WQ0033297_Regional Office Historical File Pre 2018

Ntichael F. Easley, Governor
William. Cr. Ros,. Jr., Secretary
North Carolina Department of Environment and Natural Resrnirqes
Coleen ft Sullins, Dlrector
Division of Water Quality
July 31, 2008
Mr, J Chris Calloway, Regional Vice President of Design and Real Estate
Wal-Mart Stores East, LP
2001 SE 10th Street
Bentonville, AR 72716-0550
Subject: Permit No_ WQ0033297
Wal-Mart Store #4574-00
Wastewater Collection System Extension
Cabarrus County, North Carolina
Dear Mr. Calloway,
In accordance with your application received on July 15, 2008, we are forwarding herewith
Permit No. WQ0033257, dated July 31, 2008, to Wal-Mart Stores East, LP 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date of issuance until rescinded and shall be subject to the conditions and limitations as specified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,
Ivtoore5.ville Regional Office 610 East Center Ave., Suite 301. Mooresville, -NC 28115
Internet: www.nernwaterquality.crg Customer Service,: 1-87.7-62It-6748
An Equal Opportunity/Affirmative Action Emptoyer - 50% Recycled/10% Post Consumer Paper
Phone: [phone] Fax. [phone]
One ,
aroliria
Naturally

Mr_ Callaway
Page 2
July 31, 2008
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 225 linear feet of 8-inch gravity sewer and
the discharge of 0 gallons per day of collected domestic wastewater into the City of Concord and the
Water and Sewer Authority of Cabarrus County existing sewerage systems 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 Water and Sewer
Authority of Cabarrus County WWTP (Rocky River NPDES No NC0036269) prior to being discharged
into the receiving stream.
Assessing subsequent impacts to the downstream collection system is the complete
responsibility of the City of Concord. Concord must utilize whatever tracking tools necessary
for planning additions of sewer flow in order to maintain compliance with the WQS00326
collection system permit requirements.
Assessing subsequent impacts to the downstream collection system and treatment
facility is the complete responsibility of WSACC, WSACC must utilize whatever tracking tools
necessary for planning additions of sewer flow in order to maintain compliance with the WWTP
permitted limits and the WQS00009 permit requirements.
If any parts, requirements, or limitations contained in this permit are unacceptable, you have the right to
request an adjudicatory hearing upon written request within 30 days following receipt of this permit,
This request must be in the form of a written petition, conforming to Chapter 150B of North Carolina
General Statutes, and filed with the Office of Administrative Hearings, 6714 Mail Service Center,
Raleigh, NC 27699-6714. Unless such demands are made, this permit shall be final and binding.
If you need additional information concerning this matter, please contact Dee Browder at (704)
663-1699,
Sincerely,
Coleen H. Sullins
cc: Mooresville Regional Office, Collection System Permit Files
Eric Riedinger, Kimley-Horn and Associates, Inc
Mark Fowler, City of Concord
Thomas Bach, WSACC
Surface Water Protection Central Files
Tom Asenzo, 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.
The wastewater collection facilities shall be properly maintained and operated at all times, The
Permittee shall maintain compliance with an individual system -wide collection system permit for the
operation and maintenance of these facilities as required by 15A NCAC 2T ,0403, If an individual
permit is not required, the following performance criteria shall be met as provided in 15A NCAC 2T
.0403:
a. The sewer system shall be effectively maintained and operated at all times to prevent
discharge to land or surface waters, and any contravention of the groundwater standards in
15A NCAC 2L ,0200 or the surface water standards in 15A NCAC 2B ,0200.
b. A map of the sewer system shall be developed and shall be actively maintained.
c. An operation and maintenance plan shall be developed and implemented,
d. Pump stations that are not connected to a telemetry system shall be inspected every day (i e.
365 days per year), Pump stations that are connected to a telemetry system shall be
inspected at least once per week,
e. High -priority sewer lines shall be inspected at least once per every six-month period of time.
f. A general observation of the entire sewer system shall be conducted at least once per year.
g. Inspection and maintenance records shall be maintained for a period of at least three years.
h. Overflows and bypasses shall be reported to the appropriate Division regional office in
accordance with 15A NCAC 2B .0506(a), and public notice shall be provided as required by
North Carolina General Statute §143-215.1C.

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.
5. Construction of the gravity sewers, pump stations, and force mains shall be scheduled so as not to
interrupt service by the existing utilities nor result in an overflow or bypass discharge of wastewater
to the surface waters of the State.
6. 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.
7. A copy of the construction record drawings shall be maintained on file by the Permittee for the life
of the wastewater collection facilities.
8. Failure to abide by the conditions and limitations contained in this permit; 15A NCAC 21; the
Division's Gravity Sewer Design Criteria adopted February 12, 1996 as applicable; the Division's
Minimum Design Criteria for the Fast -Track Permitting of Pump Station and Force Mains adopted
June 1, 2000 as applicable; and other supporting materials may subject the Permittee to an
enforcement action by the Division, in accordance with North Carolina General Statutes §143-
215.6A through §143-215.6C,
9. In the event that the wastewater collection facilities fail to perform satisfactorily, including the
creation of nuisance conditions, the Permittee shall take immediate corrective action, including
those as may be required by this Division, such as the construction of additional or replacement
facilities
10 The issuance of this permit shall not exempt the Permittee from complying with any and all
statutes, rules, regulations, or ordinances that may be imposed by other government agencies
(local, state and federal) which have jurisdiction, including but not limited to applicable river buffer
rules in 15A NCAC 2B .0200, erosion and sedimentation control requirements in 15A NCAC Ch. 4
and under the Division's General Permit NCG010000, and any requirements pertaining to wetlands
under 15A NCAC 2B .0200 and 15A NCAC 2H .0500,
11. Noncompliance Notification:
The Permittee shall verbally report to a Division of VVater 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
comp et 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 for the most
current Division approved form) can also be completed to show that the SSO was beyond
control.
Permit issued this the 31st day of July, 2008,
NORTH CAROLINA ENVIRONMENTAL MANAGEMENT COMMISSION
lbr Coleen H, Sullins, Director
Division of Water Quality
By Authority of the Environmental Management Commission
Permit Number WQ0033297

rFast Track Engineering
Permit No, WQ0033297
July 31, 2008
Owner
J. Chris Calloway
Wal-Mart Stores East, LP
2001 SE 10th Street
Bentonville, AR 72716-0550
Certification
P/WQCS
Thomas Bach
WSACC
PO Box 428
Concord, NC 28025
PE WQCS
Eric Riedenger Mark Fowler
Kimley-Horn and Assoc. Inc.City of Concord
4651 Charlotte Park Dr.. PO Box 308
Suite 300 Concord, NC 28026
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 summary form, Permit
modifications are required for any changes resulting in non-compliance with this permit, regulations or
minimum design criteria
This project shall not be considered complete nor allowed to operate until this Engineer's Certification and all
required supporting documentation have been received by the Division. Therefore, it is highly recommended
that this certification be sent in a manner that provides proof of receipt by the Division.
ENGINEER'S CERTIFICATION
P Partial Final
as a duly registered Professional Engineer in the State of North Carolina, having been
authorized to observe (0 periodically, Eli weekly, 111 full time) the construction of Wal-Mart Store #4574-00, a
Cabarrus 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 2-1, the Division of VVater 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
Engineers 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:
(to be completed by DWQ)
Owner!Permittee;
la. Wal-Mart Stores East, LP
Full Legal Name (company, municipality, HOA, utility, etc)
1b, J. Chris Callawa , Re Iona! Vice President caf Desi n and Reai Estate
Signing Official Name and Title (Please review 15A NCAC 2T
The legal entity who will own this system is:
D Individual E j Federal D Municipality 0 State/County
0 1d, 2001 SE 10ah Street
L!_ Mailing Address
z
z
0
z
if. AR
State
1h
479-273-4000
Telephone Facsimile
2. Project (Facility) lnforion:
2a. Wal-Mart Store #4574-00
Brief Project Name (perrni
Contact Person:
3a, Eric C. Riedinrter, P.E. _ Project Manager
Name and Affiliation of Someone Who Can Ans
3b. 704-954-7495
Phone Number
1, Project New D Modification (of an existing permit) If Modification, Permit No.:
o this name)
Que
or authorized signing offi
Private Partnership 0 Corporation D Other (s
le. Bentonville
City
i g. 72716-0550
1j.
Zip Code
E-mail
2b. Cabarr
Coun
here Protect is Located
ans About this Application
3c. [e-mail]
2. Owner is D .Public (skip
E-mail
8(3)) i6: Private (go to item 2
2b.
2a. If private, applicant will be:
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))
Water and Sewer Authority of Cabarrus County (iA+SACC)
r Treatment Facility (WWTF) Treating Wa
4a. Rocky River Regional Wastewater Treatment Plant
Name of WWTF
City of Concord 5b, B-inch.
Owner of Downstream Sewer Receiving Sewer Size
The origin of this wastewater is (check all that apply):
0 Residential Subdivision
D Apartments/Condominiums
ID Mobile Home Park
O School
Restaurant
0 Office
Gravitl
Force Main
d, facilities ravened by a (must choose one)
0 Public Utility (Instruction C)
[ Homeowner Assoc./Developer (Instruction D)
ater From This Pro
4b, NC0036269
WWTF Permit No.
07-1214537
Permit # of Downstream Sewer (lnstructi©n E)
Retail (Stores, shopping centers)
© Institution
D Hospital
© Church
© Nursing Home
0 Other (specify):
7, Volume of wastewater to be allocated or permitted for this particular project: zero (0)
*Do not include future flows or previously permitted allocations
If the permitted flow is zero, indicate why:
0 Pump Station, Outfall or Interceptor Line where flow will be permitted in subsequent permits that connect to this line
Z Flow has already been allocated in Permit No. 07-1214537 fro Ci of Concord
© Rehabilitation or replacement of existing sewer with no new flow expected (see 15A NCAC 02T .0303 to determine if a
permit is required)
100 % Domestic/Commercial
% Industrial (attach
1 description.)
(RO: contact your Regional Office
Pretreatment staff)
% Other (specify):
gallons per day
FTA'12/07

9. Provide the wastewater flow calculations used in determining the permitted flow in accordance with 15A NCAC 2T ,0114 for
the value in Item 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).
Flow acceptance calc for City of Concord.
10. Summary of Sewer Lines to be Permitted (attach additional sheets if necessary)
Size (inches)
8-inch
Length (feet)
225 feet
New Gravity or Additional
Force Main
New Gravity
Summary of Pump Stations wl associated Force Mains to be Permitted (attach additional sheets as necessary)
Pump Station Location ID N/A
(self chosen - as shown on plans/map for reference)
Design Flow Power Reliability Option
(MGD) Operational Point 1 permanent generator wlATS;
GPM @TDW 2 - portable generator w/MTS
Force Main Size Force Main Length
Pump' Station Location ID NIA
Design Flow
(MGD)
(self chosen - as shown on plans
ap fo
eference)
Operational Point Power .Reliability Option
GPM @TDW 1 - permanent generator w/ATS; Force Main Size Force Main Length
2 - portable generator wIMTS
Pump Station Location ID NIA (self chosen - as shown on planslmap for reference)
Design Flow Power Reliability Option
(MGD) Operational. Poirot 1 - permanent generator wIATS; Force In Size Force Maln Length
GPM @TDW 2 - portable generator wIMTS
12. Will the
e
ater flow in the proposed sewer lines or pump stations be able to be directed to another treatment facility?
Q Yes No If Yes, permit number of 2`d treatment facility
(RO — if "yes" to 6,12 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 0 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
F'f Al 2107

14. Have the following permitslcertificatrons been submitted for approval for the system or project to be served?
Wetland/Stream Crossings - General Permit or 401 Certification? ® Yes 0 No 0 N/A
Sedimentation and Erosion Control Plan? Yes 0 No 0 N/A
Stormwater? Yes 0 No 0 NIA
15. Does this project include any high priority lines, [see 15A NCAC 02T ,04©2 (2)1 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: 0 and provide details
OwneriPermittee's Certification: (Signature of Signing official and Project Name)
1, J. Chris Callaway, attest that this application for Wal-Mart Store #45774-00 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 retumed 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 $ f0, 000 as well as civil
p to $25 sA9 per vi..fation.
g
Date
E'+GINEERING DESIGN DOCUMENTS MUSE BE COMPLETED PRIOR TO SUBMITTAL OF THIS
APPLICATION. THESE DOCUMENTS MUST INCLUDE PLAN AND PROFILE OF SEWERS, THEIR PROXIMITY
co TO OTHER UTILITIES, DESIGN CALCULATIONS. ETC. REFER TO 15A NCAC 02T .0305
Z
0
H 2. Professional Engineer's Certification: (Signature of Design Engineer and Project Name)
I, Eric C, Riiedinger, attest that this application for i "al -Mart Store #4574-00 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 ibis 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 e 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. Eric C. Riedinger, P.E.
Professional Engineer Name
2b. Kimley Horn and Assoc' fit.
Engineering Firm
2c. 4651 Charlotte Park Drive, Suite 30
Mailing Address
2d. Charlotte
2e. NC 2f. 28217
City State Zip
2g. [phone] 2h. 1704) 333-0845 2i. eric„riedingera�kimley-horn.com
Telephone Facsimile E-mail
NC PE Seah, Signature_ & Date j
FTA 12/0

FORM WSCAS-12/07
WATERSHED CLASSIFICATION ATTACHMENT
FOR SEWER SYSTEMS
plicant Na
1-Mart Stores East, LP
Project Na
Wal-Mart Store #4574 Concord, NC )
Professional Engineer Name
Eric C. Riedinger, P.E.
Engineering Firm Name
Kimley-Horn and Associates, Inc,
Location River Waterbody Stream
ID Name of WaterbodyI County Basin Index No.
Project Unnamed Tributary Cabarrus Yadkin- 13-17
Site to Rocky River Pee Dee
Waterbody
Classification
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-12107 *"
FORM: WSCAS-12/07 Page 1 of 1

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SACC
WATER & SEWER AUTHORITY
OF CABARRUS COUNTY
December 21, 2007
W. Brian Hiatt
City Manager
City of Concord
P. O. Box 308
Concord, NC 28026-0308
Subject: Flow Acceptance Request.
Thunder Road/Wal-Mart at Concord Mills Blvd..
De
Office: 23217 vtsc r
Concord, NC 2. e27
Mail ¢o: PO. Box 428
Concord, NC 28026-0426
Phone:[phone]
sec; 704,795-1564
This is in response to the subject request for a flow acceptance received December 18, 2007.
The Water and Sewer Authority of Cabarrus County (WSACC) has or currently expects to be able
to make available capacity at the Rocky River Regional Wastewater Treatment Plant and
appropriate sewer interceptors to transport and treat the domestic wastewater from the proposed
Thunder Road/Wal-Mart project located along Thunder Road just north of the Concord Mills
Boulevard intersection, which will service the 200,000 square foot Wal-Mart Supercenter facility
and a 2.6 acre non-residential outparcel.
The wastewater generated by this project will be conveyed through the City of Concord's
proposed 8-inch gravity system within the development and along Thunder Road, and then enter
WSACC's system at the proposed 18-inch Christenbury Sewer Extension located north of Concord
Mills Boulevard. WSACC agrees to accept wastewater from the proposed commercial development
based on information provided by Kimley-Horn & Associates, Inc. (Civil Engineer for the project)
using North Carolina Department of Environment and Natural Resources (NCDENR) wastewater
flow guidelines. The projected flow is 28,288 gpd; however WSACC expects the actual wastewater
flow to more closely approximate 22,630 gpd based upon Master Plan engineering data.
By requesting flow acceptance, the City of Concord acknowledges that WSACC may need
to upgrade, expand, or construct new facilities to accommodate the increased flow volume granted
by this and previous flow acceptance. Appropriate design and construction will be initiated when
actual flows dictate but may be subject to situations that WSACC does not expect or control. Based
upon flow of 28,288 gpd and cost of $8.126/gpd to provide treatment and transportation capacity,
this flow acceptance represents an estimated capital expenditure in excess of $229,868.
For your information and based upon NCDENR wastewater flow guidelines, WSACC has
approved 14,855,997 gallons of flow acceptance for the City of Concord from 1992 to present and
1,008,051 gallons of flow acceptance year-to-date including this request. Based upon the approved
flow acceptances, WSACC has committed capacity valued in excess of $120,719,832 for the City of
Concord since 1992 including $8,191,422 for this calendar year.

City of Concord
Thunder Road/Wal-Mart at Concord Mills Blvd,
December 21, 2007
Page 2 of 2
Downstream facilities from the proposed project are scheduled in WSACC's current six year
Capital Improvement Program (CIP) to increase available capacity. Projects on the CIP are subject
to approval by WSACC's Board of Directors, support from local governing bodies, regulatory
approval, and funding availability. The following schedule of CIP projects is tentative and may be
delayed by unforeseen circumstances:
• Kings Grant Rocky River Parallel Interceptor. Scheduled completion date: 2010
Since this sewer connection will be made directly to the proposed WSACC 18-inch
Christenbury Sewer Extension, WSACC must be notified 48 hours prior to connection being
made. Notification is to be made to Mark Lomax (704/786-1784
If construction of this project is not started within two (2) years of the date of this approval,
the approval is rescinded and a second request and approval will be required. Please notify
WSACC, in writing, when construction of this project is initiated.
If you have any questions, please call me at 704-786-1783.
Sincerely,
Thomas A. Bach, P.E.
Utility Systems Engineer
cc: WSACC Engineering Staff
Sherri Moore/Concord
Eric Riedinger, P.E./Kintley-Horn & Associates, Inc.

ORTH CAROLlNA
"qh Performance Living
Wal-Mart Stores East, LP
J. Chris Callaway
Bentonville, AR 72716-0550
2001 SE 10th Street
Dear Mr. Callaway:
850Warrn C Cdem Blvd , P 0 Box 308, Concord, NC 28026 - WVAY ci concord 11C=115
June 17, 2008
SUBJECT: City of Concord Willingness to Serve
Private Wastewater Collection System Ex-tension/Modification
Project Title: Thunder Road/VVal-Mart at Concord Mills Blvd. (Private)
City of Concord Project No. 2007-078/2001-029
Receipt Date: June 10, 2008
Engineering Plan Seal Date', June 4,, 2008
City of Concord — Public Water System I.D. 01-13-010
Cabarrus County, North Carolina
This letter is to confirm that on June 10, 2008, our office received the Thunder Road/Wal-Mart at
Concord Mills Blvd. (Private) engineering plans and specifications, a digital copy of the engineering
plans, and private wastewater collection system application, as prepared and sealed by Eric C.
Riedinger, NCPE, with Kim ey-Horne and Associates, Inc, for the private wastewater collection
system extension consisting of approximately 225 linear feet of 8-inch gravity sewer main with
associated appurtenances to serve Wal-Mart Store 44574-00 located Concord Mills Blvd., with
flow allocated in the Thunder Road/Wal-Mart at Concord Mills Blvd (Public) permit, City of
Concord permit #07-1214537.
Conditions for Acceptance: Wal-Mart Stores East L,P and/or their subsidiaries must provide and
maintain adequate grease interception for the proposed food preparation facilities, and oil separators under
any proposed elevators and vehicular maintenance facilities, in accordance with the City of Concord sewer
standards and ordinances. The plumbing plans and shop drawings for the proposed grease interceptor,
inline grease traps, and oil -water separators must be submitted to the City of Concord Wastewater
Resources, FOG Administrator, Mr, Gary Fritz, for review and approval prior to building plan approval.
The City of Concord's public wastewater collection system has the capacity to
accommodate the estimated total average wastewater discharge from the proposed Wal-Nart
facility based on the information indicated on the NCDENR Fast Track application for the
Engineering
Phone [phone] • Fax [phone]

CITY OF CONCORD
M. Sue Hyde
Director of Engineering
maintenance and operation of the private wastewater collection system, and obtaining the required
permit approvals associated with the private wastewater collection system, Please review this
section of the Administrative Code prior to submitting your application to the State, Lf the permit
applicant is unable to perform all of the operation and maintenance duties required by the State's
Administrative Code, a private wastewater collection system extension should not be requested.
The City reserves the right to disconnect the subject wastewater collection system and
potable water service from the City of Concord's public system if improper operation and
maintenance of the private system violations of any Federal, State or local regulations, ordinances,
or policy's.
After the private wastewater collection system has been constructed and prior to water
service activation, the Wal-Mart Stores East, LP must complete the NCDENR DWQ regulatory
requirements in accordance with North Carolina Administrative Code 15A NCAC 2T for final
approval and the Wal-Mart Stores East, LP's engineer must certify that the private wastewater
collection system has been installed in accordance with North Carolina Administrative Code 15A
NCAC 2T. A copy of the engineer's certifications, private system final approval/acceptance
letter, and correspondences, as applicable must be submitted to the City of Concord.
Sincerely, Sincerely,
CITY OF CONCORD
Mark Fowler
Director of Waste ater Resource
cc:
Project No,: 2007-078
Kimley-Horne and Associates, Inc, Attn: Eric C. Riedinger, NCPE, 4651 Charlotte Park Drive, Suite 300,
Charlotte, NC, 28217
EIec, Copy:
Mark Fowler, Director of Wastewater Resources
M, Sue Hyde, Director of Engineering
Phillip Kingsland, Construction Administrator

City of Concord
bender Road/Wal-Mart at Concord Mills Blvd,
December 21. 2007
Page 2 of 2
Downstream facilities from the proposed project are scheduled in WSACCs current six year
Capital Improvement Program ((JP) to increase available capacity. Projects on the CIP are subject
to approval by WSACC's Board of Directors, support from local governing bodies, regulatory
approval, and funding availability. The following schedule of CIP projects is tentative and may be
delayed by unforeseen circumstances:
Kings Grant Rocky River Parallel Interceptor. Scheduled completion date: 2010
Since this sewer connection will be made directly to the proposed WSACC 18-inch
Chrisfenbuu Sewer Extension, WSACC must be notified 48 hours prior to connection being
made. Notification is to be made to Mark Lomax (704/786-1783).
If construction of this project is not started within two (2) years of the date of this approval,
the approval is rescinded and a second request and approval will be required. Please notify
WSACC, in writing, when construction of this project is initiated.
If you have any questions, please call me at 704-786-1783.
Sincerely,
60,
Thomas A. Bach, P.E.
Utility Systems Engineer
cc WSACC Engineering Staff
Sherri Moore/Concord
Eric Riedinger, P.E,/Kimley-Horn & Associates, Inc,

Kimley-Horn
and Associates, lne.
Transn1ittu,
Date: June 24, 2001' Job Number: 01547607
Project Name:
To: NC Dept. of Environment and Natura
Mooresville Regional. Office
610 E. Center Street,
ooresville, N'C 2115
[phone]
ling these. by
Mail.
lVe are sending you
,Attached
❑ Shop Drawings ❑ Prints/Plans ❑ Samples ❑ Specifications ❑ Change Orders
Suite 300
4651 Charlotte Park Dive
Charlorie, NC 28217
TFt 704-333 I31
704-333-0845
urtcce
d Deliver
ether:
❑ Under separate cover via
the follow,
Date
No,
ese'r7 pt don
2
1
Fast Track Application - Sewer— Wal-Fart Store No. 4574-00 at Concord
Mill*:
2
7.5-minute Quad Map
2
3
Flow Acceptance Lever
1
4
KHA Check 41497 for 5480 Application Fee
These are transrnitreci as checked belong:
For your use ❑ Approved as submined Resubmit 0 C'opies for approval
❑ As requested ❑ Approved as rioted ❑ .Submit [ Copies for distribution
❑ For review and comment ❑ Returned for corrections ❑ Return ❑ 'Oct.!Corrpaints
Remarks: Enclosed is the Fast -Track Application for the Wal-Mart Superr Store No, 4574-00
project in Concord, NC, Please give me a call ,with any questions or concerns at 704-954-7495.
Thank you.
Copy to: File 01 Signed
Eric R.iedinger, P:E,
P:4)1N 51 Creseeraf,007 Convo,d Mealy—Fzrrntl,lazrrespordeczce'ra'zues'NC.17F .'kz 'sec*cr_;'-th c.

Central Fees. APS SWF'
08/01/08
Permit Number WQ0033297
Permit Tracking Slip
Program Category
Non -discharge
Status Project Type
Active New Project
Permit Type TfAck Version Permit Classification
Gravity Sewer Extension, Pump Stations, & Pressure Sewer 1,00 Individual
Extensions
Primary Reviewer
dee,browder
Permitted Flow
0
Facility
Facility Name
kAIM-tvlart Store #4574-00
Location Address
Owner
Owner Name
WaPMert Stores East LP
Dates/Event&
Orig Issue
07/31/08
App Received Draft Initiated
0'7/15/08
Regulated Activities
Commercial or industrial, other
Restaurant
Wastewater collection
Outfit NUL
Waterbody Name
Scheduled
Issuance
Permit Contact Affiliation
Major/Minor
Minor
Region
Mooresville
County
Cabarrus
Facility Contact Affiliation
Owner Type
Non -Government
Owner Affiliation
Chris Callaway
2001 S E loth St
Bentonville
AR 72712
Public Notice issue Effective
07/31/08 07731/08
ceived Events
Additional information requested
Additional information receigua
Stream index Number
Current Class
Expiration
Subbasin

KIMLEY-HORN AND ASSOCIATES, INC.
ENGINEERS AND PLANNERS
Ph. 704-333-5131
4651 Charlotte Park Drive Suite 300
Charlotte, NC 28217
E
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