to be Permitted (attach additional sheets as necessary)
Z
0
Pump Station Location ID: n/a (self chosen - as shown on plans/map for reference)
0
...
Longitude: Latitude:
Z
O
-
P
Design Flow
Operational Point
Power Reliability Option
Q
(MGD)
GPM @TDH
1 - permanent generator w/ATS;
Force Main Size
Force Main Length
2 - portable generator w/MTS
LL
- — ----
Z
Pump Station Location ID: (self chosen - as shown on plans/map for reference)
I--
Longitude: Latitude:
LV
a
Design Flow
(MGD)
Operational Point
GPM @TDH
Power Reliability Option
1 - permanent generator w/ATS;
Force Main Size
Force Main Length
g
m
2 - portable generator w/MTS
12. Will the wastewater flow in the proposed sewer lines or pump stations be able to be directed to another treatment facility?
❑ Yes ® No If Yes, permit number of 2"d treatment facility
,(RO — if "yes" to B,12 please contact the Central Office PERCS Unit)
13. Does the sewer system comply with the Minimum Design Criteria for the Permitting of Pump Stations and Force Mains
(latest version), the Gravity Sewer Minimum Design Criteria (latest version) and 15A NCAC Chapter 2T as applicable?
® Yes ❑ No If No, please reference the pertinent minimum design criteria or regulation and indicate why a
variance is requested. SUBMIT TWO COPIES OF PLANS, SPECIFICATIONS OR CALCULATIONS
PERTINENT TO THE VARIANCE WITH YOUR APPLICATION
FTA 12-12 APPLICATION
Page 4 of 6

P
Have the following permits/certifications been submitted for approval for the system or project to be served?
Wetland/Stream Crossings - General Permit or 401 Certification? ❑ Yes ❑ No ® N/A
Sedimentation and Erosion Control Plan? [:]Yes [:]No ® N/A
Trout Buffer Waiver? ❑ Yes ❑ No ® N/A
Stormwater? ❑ Yes ❑ No ® N/A
5. Does this project include any high priority lines (15A NCAC 02T .0402 (2)) involve aerial lines, siphons, or interference
manholes)? These lines will be considered high priority and must be checked once every six months
heck if Yes: ❑ and provide details:
a.
Owner/Permittee's Certification: (Signature of Signing Official and Project Name)
1, Bill Green , 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 documentation and attachments are not included, this application package is subject to
being returned as incomplete. Note: In accordance with North Carolina General Statutes 143-215.6A and 143-215.6B,
any person who knowingly makes any false statement, representation, or certification in any application shall be guilty of a
Class 2 misdemeanor, which may include a fine not to exceed $10,000 as well as civil penalties up to $25,000 per
Signin�\Official Signature `_ 1 —ffate
ENGINEERING DESIGN DOCUMENTS MUST BE COMPLETED PRIOR TO SUBMITTAL OF THIS
APPLICATION. THESE DOCUMENTS MUST INCLUDE PLAN AND PROFILE OF SEWERS, THEIR PROXIMITY
TO OTHER UTILITIES, DESIGN CALCULATIONS, ETC. REFER TO 15A NCAC 02T .0305
Z
F- 2. Professional Engineer's Certification: (Signature of Design Engineer and Project Name)
V 1, Michael J. Waresak ,attest that this application for Town of Andrews has been reviewed by me
LL 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. l 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
W Gravity Sewers adopted February 12, 1996, and the Minimum Design Criteria for the Fast -Track Permitting of Pump
() Stations and Force Mains adopted June 1, 2000 and the watershed classification in accordance with Division guidance.
Although other professionals may have developed certain portions of this submittal package, inclusion of these materials
under my signature and seal signifies that 1 have reviewed this material and have judged it to be consistent with the
proposed design. Note: In accordance with NC General Statutes 143-215.6A and 143-215.6B, any person who
knowingly makes any false statement, representation, or certification in any application shall be guilty of a Class 2
(_ misdemeanor which may include a fine not to exceed $10,000 as well as civil penalties up to $25,000 per violation.
2a. Michael J. Waresak W118I///
Professional Engineer Name �0®`�� 00 ����
2b. McGill Associates, PA
Engineering Firm
�2c. 55 Broad Street
Mailing Address
2d. Asheville -- - - — — —�2e. NC 2f. 28801 ', cVV0 1
City I}— State Zip ��®q
2g. 828-252-0575 2h. 828-252-2518 ?i — ---�i ��pl8,1111t`���
ike.waresak@mcgillenginnerTele hone Facsimile NC PE Seal, Signature &Date
FTA 12-12 APPLICATION Page 5 of 6

I
nF WA
0
State of North Carolina
Department of Environment and Natural Resources
Division of Water Quality
Flow Tracking/Acceptance for Sewer Extension Permit Applications
(FTSE 06-13)
Project Applicant Name: Tarrent Street Sewer Line
Project Name for which flow is being requested: Town of Andrews, Main Street Sewer
More than one FTSE may be required for a single project if the owner of the WWTP is not responsible for all pump
stations along the route of the proposed wastewater flow.
I. Complete this section only if you are the owner of the wastewater treatment plant.
a. WWTP Facility Name: Town of Andrews
b. WWTP Facility Permit#: NCO020800
All flows are in MGD
c. WWTP facility's permitted flow I. 5 rrl ad
d. Estimated obligated flow not yet tributary to the WWTP
e. WWTP facility's actual avg. flow
f. Total flow for this specific request
g. Total actual and obligated flows to the facility , �Sd rhfv
h. Percent of permitted flow used SS Rio
II. Complete this section for each pump station you are responsible for along the route of this
proposed wastewater flow.
List pump stations located between the project connection point and the WWTP:
(A) (B) (C) (D)=(B+C) (E)=(A-D)
Design Obligated,
Pump Average Daily Approx. Not Yet Total Current
Station Firm Flow** Current Avg. Tributary Flow Plus
(Name or Capacity,* (Firm / p fl, Daily Flow, Daily Flow, Obligated Available
Number) MGD MGD MGD MGD Flow Capacity***
N/
RECEIVED
L 2 5 2013
DWQ/Surfacc Warms o.,.._-� _
* The Firm Capacity of any pump station is defined as the maximum `pumped flow that
can be achieved with the largest pump taken out of service.
** Design Average Daily Flow is the firm capacity of the pump station divided by a peaking
factor (pf) not less than 2.5.
*** A Planning Assessment Addendum shall be attached for each pump station located
between the project connection point and the WWTP where the Available Capacity is < 0.
Page 1 of 6
FTSE 06-13

I
Certification Statement:
I -71 (3 &MA AMAP), M. certify to the best of my knowledge that the addition of
the volume of wastewater to be permitted in this project has been evaluated along the route to the
receiving wastewater treatment facility and that the flow from this project is not anticipated to
cause any capacity related sanitary sewer overflows or overburden any downstream pump station
en route to the receiving treatment plant under normal circumstances, given the implementation
of the planned improvements identified in the planning assessment where applicable. This
analysis has been performed in accordance with local established policies and procedures using
the best available data. This certification applies to those items listed above in Sections I and II
plus all attached planning assessment addendums for which I am the responsible party.
Signature of this form indicates acceptance of this wastewater flow.
7-22-.2 o/3
Date
Page 2 of 6
FTSF. 06-11

F
al < ova +
HI' 2°ff � d,. II�'I, i`\!. _ �y ,1 (\`,`� • � ,fir~ �`
. it �', � n •J — + ^' '•1391(,
TARRENT STREET SEWER LINE
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el ' J L L Y 1� nPT1�L c Fl • LD I p
EXISTING SEINER LINES r . PA Ors ua!'
� 1 � \tt\�\ a--•. •t,� •Q.. o • - f o•• "• � �'` ,•ii•JJ' m`� k4 ---- -- '`.
/ i.I SEWA'B\ E�F�� � �`'�t • 161 . • .;''� r:��• ' '' • �_ (<JL�_�r�'�y - �'e `� 'y _ � \ - ❑ :�_ ; .-
oL-AIYT—%Lf\l �C • � ®�• J. f_�� .'f� r �.�•v ~ 'ti P �� „�a ��'i— - `t+' I� F-_ \ --
c a ANK 1 • a/ ° �� �.\.� ° - 4\\ CAL _ W.` p b_jn -
/'d ph G=r._ '1�_- ° 17e •I •13 ! �J' ! ..• . 00 �'�"'s •�;,,`.
Po-- TEWAR
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'?Z ���ir 1 e}loRiv ' • _'. � / Y _ � • � � ° i � 1 e �°,-. r • � ` 4,. '.
1507 r iea J ism j� $Town'iT t
_1 1 '�� �� ��� ! � I ( - _�- t•- r � 71{{ to =� r� u� �
s. oc.'rr'' s � � � �ll'rRAI•El�'-�'_ L� l��J 5 '-. � G� -- � ar : _° �.` .S e G,fy�� I505 �! ��`
• +I, f"` f. i. ° b- r ' `1 to i t ,;r�17r - "�. `tl
..ENGTNEERING -PLANNING -FINANCE
TARRENT STREET SEWER LINE
TOWN 60"F MAIN STREET SEWER IMPROVEMENTS
' wr3k F
HENDERSON COUNTY, NORTH CAROLINA
ANDREWS QUAD MAP

�F W kT
FORM WSCAS 03-12
WATERSHED CLASSIFICATION ATTACHMENT o
FOR SEWER SYSTEMS
Applicant Name Project Name
Town of Andrews Tarrent Street Sewer Line
Professional Engineer Name Engineering Firm Name
Michael J. Waresak, PE McGill Associates, PA
Location
ID
Name of Waterbody'
County
River
Basin
Waterbody
Stream Index No.
Waterbody
Classification
Tarrent St
Valley River
Cherokee
Hiwassee
1-52
C; Tr
D
3
DWQ/Surfs
e Water Prot
s e
ille Regional Office
I If unnamed, indicate "unnamed tributary to X', where X is the named waterbody to which the unnamed tributary joins.
I certify that as a Registered Professional Engineer in the State of
North Carolina that 1 have diligently followed the Division's
instructions for classifying waterbodies and that the above
classifications are inclusive of the stated project, complete and
correct to the best of my knowledge and belief.
PE Seal, Signature and Date
*** END OF FORM WSCAS 03-12 ***
�Ba9018BBgq®�,
aoao���
t�nab 0
® 7
FORM: WSCAS 03-12 Page 1 of 1

I
Hiwassee River Basin
Name Index Number Classification Class Date
Descri lion !special Designation
Underwood Branch 1-52-32-4 C 07/01/61
From source to Webb Creek
Upper Bell Creek 1-2-1 C 07/01/61
From source to North Carolina -Georgia State Line
I --—
Valley River 1-52 C;Tr 07/01/61
From source to Hiwassee Lake
Vengeance Creek 1-52-45 C;Tr 07/01/73
From source to Valley River
Vineyard Creek 1-5-5 C;Tr 07/01/73
From source to Shooting Creek
Wagon Timber Branch 1-52-58-4 C 07/01/61
From source to Colvard Creek
Walker Branch
1-42-1-3 WS-IV 08/03/92
From source to Crawford Creek
Walker Mill Creek
1-58-8 C 09/01/74
From source to Nottely River
Watkins Creek
1-52-6 C;Tr 07/01/73
From source to Valley River
Watson Branch
1-29
WS-IV
08/03/92
From source to Hiwassee River
Weaver Branch
1-52-25-11
C
07/01/61
From source to Junaluska Creek
Webb Creek
1-52-32
C;Tr
07/01/73
From source to Valley River
Webb Creek
1-42-1-1
WS-IV
08/03/92
From source to Crawford Creek
Welch Mill Creek 1-52-40 C;Tr 07/01/73
From source to Valley River �—
Wesley Martin Branch 1-52-65 C 07/01/61
From source to Valley River
West Nelson Creek 1-52-5 C;Tr 07/01/73
From source to Valley River
Thursday, February 09, 2012 Based on Classifications as of 20120208 Page 31 of 32

July 19, 2013
PAY Four Hundred Eighty and 001100 Dollars AMOUNT
TO THE
ORDER N.C. DENR 480.00
OR
OF 1633 Mail Service Center
Raleigh, NC 27699-1633 "--"'"'T
_.ii
Iti
4

sya.
ROY COOPER
Governor
Water Resources
ENVIRONMENTAL QUALITY
January 27, 2017
CERTIFIED MAIL
RETURN RECEIPT REQUESTED
7015 0640 0007 9833 9347
Mr. Johnny Brown, Mayor
Town of Andrews
P.O. Box 1210
Andrews, NC 28901
SUBJECT: Request for Payment of Civil Penalty
Program: Town of Andrews
Permit No.: NCO020800
Case Number: PC-2016-0060
Cherokee County
Dear Mayor Brown:
MICHAEL S. REGAN
Secretary
S. JAY ZIMMERMAN
Director
On November 9, 2016, the Supervisor of the Pretreatment, Emergency Response and Collection
Systems (PERCS) Branch of the Division of Water Resources (DWR) assessed a civil penalty
against the Town of Andrews in the amount of $1,064.76, which included $64.76 in investigative
costs, for failure to submit an updated industrial waste survey (IWS) in violation of 15A NCAC
2H .0905 and 40 CFR 403.8(f)(2). DWR has the certified mail green card that shows that you
received the civil penalty assessment on November 14, 2016.
In that letter, you were notified that you had three options available to you within thirty (30) days
according to North Carolina General Statute 143-215.6A. You could pay the penalty, you could
request remission of the penalty, or you could file a contested case petition with the Office of
Administrative Hearings. As of January 27, 2017, our records do not show that you have done
any of those three things.
If our records are in error, please contact me immediately by phone or email. If you have not paid
the penalty, filed for remission or filed a contested case petition, the penalty is due and payable.
Please make the check payable to Department of Environmental Quality and mail it within ten (10)
calendar days to:
Mr. Steve Lewis
DWR PERCS
1617 Mail Service Center
Raleigh, North Carolina 27699-1617
FEB' - 1 2017
Water Quality Regional Opemllons
Asheville Regional Office

Thank you in advance for your prompt attention to this matter. If our records are in error or if you
have any questions, please contact Steve Lewis by phone at [phone] or by email at
[e-mail].
Sincerely,
Deborah Gore, Supervisor
Pretreatment, Emergency Response and Collection
Systems Branch
Division of Water Resources
cc: 1✓andoxi�Davidson; Asheville Regional -Office -Supervisor
Monti Hassan, PERCS Branch
Central Files
State of North Carolina Environmental Quality I Water Resources
1617 Mail Service Center I Raleigh, North Carolina 27699-1617
919-807-6300 1 www.waterquality.org