WQ0034552_Regional Office Historical File Pre 2018

A-1'17A
NCDE R
North Carolina Department of Environment and Natural Resources
Division of Water Quality
Beverly Eaves Perdue Coieen H. Sullins Dee Freeman
Governor Director Secretary
February 10, 2010
Mr. Steve Peeler, Director of Public Works
The City of Lincolnton
PO Box 617
Lincolnton, NC 28208
Subject: Permit No. WQ0034552
Walmart Store #1209-06
Wastewater Collection System Extension
Lincoln County, North Carolina
Dear Mr. Peeler,
In accordance with your complete application received on February 5, 2009, we are forwarding
herewith Permit No. WQ0034552 dated February 10, 2010, to the City of Lincolnton 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the date of issuance until rescinded and shall be subject to the conditions and limitations as specified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 of additional or replacement wastewater collection
facilities, and/or referral of the North Carolina -licensed Professional Engineer to the licensing board.
.Mooresville Regional Office
Location: 610 East Center Ave., Suite 301 Mooresville, NC 28115
Phone: [phone] Fax: [phone] Customer Service: 1-877-623-6748
NorthCaro]ina

Mr, Pe ewer
Page 2
February 10, 2010
In accordance with the provisions of Article 21 of Chapter 143, Genera Statutes of North Carolina as
amended, and other applicable Laws, Rules, and Regulations, permission is hereby granted for the
construction and operation of approximately 1,433 linear feet of 8-inch gravity sewer and the discharge
of 5,840 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 of Pump Stations and Force Mains adopted
June 1, 2000, as applicable; and other supporting data subsequently filed and approved by the
Department of Environment and Natural Resources and considered a part of this permit.
The sewage and wastewater collected by this system shall be treated in the City of Lincolnton
WWTP (NPDES No. NC0025496) prior to being discharged into the receiving stream,
Assessing subsequent impacts to the downstream collection system and treatment
facility is the complete responsibility of the City of Lincolnton. Lincolnton must utilize whatever
tracking tools necessary for planning additions of sewer flow in order to maintain compliance
with the WWTP permitted limits and the WQCS00040 permit.
Condition 12 of this permit requires submittal of records and methods used to determine
infrastructure system capacity. This information will be required prior to issuance of additional
permitted allocations to this collection system.
If any parts, requirements, or limitations contained in this permit are unacceptable, you have the
right to request an adjudicatory hearing upon written request within 30 days following receipt of this
permit, This request must be in the form of a written petition, conforming to Chapter 150E of North
Carolina General Statutes, and filed with the Office of Administrative Hearings, 6714 Mail Service
Center, Raleigh, NC 27699-6714. Unless such demands are made, this permit shall be final and
binding.
If you need additional information concerning this matter, please contact Dee Browder at 704)
663-1 699,
Sincerely,
7
Coleen H. Sullins
cc: Mooresville Regional Office, Collection System Permit 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 subject to the
following specified conditions and limitations:
1. This permit shall become voidable unless the wastewater collection facilities are constructed in
accordance with the conditions of this permit; 15A NCAC 2T; the Division of Water Quality's
(Division) Gravity Sewer Minimum Design Criteria adopted February 12, 1996, as applicable; the
Division's Minimum Design Criteria for the Fast -Track Permitting of Pump Stations and Force
Mains adopted June 1, 2000, as applicable; and other supporting materials unless specifically
mentioned herein.
2. This permit shall be effective only with respect to the nature and volume of wastes described in the
application and other supporting data.
3. The wastewater collection facilities shall be properly maintained and operated at all times. The
Permittee shall maintain compliance with an individual system -wide collection system permit for the
operation and maintenance of these facilities as required by 15A NCAC 2T .0403. If an individual
permit is not required, the following performance criteria shall be met as provided in 15A NCAC 2T
.0403:
a. The sewer system shall be effectively maintained and operated at all times to prevent
discharge to land or surface waters, and any contravention of the groundwater standards in
15A NCAC 2L .0200 or the surface water standards in 15A NCAC 28 .0200.
b. A map of the sewer system shall be developed and shall be actively maintained.
c. An operation and maintenance plan shall be developed and implemented.
d. Pump stations that are not connected to a telemetry system shall be inspected every day (i.e.
365 days per year). Pump .stations that are connected to a telemetry system shall be
inspected at least once per week.
e. High -priority sewer lines shall be inspected at least once per every six-month period of time.
f. A general observation of the entire sewer system shall be conducted at least once per year.
g. Inspection and maintenance records shall be maintained for a period of at least three years.
h. Overflows and bypasses shall be reported to the appropriate Division regional office in
accordance with 15A NCAC 2B .0506(a), and public notice shall be provided as required by
North Carolina General Statute §143-215.1 C.

This permit shall not be transferable. In the event there is a desire for the wastewater collection
facilities to change ownership, or there is a name change of the Permittee, a formal permit request
shall be submitted to the Division accompanied by documentation from the parties involved, and
other supporting materials as may be appropriate. The approval of this request shall be
considered on its merits and may or may not be approved.
5, Construction of the gravity sewers, pump stations, and force mains shall be scheduled so as not to
interrupt service by the existing utilities nor result in an overflow or bypass discharge of wastewater
to the surface waters of the State.
Per 15A NCAC 2T ,0116, upon completion cf 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 shalt/ be maintained on file by the Pe
of the wastewater collection facilities.
it.
ee for the life
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.
In the event that the wastewater collection facilities fail to perform satisfactorily, including the
creation of nuisance conditions, the Permittee shall take immediate corrective action, including
those as may be required by this Division, such as the construction of additional or replacement
facilities.
10. The issuance of this permit shall not exempt the Permittee from complying with any and all
statutes, rules, regulations, or ordinances that may be imposed by other government agencies
(local, state and federal) which have jurisdiction, including but not limited to applicable river buffer
rules in 15A NCAC 2B .0200, erosion and sedimentation control requirements in 15A NCAC Ch. 4
and under the Division's General Permit NCG010000, and any requirements pertaining to wetlands
under 15A NCAC 2B .0200 and 15A NCAC 2H .0500.
11. Noncompliance Notification:
The Permittee shall 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 mail messages or faxed information is permissible, but shall not be considered as the
initial verbal report. Overflows and spills occurring outside normal business hours may also be
reported to the Division of Emergency Management at telephone number [phone] or
[phone]. Persons reporting any of the above occurrences shall file a spill report by
completing Part I of Form CS-SSO (or the most current Division approved form), within five days
following first knowledge of the occurrence. This report shall outline the actions taken or
proposed to ensure that the problem does not recur. Part II of Form CS-SSO (or the most
current Division approved form) can also be completed to show that the SSO was beyond
control.
12. The City of Lincolnton shall provide the Mooresville Regional Office, Surface Water Protection
Section with a report that details how flow tracking is implemented for their system. This report
shall include the methods and records maintained to determine pump station existing capacity
based on regular daily flow and peaking circumstances. This information must be submitted
prior to requesting any additional allocation of flow to any portion of the City of Lincolnton
collection system.
Permit issued this the 10th day of February, 2010.
NORTH CAROLINA ENVIRONMENTAL MANAGEMENT COMMISSION
for Coleen H. Sullins, Director
Division of Water Quality
By Authority of the Environmental Management Commission
Permit Number WQ0034552

Fast Track Engineering Certification
Permit No. WQ0034552
February 10, 2010
Owner/WQCS/ VWTP PE
Stephen Peeler Austin Watts
City of Lincolnton Kimley-Horn and Associates, Inc.
PO Box 617 4651 Charlotte Park Drive
Lincointon, NC 28093 Charlotte, NC 28217
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 perrnitted as part of this project
• Changes to the project should be clearly identified on the record drawings or in written summary form. Permit
modifications are required for any changes resulting in non-compliance with this permit, regulations or
minimum design criteria.
This project shall not be considered complete nor allowed to operate until this Engineer's Certification and all
required supporting documentation have been received by the Division. Therefore, it is highly recommended
that this certification be sent in a mariner that provides proof of receipt by the Division.
ENGINEERS CERTIFICATION
❑ Partial ❑ Final
, as a duly registered Professional Engineer in the State of North Carolina, having been
authorized to observe (❑ periodically, ❑ weekly, ❑ full time) the construction of Waimart Store #1209-06, a Lincoln
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 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 permit and shall subject the Permittee to appropriate
enforcement actions.

USE THE TAB KEY TO MOVE FROM FIELD TO FIELD! Application Number:
(lc be completed by DWQ)
Owner/Permittee:
The City of Lincolnton
Full Legal Name (company, municipality, HOA, utiBity, etc.)
Z 1b. Steve Peeler, Director of Public Works
Signing Official Name and Title (Please review 15A NCAC 2T .0106 (b) fo
0
LL.
z
The legal entity who will own this system is:
© Individual ❑ Federal El Municipality [1 Stated County ❑ Private Partnership © Corporation ❑ Other
d, PO Box 617
Mailing Address
North Carolina
State
1 h, 704-736-8940
Telephone
:..........................................
2. Project (Facility) Infol
2a, Weimar( Store #1209-06
Facsimile
tion:
Brief Project Name (permit will refer to this name)
Contact Person:
Austin Watts
Name and Affiliation of Someone Who Can Answer Questions About this Applica
Lincointon
City
g. 28093
Zip Code
stevepeolerrci
E-mail
3b. 704-319-5698
Phone Number
Project is New ❑ Modification (of an existin
permit)
2b. Lincoln
County Where Proj
nton.nc.us
pecify):
3c, Austin,
E-mail
Modification, Permit No.:
2. Owner is [0 Public (skip to Item B(3))
2a. If private, applicant will be:
❑ Private (,go to Item 2(a))
2b. If sold, facilities own
❑ Retaining Ownership (i.e, store, church, single office, etc) or
❑ Leasing units (lots, townhomes, etc, - skip to Item B(3))
Selling units (lots, townhomes, etc, - go to Item B(2b))
City of Lincolnton
is Located
-harn.com
by a (must choose one
❑ Public utility (Instruction. C)
❑ Homeowner Assoc./Developer (In.
Owner of Wastewater Treatment Facility (WWTF) Treating Wastewt
4a, City of Lincolnton,NC 0025496
Name of WWTF'
aa. City of Lincolnton l5b 18 Gravity
Owner of Downstream Sewer Receiving Sewer Size 'D Force Main
i'. The origin of this wastewater is (check all that apply):
❑ Residential Subdivision
❑ Apartments/Condominiums
❑ Mobile Home Park
❑ School
0 Restaurant
❑ Office
From This Project
4b. 0025496
WWTF Permit No.
c. WQCS 0040
Permit # of Downstr
® Retail (Stores, shopping centers)
0 Institution
❑ Hospital
❑ Church
❑ Nursing Home
❑ Other (specify):
Volume of wastewater to be allocated or permitted for this particular project:
*Do not include future flows or previously permitted allocations
If the permitted flow is zero, indicate why:
action D)
Domestic/Commercial
Industrial (attach
description.)
(RO: contact your Regional Office
Pretreatment staff)
% Other (specify):
5,840 gallons per day
Pump Station, Outfall or Interceptor Line where flow will be permitted in subsequent permits that connect to this line
El 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)
7

. 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).
5,840 gal/day based on historical flow data (see attachment)
10. Summary of Sewer Lines to be Permitted (attach additional sheets if necessary)
Size (inches)
Length (feet)
New Gravity or Additional
Force Main
8
1433
Gravity
0
11. Summary of Pump Stations wl associated Force Mains to be Permitted (attach additional sheets as necessary)
iU
n
Pump Station Location ID (self chosen - as shown on plans/map for reference)
Z
O
Design Flow
(MGD)
I
t Power Reliability Option
Operational Point: 1 - permanent generator w/ATS; Force Main Size
GPM @TDH 1 2 - portable generator w/MTS
Force Main Length
Z
O
Pump Station Location ID (self chosen - as shown on plans/map
for reference)
E
re
0
1.1-
Design Flow Power Reliability Option
(MGD) Operational Point; 1 - permanent generator w/ATS;
1 GPM @TDH 2 - portable generator w/MTS
Force Main Size
Force Main Length
Z
,
i—
ce
Pump Station Location ID (self chosen - as shown on planslmap for reference)
W
a
COGPM
I
Design Flow 1 Operational Point
(MGD) 1 @TDH
i
Power Reliability Option
1 - permanent generator w/ATS; ; Force Main Size
2 - portable generator wIMTS
Force Main Length
i 1
e
12. Will the wastewater flow in the proposed sewer lines or pump stations be able to be directed to another treatment facility?
El Yes li No If Yes, permit number of 2nd treatment facility
.(RO - if "yes.' to B,12 please contact the Central Office PERCS Unit)
113. Does the sewer system comply with the Minimum Design Criteria for the Fast Track Permitting of Pump Stations and Force
Mains (latest version), the Gravity Sewer Minimum Design Criteria (latest version) and 15A NCAC Chapter 2T as
applicable?
/i Yes ■ No If No, please reference the pertinent minimum design criteria or regulation and indicate why a
variance is requested. SUBMIT TWO COPIES OF PLANS, SPECIFICATIONS OR CALCULATIONS
PERTINENT TO THE VARIANCE WITH YOUR APPLICATION
FTA12/07

14, Have the following permits/certifications been submitted for approve
Wetland/Stream Crossings - General Permit or 401Certification? D Yes D No
Sedimentation and Erosion Control Ran? El Yes E No
Storrnwater?
El Yes
No
he system or project to be served?
Q N/A
LJ N/A
El N/A
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 consideredhigh priority and must be checked once every six months
heck if Yes: El and provide details
OwneriPermittee's Certification: (Signature of Signing Official and Project Name)
attest that this application for Walmart. Store #1209-06 has been review&
by me and is accurate and complete to the best of my knowledge. l 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 143-2' -;., any p `.dr w • ,' *ly makes any false statement, representation, or certification in any
application sh `.e .uilty cr; . a, misderna rnor, which may include a fine not to exceed $10,000 as well as civil
0
ENGINEERING DESIGN DOCUMENTS MUST BE COMPLETED PRIOR TO SUBMi l 1 AL OF THIS
APPLICATION. THESE DOCUMENTS MUST INCLUDE PLAN AND PROFILE OF SEWERS, THEIR PROXIMITY
N TO OTHER UTILITIES, DESIGN CALCULATIONS, ETC. REFER TO 15A NCAC 02T ,0305
Z
0
2, Professional Engineer's Certification: (Signature of Design Engineer and Project Name)
u. " e'� WU,'(.s E. , attest that this application for Walmart Store #1209-06 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 I
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 l 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 143-215.68, any person who knowing
makes any false statement, representation, or certification in any appliicatkm 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. Austin L. Watts
Professional Engineer Name
2b, Kimle Horn and Associate
Engineering Firm
2c, 4651 Charlotte Park Drive
Mailing Address
2d, Charlotte 2e NC 2f, 28217
City State Zip
2g. 704-319-5698 2h, 2i. Austin, as k'snntey
Telephone Facsimile E-mail
FTA 12a/07

NARRATIVE
Date: December 2009
Subject: The City of Lincolnton Public Works
Walmart Store #1209-06 Public Gravity Line
Lincoln County, NC
Project Description
The purpose of the above referenced project is to construct approximately 1,433 LF of 8" diameter gravity
sewer predominantly along North Generals Boulevard. This sewer line is the proposed relocation of an
existing sanitary sewer line that currently runs through the property where the construction of a new
Walmart is proposed. The described alignment is located in Lincoln County. The proposed relocation will
tie into the existing 18" sanitary sewer line in the northwestern corner of the project site where the existing
Iine currently connects. The appropriate permanent easement is in the process of being acquired for all
areas in which the proposed alignment is outside NCDOT right-of-way. Only the new flow into the system
is being permitted at this time. The existing flow through the line to be relocated has previously been
permitted. The original sanitary sewer line carries only domestic flow.
Site Description
The entire proposed gravity line will be located in a permanent utility easement. The proposed gravity line
will not cross any NCDOT state roads and will run adjacentto the future Walmart. The project site for this
sewer line and the proposed Walmart is on North Generals Boulevard, in the city of Lincolnton,
approximately 0.6 miles from the intersection of E. Main Street and Generals Boulevard.

Komley-Hom and Associates, Inc.
WALMART STORE
#1209-06
LINCOLNTON, NC
USGS TOPO MAP
1"=5©0'
TM OOCUMIENT. TOOERER MTH THE CONCEPTS WC COMIC PMESENIE77 WOK A7 NI INSTRUMENT Cf SERHCLq MOFJIOEA ONLY ►OR TIC PURPOSE NC CUM FOR *CH rt MMS PIKWM REM
Cf N'ET MPRCP R RELVECE OM TM WC.1rM@IT MTHOUT MUTTER MJIFithTg* A O I FTATU4 9Y KIMLEI-JC331 MC ASSOCIATES„ I. lWEl 9E VOW" LANNY 10 I fY-NOIMI NC ASSOl3NES. NC.

�oF \NA7-&, State of North Carolina
O G Department of Environment and Natural Resources
Fos
Division of Water Quality
WATERSHED CLASSIFICATION ATTACHMENT
(WSCAS-12/07)
FOR SEWER SYSTEMS
The Division of Water Quality (Division) will not consider this attachment form to be
complete unless all the instructions are followed. Failure to follow the instructions or to
submit all of the required items will lead to additional application processing and review
time.
For more information or for an electronic version of this form, visit our web site at: http://
http:l/h2o.enr.state.nc.us/peres/
INSTRUCTIONS TO THE APPLICANT:
A. Attachment Form:
✓ If the sewer system project area is a minimum of 100 feet from any surface water or wetlands, this
as classification is NOT necessary. If any portion of the sewer system project is within 100 feet of
any surface water or wetlands, this form must be completed if there are proposed design conflicts
with setbacks or buffers listed in 2T .0305 (f)..
✓ Do not submit this attachment form for review without a corresponding permit application (Form
FTA-12/07) unless requested by the Division.
✓ Any changes to this attachment form will result in the application package being returned.
B. Prepare the attachment form with the requested information for each portion or location of the
sewer system that is in conflict with a waterbody or wetlands.
✓ Use the Division's guidance document entitled, "DETERMINING STREAM CLASSIFICATIONS
FOR FORM WSCAS-12107 (SEWER SYSTEMS)" to collect the stream classification data. This
document is available from our web site at the address shown above or by contacting the
appropriate Division of Water Quality regional office.
1 The same Professional Engineer who certified the permit application form should seal this form.
Different Professional Engineering seals may be accepted from engineers within the same firm.
✓ Submit an 8.5-inch by 11-inch COLOR copy of a USGS Topographic Map of sufficient scale to
identify the entire project area and the closest surface waters. Each map or maps must show the
location of the sewer line and pump stations and be of reproducible quality. For instance, the
project involves 4 miles of interceptor sewer that traverses over or near several different
waterbodies (or counties, basins, etc.). The map should have location ID's for each different
waterbody (where the sewer line is within the setback/buffer) and corresponding classifications
should be recorded.
C. Include the attachment form and the map portions with the permit application for submittal to
the appropriate regional office.
1 A list of the Division's regional offices, their county coverage, and their contact information may be
downloaded from the web site at: http:f/www.enr.state.nc.us/html/reoionaloffices.html.
***THESE INSTRUCTIONS DO NOT NEED TO BE SUBMITTED***
INSTRUCTIONS FOR FORM: WSCAS-12/07

FORM WSCAS-12/07
WATERSHED CLASSIFICATION ATTACffi1:ENT
FOR SEWER SYSTEMS
o�aF WATERPG
Applicant Name
Project Name
Wal-Mart Real Estate Business Trust
Walmart Store #1209-06
Professional Engineer Name
Engineering Firm Name
Austin L. Watts
Kimley-Horn and Associates, Inc.
Location
ID
Name of Waterbody'
County
River
Basin
Waterbody Stream .
Index No.
Waterbody
Classification
1
Clark Creek
Lincoln
Catawba
11-129-5-(9.5)
WS-11/
2
Walker Creek
Lincoln
Catawba
11-129-5-10
WS-Iv
3
Unnamed Tributary to Walker
Creek
Lincoln
Catawba
11-129-5-10
WS-IV
1 If unnamed. indicate "unnamed tributary to X". where Xis the named waterbody to which the unnamed tributary joins.
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-12107 ***
FORM: WSCAS-12/07
Page 1 of I

Browder, Dee
From: Stephen H. Peeler[[e-mail]]
Sent: Friday, February 05, 2010 11:28 AM
To: Browder, Dee
Subject: Wal Mart Flow Tracking
Attachments: Walmart Flow Tracking0001.pdf
Here is the Form.

State of North Carolina
Department of Environment and Natural Resources
Division of Water. Quality
Troc ng/Acceptance for Sewer Extension Permit Applications
(FTSE —1 fl/07)
Project Applicant. Name: \a1-Mart Real Estate s ss Trust
Project Name fiver which f owg is being requested: __Wa;lmart Supercent r #1 09-06
More than one .FTSE-10✓07 may be require "n
pump stations along the route of'the proposed
ingle project if the owner ra tdrt 8sV 4TP is not resporisihle for all
avater„flow
I. Complete this section only if you are the overact of.the wastewater treatment plant.
a.. WWTP Facility Name. :"ity i.ncolnton. C 0025496
b. WWTP Facility Perrn.it .#: 0025496 _
c. "+%W'T`P 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 ob igated.flows to the facility
h. Percent of per ed flow used
All flows are in MGD
0.0058 MGD
I. Complete this section for each pump station you are responsible for along the route of this
proposed wastewater fl.ow.
List pump stations located between the project connection point and the W'' VTP
Pump Station Name
Betty Ross Lid Statio
A.pprox. Capacity. MGD
(Firnv/Design)
—57
Approx. Current Avg.
Daily. Flow, MGD
IIL Certification. Statement:
I, i'ie,v', k,/�. , certify that, to the best of my knowledge, the addition of th.e
volume of wasstewatcr 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 po and , i'� res use -g the best available data. This certification applies to those items
listed and am the responsible party. Signature of this form indicates

Instructions for: Flow Tracking/Acceptance for Sewer Extension Permit
Applications (FTSE —10/07)
Section I
a. WWTP Facility Name: 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 facility's permitted 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 of January 15, 2008 the POTW should have reviewed flow allocations made over the Iast 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 31. 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 of permitted flow used reaches 80%. Quarters
are defined as Qtr1 (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, MGD: 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 + f]
h. Percent of permitted flow used: Equals [(g / c)*100]

For example:
On January 15 a POTW 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 annual average 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. = 0.015 MGD
g. = 3.215 MGD
h. = 53.6%
The next Form FTSE-10/07 may be updated like this:
c. = 6.0 MGD
d. = 0.515 MGD
e. = 2.73 MGD
f. = 0.102 MGD
g. = 3.349 MGD
h. = 55.8 %
Each subsequent Form FTSE-10/07 will be updated in the same manner.
Section II
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.
Firm (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 HI
Form FTSE-10/07 must be signed by the appropriate official as per 15A NCAC 02T .0106.

HISTORICAL FLOW DATA FOR 195 PROTO WALMARTS
195 Proto
Store Name
- Store #
Average
Domestic per
_ Day
ii villepl i#4274
a-
427A
.=;s.
5,241.
Wend, NO.#4 3 ':
4273
: ,:
6.207
Con ver. NC 44224
4224
".'
5.753
North Chadestan,SC 43367 -,
',.
3367'::
:.
. 6.142
.. .............
Average 5,$361

WAr -
QG
-mac Flow Tracking/Acceptance for Sewer Extension Permit Applications
.(FTSE —10/07)
State of North Carolina
Department of Environment and Natural Resources
Division of Water Quality
Project Applicant Name: _WaI-Mart Real Estate Business Trust
Project Name for which flow is being requested: _Waimart Supercenter #1209-06
More than one FTSE-10/07'nav be required for a single project if the owner of the IVWTP is not responsible for all
pwnp stations along the route of the proposed wastewater flow
1. Complete .this section only if you are the owner of the wastewater treatment plant.
a. WWTP Facility Name: City of Lincolnton, NC 0025496
b. WWTP Facility Permit #: 0025496 . .
c. WWTP facility's permitted flow
d. Estimated obligated flow not yet tributary to the WWTP
e. WWTP faciIity's actual avg. flow
f. Total flow for this specific request
g. Total actual and obligated flows to the facility
h. Percent of permitted flow used
All flows are in. MGD
�.. O
A y'
0.0058 MOD
V.S 1
i7•P4%;
II. Complete this section for each pump station you are responsible for along the route of this
proposed wastewater flow.
List pump stations located between the project connection point and the, WWTP
Pump Station Name
Ross Lift Station #1
Approx. Capacity, MGD .Approx. Current Avg.
(Firm/Design) Daily Flow, MGD
5 . D lv567D 1.75 MEAD
III. Certification Statement:
1, - SFf- I' /-e4.c.4. , 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 proced s sin best available data. This certification applies to those items
listed above in S�6 I an v 'ch I mile responsible party. Signature of this form indicates
acceptant
Signing Off ckll Signature
ate

I
Permit Number WQ0034552
Central Files: APS_ SWP_
02/09/10
Permit Tracking Slip
Program Category Status Project Type
Non -discharge Active New Project
Permit Type Fast Track Version Permit Classification
Gravity Sewer Extension, Pump Stations, & Pressure Sewer 1.00 Individual
Extensions
Primary Reviewer Permit Contact Affiliation
dee.browder .
Coastal SW Rule
Permitted Flow
5840
Facility
Facility Name
Walmart Store #1209-06
Location Address
Owner
Major/Minor Region
Minor Mooresville
County
Lincoln
Facility Contact Affiliation
Owner Name Owner Type
City of Lincolnton Government - Municipal
Dates/Events
Owner Affiliation
Jeff B. Emory
PO Box 617
Lincolnton
NC 280930617
scheduled
Orig Issue App Received Draft Initiated issuance public Notice Issue Effective Expiration
02/09/10 01/11/10 02/09/10 02/09/10
Regulated Activities
Retail
Wastewater collection
Outfall NULL
Re uestedlReceived Events
Additional information requested
Additional information received
01/20/10
02/05/10
Waterbody Name
Stream Index Number Current Class Subbasin

Fast Track Engineering C
Permit No. WQ0034552
February 10, 2010
OwnerNVQCS,, P
Stephen Peeler
City of Lincolnton
PO Box 617
Lincolnton, NC 28093
rtif
on
PE
Austin Watts
Kimley-Horn and Associates, Inc..
4651 Charlotte Park Drive
Charlotte, NC 28217
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 su
modifications are required for any chances resulting in non-compliance with this permit, reclulations rr
minimum design.criteria,
This project shall not be considered complete nor allowed to operate until this Engineer's Certification and all
required supporting documentation have been received by the Division, Therefore, it is highly recommended
that this certification be sent in a manner that provides proof of receipt by the Division.
ENGINEER'S CERTIFICATION
ary form, Permit
0 Partial Final
V,L4+,S, r? £ , as a duly registered Professional Engineer in the State of North Carolina, having been
authorized to observe (F periodically, 0 weekly, © full time) the construction of Walmart Store #1209-06, a Lincoln
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 Engineer's
seal, signature, and date:
SEND THIS FORM & SUPPORTING DOCUMENTATION
WtTH tEti'tU1RED 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 ,permit and shall subject the Permittee to appropriate
enforcement actions