WQ0035329_Regional Office Historical File Pre 2018

Nort
Beverly Eaves Perdue
Governer
Mr, Edgar Murphrey, Mayor
City of Kings Mountain
PO Box 429
Kings Mountain, NC 2.8086
Dear (V1r. Murphrey,
7A,
NCDENR
1 Carolina Department of Environment and Natural Resources
Division of Water Quality
Ccileen H. Sulins Dee Freeman
Director Secretary
April 27, 2011.
Subject: Permit No, WQ00353 9
T5 ©Kings Mountain LLC Sewer
Realignment
Wastewater Collection System Extension
Cleveland County, North Carolina
In accordance with your complete application received on April 27, 2011, we are forwarding
herewith Perm: it No, WQ0035329 for the construction and operation of the subject wastewater
collection system extension, This permit shall be effective from the date of issuance until rescinded and
shall be subject to the conditions and limitations as specified therein. This cover letter shall be
considered a part of this permit and is therefore incorporated therein by reference.
Please pay particular attention to Permit Condition 3 which requires that the wastewater
collection facilities be properly operated and maintained in accordance with 15A NCAC 2T .0403 or any
individual system -wide collection system permit issued to the Permittee.
Permitting of this project does not constitute an acceptance of any part of the project that does
not meet 1) 15A NCAC 2T; 2) the Division of Water Quality's (Division) Gravity Sewer Minimum Design
Criteria adopted February 12, 1996, as applicable; 3) and the Division's Minimum Design Criteria for
the Fast -Track Permitting of Pump Stations and Force Mains adopted June 1, 2000, as applicable,
unless specifically mentioned herein. Division approval is based on acceptance of the certification
provided by a North Carolina -licensed Professional Engineer in the application. It shall be the
Permittee's responsibility to ensure that the as -constructed project meets the appropriate design criteria
and rules, Failure. to comply may result in penalties in accordance with North Carolina General Statute
§143-215.6A through §143-215.6C, construction cf additional or replacement wastewater collection.
facilities, andlpr referral of the North Carolina -licensed Professional Engineer to the licensing board
Mooresville Regiorrai Office
Locaticiv 610 East Center Ave,, Suite '301 Mooresvite, NC 28115
Phone- (704) 663-16,.1)5 \ Fa v [phone] \ Customer Servic,e: 1-877,.623-6748
internet:
Prt,,mk rIrtr,nrt,r0, L-re
oic
Ni-.411.3C1rohzia

Mu rrey
Page 2
AcT,ii 27, 2CM I
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 for the
construction and operation of approximately 2,703 linear feet of 8-inch gravity sewer and the discharge
of 81,440 gallons per day of domestic wastewater 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 cf Pump Stations and Force Mains adopted
June 1, 2000, as applicable; and other supporting data subsequently filed and approved by the
Department of Environment and Natural Resources and considered a part of this permit.
The sewage and wastewater collected by this system shall be treated in the City of Kings
Mountain VWJTP (NPDES Permit No, NC0020737) prior to. being discharged into the receiving stream.
Assessing subsequent impacts to the downstream collection system and treatment
facility is the complete responsibilityof the City of Kings Mountain. Kings Mountain must utilize
whatever tracking tools necessary for planning additions of sewer flow in order to maintain
compliance with the WWTP permitted limits and the collection system permit WQCS00036.
1.f 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 1508 of North
Carolina General Statutes, and filed with the Office of Administrative Hearings, 6714 Mail Service
Center, Raleigh, NC 27699-6714, Unless such demands are made, this permit shall be final and
binding.
If you need additional information concerning this matter, please contact Dee Browder at (704)
663-.1699.
Sincerely,
Coleen H. Sullins
cc: Mooresville Regional Office, Collection System Perrrit Files
Surface Water Protection Central Files
PERCS

NORTH CAROLINA
ENVIRONMENTAL MANAGEMENT COMMISSION
DEPARTMENT OF ENVIRONMENT AND NATURAL RESOURCES
RALEIGH
WASTEWATER COLLECTION SYSTEM EXTENSION PERMIT
This permit shall be effective from the date of issuance until rescinded and shall be subjectsubjBct to the
following specified conditions and limitations:.
1. This permit shall become 'voidable unless the wastewater collection facilities are constructed in
accordance with the conditions of this permit; 15A NCAC 2T, the Division of Water Quality's
(Division) Gravity Sewer Minimum Design Criteria adopted February 12, 1996,.as applicable; the
Division's Minimum Design Criteria for the Fast -Track Permitting of Pump Stations and Force
Mains adopted June 1, 2000, as applicable; and other supporting materials unless specifically
mentioned herein,
2. This permit shall be effective only with respect to the nature and volume of wastes described n the
application and other supporting data_
3 The wastewater collection facilities shall be properly maintained and operated at all times. The
Permittee shall maintain compliance with an individual system -wide collection system permit for the
operation and maintenance of these facilities as required by 15A NCAC 2T „0403. If an individual
permit is not required, the following performance criteria shall be met as provided in 15A NCAC 2T
0401
a. The sewer system shall be effectively maintained and operated at all times to prevent
discharge to land or surface waters, and any contravention of the groundwater standards in
15.A NCAC 2L .0200 or the surface water standards in 15A NCAC 2B ,0200,
b. A map of the sewer system shall be developed and shall be actively maintained,
c. An operation and maintenance plan shall be developed and implemented,
d, Pump stations that are not connected to a telemetry system shall be inspected every day (i.e,
365 days per year). Pump stations that are connected to a telemetry system shall be
inspected at least once per week,
e. High -priority sewer lines shalt be inspected at least once per every six-month period of time.
f. A general observation of the entire sewer system shall be conducted at lea.st once per year.
g. Inspection and maintenance records shall be maintained for a period of at least three years.
h. Overflows and bypasses shall be reported to the appropriate Division regional office in
accordance with 15A NCAC 2B .0506(a), and public notice shall be provided as required by
North Carolina General Statute §143-215.1C.

4, This permit shall not be transferable. In the event there is a desire for the wastewater collection
facilities to change ownership, or there is a name change of the Permittee, a formal permit request
shall be submitted to the Division accompanied by documentation from the parties involved, and
other supporting materials as may be appropriate. The approval of this request shall be
considered on its merits and may or may not be approved,
Construction of the gravity sewers, 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.
Per 15A NCAC 2T .011 , upon completion iof 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.
A copy of the construction record drawings shall be maintaned on file by the Permittee for the life
of the wastewater collection facilities,
Failure to abide by the conditions and limitations contained in this permit; 15A NCAC 2T; the.
Division:s Gravity Sewer Design Criteria adopted February 12, 1996 as applicable, the Division's
Minimum Design Criteria for the Fast -Track Permitting of Pump Station and Force Mains adopted
June 1, 2000 as applicable; and other supporting materials may subject the Permittee to an
enforcement action by the Division, in accordance with North Carolina General Statutes §143-
215.6A through §143-215,6C,
9. In the event that the wastewater collection facilitiesfail 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
faoiities
10. The issuance of this permit shall not exempt the iPermittee from complying with any and all
statutes, rules, regulations, or ordinances that may be imposed by other government agencies
(local, state and federal) which have jurisdiction, including but not limited to applicable river buffer
rules in 15A NCAC 2B .0200, erosion and sedimentation control requirements in 15A NCAC Ch, 4
and under the Division's. General Permit NCG010000, and any requirements pertaining to wetlands
under 15A NCAC 2B .0200 and 15A NCAC 2H .0500.
11 Noncompliance Notification:
The Permittee shall verbally report to a Division of Water Quality employee at the Mooresville
Regional Office, telephone number [phone], as soon as possible, but in no case more than
24 hours or on the next working day, following the occurrence or first knowledge of the occurrence
of either of the following.
a Any process unit failure, due to known or unknown reasons, that renders the facility incapable
of adequate wastewater transport, such as mechanical or electrical failures of pumps, line
blockage or breakage, etc.; or
b. Any 'failure of a pumping station or sewer line resulting in a by-pass directly to receiving waters.
without treatment of all or any portion of the influent to such station or facility.

Voice mak ssages or foxed inform tion s perms stile, but shall not be considered as the
initial verbal report. Overflows and spills occurring ca tside normal business hours may also be
reported to the Di isson of Emergency Management at telephone number (00 858-0368 or
g l g) 7 -g egg Persons reporting any of the above occurrences shall file a spill report by
completing Part I of Form S- or the most current Division approved form), within five days
following fiat knowledge of the occurrence, This report shall outline the actions taken or
proposed to ensure that the problem does Trot recur. Fart Ik of Fort - (or the most,
current Division approved form) can also be completed to show that the SSO was beyond
cantro .
Permit issued this the 27tn day of April, 2011,
NORTH CAROLINA EN' IR NMENFIAL NAGE ^1ENT COMMI ION
r r Coleen H. Sullins, Director
Division of Water Quality
By Authority of the Environmental Man r�tt Corrrissior
Per ft Number NVQ0035329

Permit No, WQ0035329
April 27, 2011
Own er(WQ C S P
Edgar Murphrey, Mayor
City of Kings Mountain
PO Box 4.2.9
Kings Mountain, NC 28036
PE
Shad W. Walters
McGill Associates, PA
PO Box 1136
Hickory: NC 28603
Complete and submit this farm to the perm, t ssuing regional office with the following;
• One copy of the project record drawings (plan & profile views of sewer lines) cf the wastewater collection
system extension
• Supporting design calculations (selected pumps, system curve, operating point, available storage if portatile
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 iare required for any changes resulting ln non-compliance with this _permit, rei uiations,or
minimum design criteria.
This project shall not be considered complete nor allowed to operate until this Engineer's Certification and ail
required supporting diocumentaticn have been received by the Division,. Therefore, it is highly recommended
that this certification be sent in a manner that provides proof of receipt by the Division.
ENGINEER'S CERTIFICATION
Partial
LI Final
as a duly registered Professional Engineer in the State cf North Carolina, having been
authorized to observe ftil periodically, Cl weekly, full time) the construction of T5 ©Kings Mountain LILO Sewer
Realignment, a Cleveland County project for the Permittee, hereby state that, to the best of my abilities, due care and
diligence was used in the observation of the construction such that the construction was observed to be built within
substantial compliance of this permit i 15A NCAC 2T, the Division of Water Quality's (Division) Gravity Sewer
Minimum Design Criteria adopted February 12, 1995 as applicablei 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
MOORESVILLE REGIONAL OFFICE
SURFACE WATER PROTECTION
610 EAST CENTER AVENUE, SUITE 301
MOORESVILLE NC 28115
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 peril -lit and shall subject the Permittee to appropriate
enforcement actions.

USE THE TA. KEY TO MOVE FROM FIELD TO FIELD
OwnerlPenmittee:
la. City of Kings Mountain
Application Number;
(to be completed by DWQ)
Full Legal Name (company, municipality, HOA, utility, etc.)
Z 1 b. Edgar O. Murphrey, Jr. - Mayor
Signing Official Name and Title (Please review 15A NCAC 2T .01
lc. The legal entity who will own this system is:
0
LL
z
0
1 d PO Box 429
Mailing Address
1 f. NC
State
1 h, 704-734-0333
Telephone
1 i. 704-734-4619
Facsimile
itt
2. Project (Faculty) lnlfarmation:
or authorized signing officials!)
Kings Mountain
City
1 g. 28086
Zip Code i l V;,x
E-mail
2a_ T5 @Kings Mountain LLC Sewer Realignment 2b. Clevela
Brief Project Name (permit will refer to this name)
3. Contact Person:
3a_ Shad W. Walters, PE, McGill Associates, Q.A.
Name and Affiliation of Someone Who Can Answer Quest
3b, 828-328-2024
Phone Number
County Where Project is Located
About this Application
3c. shad.walters@mcgillenginet
E-mail
Project is New El Modification (of n existing permit) If Modification, Permit No.:
2. Owner is
Public (skip to Item B(3))
2a. If private, applicant will be:.
Private (go to Item 2(a))
2b. if sold, facilities owned by a (must
© Retaining Ownership (i.e. store, church, single office, etc.) or
O Leasing units (lots, townhomes, etc. - skip to item 8(3))
El Selling units (lots, townhomes, etc. - go to Item B(2b))
3 City of Kinys Mountain
Owner of Wastewater Treatment Facility (WWIF) Tre
0
u.
z
Pilot Creek Wastewater Treatment Plant
Name of WWTF
City of Kings Mountain 5b, 1int:h Gravity
Owner of Downstream Sewer Receiving Sewer Size 0 Force Main Pe
6. The origin of this wastewater is (check all that apply)
0 Public Utility (Instruction C)
© Homeowner Assoc./Developer (Instruction D)
Project
© Residential Subdivision
0 Apartments/Condominiums
© Mobile Home Park
O School
D Restaurant
0 Office
© Retail (Stores, shopping centers)
© Institution
O Hospital
0 Church
O Nursing Home
® Other (specify):
100 % Domestic/Commercial
% Industrial (attach
description.)
(RO: contact your Regional Office
Pretreatment staff)
% Other (specify);
7. Volume of wastewater to be allocated or permitted for this particular project: 81,4440 gallons per day
*Do not include future flows or previously permitted allocations
If the permitted flow is zero, indicate why:
El Pump Station, Outfall or Interceptor Line where flow will be permitted in subsequent permits that connect to this line
© Flow has already been allocated in Permit No.
© Rehabilitation or replacement of existing sewer with no new flow expected (see 15A NCAC 02T .0303 to determine if a
permit is required)

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 fine 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)
32 employees at 25 gpd/employee = 800 gpd +anticjpated blowdown from cooling towers of 80,640 qpd
10. Summary of Sewer Lines to be Permitted (attach additional sheets if necessary)
Size (inches)
8
Length (feet)
New Gravity or Additional
Force Main
2703 Gravity
11. Summary of Pump Stations wl associated Force Mains to be Permitted (attach additional sheets as necessary)
M Pump Station Location ID NA (self chosen - as shown on plans/map for reference)
Z
17- Design Flow
Operational Point 1 - Power Reliability Option
Z (MGD)
GPM @TDI1 permanent generator w1ATS; Force Main Size Force Main Length
0 2- portable generator wIMTS
*owe.
0
Pump Station Location ID (self chosen - as shown on plans/map for reference)
Design Flow Power Reliability Option
a*. (MGD) Operational Point
1 - permanent generator WATS; Force Main Size Force Main Length
0 GPM @TDI-1
2 - portable generator wINITS
U.
ce Pump Station Location ID (self chosen - as shown on plans/map for reference)
Ill
a. Design Flow
Operational Point ai Power Reliability Option
GPM TDH 1 -
(MGD)permanent generator w/ATS; Force Main Size Force Main Length ,Li
2 - portable generator wlMTS
12. Will the wastewater flow in the proposed sewer lines or pump stations be able to be directed to another treatment facility?
O Yes I4 No If Yes, permit number of fi 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 Fast Track Permitting of Pump Stations and Force
Mains (latest version), the Gravity Sewer Minimum Design Criteria (latest version) and 15A NCAC Chapter 2T as
applicable?
Yes Ej 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

4. Have the folk wing permits/certifications been submitted for approval for the system or project to be served?
Wetland/Stream Crossings - General Permit or 401Certification? 0 Yes El No N/A
Sedimentation and Erosion Control Plan? © Yes © No i? N/A
Stormwater? [] Yes El No N/A
15. Does this project include any high priority lines, [see 15A NCAC 02T .0402 (2)] involve aerial lines, siphons, or interference
manholes)? These lines will be considered high priority and must be checked once every six months
Check if Yes: and provide details
includes an 8-inch aerial sewer crossing at Potts Creek
1. Owner/Permittee's Certification: (Signature of Signing Official and Project Name)
1, Edgar O. Murphrey, Jr. attest that this application for the T5 c Kings Mountain LLC Sewer Realignment
has been reviewed by me and is accurate and complete to the best of my knowledge. 1 understand that if all required
parts of this application are not completed and that if all required supporting documentation and attachments are not
included, this application package is subject to being returned as incomplete. Note: In accordance with North Carolina
General Statutes 143-215.6A and 143-215.6B, any person who knowingly makes any false statement, representation, or
certification in any applic-tion shall be guilty of a Class 2 misdemeanor, which may include a fine not to exceed $10, 0©©
ell as civil penaltiesper viotrion.
1a.
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
CO
Z
©' 2. Professional Engineer's Certification: (Signature of Design Engineer and Project Name)
1, , Shad W. Walters, PE attest that this application for the T5 @Kings Mountain LLC Sewer Realignment has
been reviewed by me and is accurate, complete and consistent with the information in the engineering plans, calculations,
and all other supporting documentation to the best of my knowledge. I further attest that to the best of my knowledge the
proposed design has been prepared in accordance with the applicable regulations, Gravity Sewer Minimum Design Criteria
for Gravity Sewers adopted February 12, 1996, and the Minimum Design Criteria for the Fast -Track Permitting of Pump
Stations and Force Mains adopted June 1, 2000 and the watershed classification in accordance with Division guidance.
Although other professionals may have developed certain portions of this submittal package, inclusion of these materials
under my signature and seal signifies that I have reviewed Tis 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. Shad W. Walters, PE
Professional Engineer Name
2b. McGiII Associates, P.A.
Engineering Finn
2c. Post Office Box 1136
Mailing Address
2d. Hickory 2e. NC 2f. 28603
City State Zip
2i.
[e-mail]
2g. 828-328-2024 2h. 828-328-3870 m
Facsimile E-mail
Telephone
NC PE Seal, Signature & Date

State of North Carolina
Department of Environment and Natural Resources
Division of Water Quality
Flow Tracking/Acceptance for Sewer Extension Permit Applications
(FTSE —10/07)
Project Applicant Name: City of Kings Mountain
Project Name for which flow is being requested: T5 @Kings Motmtain LLC Sewer Realignment
More than one F7SE-10/07 may be required for a single project if the owner ofthe WWTP is not responsible for ali
pump stations along the route of the proposed wastewate
I. Complete this section only if you are the owner of the wastewater treatment plant.
a. WWTP Facility Name: Pilot Creek Wastewater Facility
b. WWTP Facility Permit #: 'NC002Q737
c. WWTP facility's permitted flow
d. Estimated obligated flow not yet tributary to the WWTP
e. WWTP facility's actual avg. flow
f. Total flow for this specific request
g. Total actual and obligated flows to the facility
h. Percent of permitted flow used
Ali flows are in MGD
6.0
0.271
_1.522
.084
1,877
II. Complete this section for each purnp station you are responsible „ along the route of this
proposed wastewater flow.
List pump stations located between the project connection point and the WWTP
Pump Station Name
Approx. Capacity, MGD Approx. Current Avg.
(Firm/Design) Daily Flow, MGD
III. Certification Statement:
I, Edgar O. Murphrey. Jr. certify that, to the best of my
knowledge, the addition of the volume of wastewater to be permitted in this project has been evaluated
along the route to the receiving wastewater treatment facility, and that the flow from this project is not
anticipated to cause any capacity related sanitary sewer overflows or overburden any downstream pump
station en route to the receiving treatment plant under normal circumstances. This analysis has been
performed in accordance with local established policies and procedures using the best available data. This
certification applies to those terns listed above in Sections I and 11 for which I am the responsible party.
Signajofthis indjes acc io4his wastewater flow.
3 - 7 I I
mitrtt fro
Tinto

Instructions for: Flow Tracking/Acceptance for Sewer Extension Permit
Applications (FTSE —10/07)
Section I
a. WWTP Facility Narnc Enter the name of the WWTP that willreceive the wastewater flow.
b. WWTP Facility Permit #: Enter the NPDES or Non -Discharge number for the WWTP receiving the
wastewater flow.
c. WWTP facil ermjtled flow, MGD: From WWTP owner's NPDES or Non -Discharge permit,
d. Estimated obligated flow not yet tributary to the WWTP, MGD: This includes flows allocated to
other construction projects not yet contributing flow to the collection system. Flows allocated through
interlocal agreements or other contracts not yet contributing flow to the collection system are also
included. For POTWs that implement a pretreatment program, include flows allocated to industrial
users who may not be using all of their flow allocation. Please contact your Pretreatment Coordinator
for information on industrial flow tributary to your WWTP.
As ofJanuary 15, 2008 the POTW should have reviewed flow allocations made over the last two
years and reconciled their flow records, to the best of their ability, so it is known how much flow has
been obligated and is not yet been made tributary to the WWTP, in accordance with local policies and
procedures employed by the reporting entity.
The obligated flow not yet tributary plus actual flow will be reconciled annually for systems at less
than 60% of permitted flow used. Annual updates shall be submitted to the appropriate Regional
Office by January 15 of each year and cover the previous calendar year.
Semi -Annual updates shall be required when the percent of permitted flow used reaches 60%. Semi-
annual time period are defined as January 1 through June 30 and July 1 through December 3 1. Semi-
annual updates shall be submitted to the appropriate Regional Office by July 15 and January 15 of
each year.
Quarterly updates shall be required when the percent ofpermitted flow used reaches 80%. Quarters
are defined as Qtrl (Jan -Feb -Mar); Qtr2 (Apr -May -Jun); Qtr3 (Jul -Aug -Sep); Qtr4 (Oct -Nov -Dec).
Quarterly updates shall be submitted to the appropriate Regional Office by April 15, July 15, October
15 and January 15 of each year.
e. WWTP facility's actual avg. flow, D; Previous 12 month average.
Total flow for this specific request, MGD: Enter the requested flow volume.
g. Total actual and obligated flows to the facility, MGD Equals [d + e + 1]
h. Percent ofpnitted flow used: Equals [(g c)*100]

For example:
On January 15 a POT with a permitted flow of 6.0 MGD, reported to the Regional Office that there
is 0.5 MGD of flow that is obligated but not yet tributary. The annualaverage flow for 2007 is 2.7
MGD.
The first Form FTSE-10/07 submitted after January 15, 2008 may have numbers like this:
c. = 6.0 MGD
d. = 0..5 MGD
e.=2.7 MGD
f. = 0.01SMGD
g. -= 3.215 MGD
h. = 53.6 %
The next Form FTSE-10/07
c. = 6.0 MGD
d. 0.515 MGD
e. = 2.73 MGD
f 0.102 MGD
g. = 3.349 MGD
h.=55.8%
ay be updated like this:
Each subsequent Form FTSE-10/i07 will
a
in the s
Section 11
List the name, approximate pump station firm (design) capacity and approximate current average flow
(previous 12 months) through the pump station for each pump station that will be impacted by the
proposed sewer extension project. Include the proposed flow for this project and other flows that have
been approved for the pump station but are not yet tributary.
Firrn (design) capacity is the design average daily flow of the pump station as calculated by the design
engineer or the station capacity with the largest pump out of service as per the Minimum Design Criteria
if the design capacity is unknown.
Section 111
Form FTSE-I0/07 must be signed by the appropriate official as per 1 SA NCAC 02T .0106.

VVA.TERR
1 A
April 13, 2011
Mr. Michael Parker
North Carolina Division of Water Quality
610 East Center Avenue, Suite 301
Mooresville, North Carolina 28.115
RE: T5 a Kings Mountain LIC Sewer Realignment
Kings Mountain, North Carolina
Dea • Mr. Parker:
Please find enclosed for v - •uirr revicw and approval one (1) original and one (1) copy of the
Fast -Track Application for the Gravity Sewers, Pump Stations. and Force Mains, one (1) color
copyof a quad sheet for the above referenced project. Please also find enclosed a check in the
amount of $480 to cover the application fee.
The project includes the installation of approximately 2,700 lineal feet of 8-ineh diameter
gravity sewer line to serve the proposed Infocrossing project in Kings Mountain. -Hie design of
the project has been prepared in accordance •With NCDWQ's minimum design criteria for gravity
sewer lines.
If you have any questions or require additional information regarding this application,
please iteel free to give me a call at 828-328-2024.
Sincerely,.
McGill, ASSOCIATES,
SHAD WALTERS, PE
Project Manager
Enclosures
7 c Deanna M.orezonia, Infocrossing
Gabe Clark, AIA, Corgan Associates
Dennis Wells, City of Kings Mountain
I. O. 01426./DesignTorrespondeneelse1Versub 3apr 1 1 Ic
E rt g neerin g • Planning • i n a n c e
p. 0 Bo I:740 9th Lam., VW, tlick(oy. 2.;,:601
Office' N2=',',32N-2(CRI 3870

Permit Number
Central Files: A SWF
fi41 7,11
003 2 Permit Tracking ii
Program Category
Tin -discharge
Status
Active
Project Type
New Project
Permit Type p. . Version Permit Class
Gravity Sewer Extension, Pump Stations, Pressure Sewer 1 99 Individual
Extensions
Primary Reviewer
dee.drowder
Coastal SW Rite
Permitted Flow
81440
CI
tY
Permit ntact Affiliatinn
Facility Name
T@Kings Moentain LtrC Sewer Realigrrment
Location Address
nr'
Owner Name
City of Kings lcuntain
Dates/Even
nor Region
Mooresville
County
Cleveland
Facility Contact Affiliation
n
Owner Type
Government - Municipal
Owner Affiliation
Edgar 0, Mtrrphre^ Jr.
PO Box 429
Kings Mountai
NC 280860429
0rig issue App Received Draft lnitlas
04127111 04114/11'
Regulated Activiti
Waste r later cellechela
Out
Waterbody Nate
Scheduled
Issuance
Public Note e issue
Effective Exiratmen
04/27/11 04/27/11
ende d/ReceNed Event;
Additional snformalien rs nested
Additional information received
Index Number
Current Class Subbasin

0 PDX 2259 - A ,VILLF, NC 28 02
H.(52 252- 5 5
PAY
TO TH
t1x1OF
DivisHyn
BRANCH CHH BANNING AND T"1 11.S1' CUMPA1Y.
North CarIna
5 ®112-5 1
OP
DATE
ATING ACCOUNT
AUTHORIZED I NATURE
1:0531.01 211:00052 SO Sri5 ±0
8283
1OUNT

July 28, 11
Ms, 1)ec Browder
ter
North Carolina Di ;ic 1 of N.
10 l ast Center Ave eg ` ui
Mooresville, North rthCaro
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Perin 'WQ0035329
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Permit No, WQ0035329
April 27, 2011
Owner/WQCSAANVTP
Edgar Murphrey, Mayor
City of Kings Mountain
PO Box 429
Kings Mountain, NC 28086
PE
Shad W. Walters
McGill Associates, PA
PO Box 1136
Hickory, NC 28603
Complete and submit this form to the permit issuing regional office with the following.
One copy of the project record drawings (plan & profile views of sewer lines) of the wastewater collection
system extension
• Supporting design calculations (selected pumps, system curve, operating point, available storage if portable
generator(s) or storage greater than longest past three year outage reliability option selected) for any pump
stations permitted as part of this project
Changes to the project should be clearly identified on the record drawings or in written summary form, Permit
modifications are re uiredjoranchaflgosresultininnQncompIiance with this permit, regulations or
minimum des an criteria
This project shall not be considered complete nor allowed to operate until this Engineers Certification and all
required supporting documentation have been received by the Division. Therefore, it is highly recommended
that this certification be sent in a manner that provides proof of receipt by the Division.
ENGINEER'S CERTIFICATION
1:-.] Partial 0 Final
tetii‘k„„ , as a duly registered Professional Engineer in the State of North Carolina, having been
authorized to observe eriedically, Ei weekly, full time) the construction of T5 @Kings Mountain LLC Sewer
Realignment, a Cleveland County project for the Permittee, hereby state that, to the best of my abilities, due care and
diligence was used in the observation of the construction such that the construction was observed to be built within
substantial compliance of this permit; 15A NCAC 2T, the Division of Water Quality's (Division) Gravity Sewer
Minimum Design Criteria adopted February 12, 1996 as applicable; the Division's Minimum Design Criteria for the
Fast -Track Permitting of Pump Stations and Force Mains adopted June 1, 2000 as applicable; and other supporting
materials.
North Carolina Professional Engineers
seal, signature, and date,
SEND THIS FORM & SUPPORTING DOCUMENTATION
WITH REQUIRED ATTACHMENTS TO THE FOLLOWING ADDRESS
MOORESVILLE REGIONAL OFFICE
SURFACE WATER PROTECTION
610 EAST CENTER AVENUE, SUITE 301
MOORESVILLE NC 28115
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
Engineers Certification shall be considered a violation of the permit and shall subject the Permittee to appropriate
enforcement actions