WQ0036578_Regional Office Historical File Pre 2018

NCDENR
North Carolina Department of Environment and Natural Resources
Division of Water Quality
Pat McCrory Thomas A. Reeder
Governor Acting Director
June 14 20I3
Michael McGee, Real Estate Director
Wal-Mart Real Estate Business Trust
7O2SVV8'^Street
Bentonville, AR 72716
Subject: Permit No. VVQO0]GS78
Wal-Mart Real Estate Business Trust
Wal-Mart Store #5B79-OU
Wastewater Collection System Extension
Meckle,nburg County
Dear Mr. McGee:
jVh0E. SkVarla.|II
Secretary
In accordance with your application received June 14, I0I3 we are forwarding herewith Permit No.
VVQ0036578 dated June 14, 2013, to Wal-Mart Real Estate Business Trust for the construction and
operation ofthe subject wastewater collection system extension, This permit shall beeffective from the
date of issuance until rescinded, and shall he subject to the conditions and limitations asspecified
therein. This cover letter and supplement shall be considered a port of this permit and are therefore
incorporated therein by reference.
Condition 11.4. Requires that the wastewater collection facilities be properly operated and maintained
in accordance with 15A NCAC 2T,0403 or any individual system -wide collection system:
permit issued tnthe Pernni1tee.
it shall be responsibility ofthe Wal-Mart Real Estate Business Trust 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'I15.6A through §143-215.6C, construction of
additional or replacement wastewater collection facilities, and/or referral of the North Carolina -licensed
Professional Engineer to the licensing board.
if any parts, requirements or limitations contained in this permit are unacceptable, you have the right
to request an adjudicatory hearing upon written request within 30 days following receipt ofthis permit.
This request must he in the form of written petition, conforming to Chapter 1508 of North Carolina
General Statutes, and filed with the Office of Administrative Hearings, 6714 Mail Service Center, Raleigh,
NC27099-67I4. Unless such demands are made, this pernnitshaUbefinal and binding.
1N/Mail Service Cemter� 7
NoAhCarofina

Wal-Mart Real Estate Business Trust
^VV80036578 ,
If you need additional information concerning this matter, please contact B. Dee Browder at (704) 235-
2203nrviae'[e-mail]
Sincerely,
for Thomas A. Reeder
Division ofWater Quality
DyMarcia /Ul000
cc: Kimley-Horn and Associates, Inc.

MENR
STATE OF NORTH CAROLINA
ENVIRONMENTAL MANAGEMENT COMMISSION
DEPARTMENT OF ENVIRONMENT ANDI NATURAL RESOURCES
WASTEWATER COLLECTION SYSTEM EXTENSION PERMIT
In accordance with the provisions of Article 21 of Chapter 143, General Statutes of North Carolina as
amended, and other applicable Laws, Rules, and Regulations, permission is hereby granted to the
Applicant
Mecklenburg County
for the construction and operation of approximately 486 linear feet of 6-inch gravity sewer as part of the
Wal-Mart Store #5879-00 project, and the discharge of 19,638 gallons per day of collected domestic,
wastewater into the Charlotte Mecklenburg Utility Department collection system and the Water and
Sewer Authority of Cabarrus County Rocky River existing sewerage system, pursuant to the application
received June 14, 2013 and in conformity with 15A NCAC 2T; the Division's Gravity Sewer Minimum
Design Criteria adopted February 12, 1996 as applicable; the Division's Minimum Design Criteria for the
Fast -Track Permitting of Pump Stations and Force Mains adopted June 1, 2000 as applicable; and other
supporting data subsequently filed and approved by the Department of Environment and Natural
Resources and considered a part of this permit.
This permit shall be effective from the date of issuance until rescinded and shall be subject to the
specified conditions and limitations contained therein.
Permit issued this the 14`h day of the June, 2013.
for Thomas A. Reeder
Division of Water Quality
By Authority of The Environmental Management Commission
Permit Number: WQ0036578

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EMENT °.°~�r"m.o�n n�� v^.vv"�vv" ~_���u~ox .~vn".v~o
Wal-Mart Real Estate Business Trust is hereby authorized to:
Construct, and then operate upon certification the aforementioned wastewater collection extension.
The sewage and wastewater collected by this system shall be treated in the Water and sewer Authority
of Cabanus County Wastewater Treatment Fad|hx (0PDES Permit No. NCU036269) prior to being
discharged into the receiving stream,
Permitting of this project does not constitute an acceptance of any part of the project that does not
meet 15A N[AC Zl� the Division of Water Quality's (Division) Gravity Sewer Minimum Design Criteria
adopted February 12, 1996as applicable; and the Division's Minimum Design Criteria for the Fast -Track
Permitting of Pump Stations and Force Mains adopted June 1, 2[0Oasapplicable, unless specifically
mentioned herein. Division approval is based on acceptance mfthe certification provided by North
Carolina -licensed Professional Engineer in the application. It shall be the Perm|ttee's responsibility to
ensure that the as -constructed project meets the appropriate design criteria and rules.
Construction and operation is contingent upon compliance with the Standard Conditions.

Prr
II. STANDARD CONDITIONS
1. This permit shall not be transferable. In the event there is a desire for the wastewater collection facilities to
change ownership, or there is a name change of the Permittee, a formal permit request shall be submitted to
the Division accompanied by documentation from the parties involved, and other supporting materials as may
be appropriate. The approval of this request shall be considered on its merits and may or may not be
approved.
2. This permit shall become voidable unless the wastewater collection facilities are constructed in accordance
with the conditions of this permit; 15A NCAC 2T; the Division of Water Quality's (Division) Gravity Sewer
Minimum Design Criteria adopted February 12, 1996 as applicable; the Division's Minimum Design Criteria for
the Fast -Track Permitting of Pump Stations and Force Mains adopted June 1, 2000 as applicable; and other
supporting materials unless specifically mentioned herein.
3. This permit shall be effective only with respect to the nature and volume of wastes described in the
application and other supporting data.
4. The wastewater collection facilities shall be properly maintained and operated at all times. The Permittee
shall maintain compliance with an individual system -wide collection system permit for the operation and
maintenance of these facilities as required by 15A NCAC 2T .0403. If an individual permit is not required, the
following performance criteria shall be met as provided in 15A NCAC 2T .0403:
a. The sewer system shall be effectively maintained and operated at all times to prevent discharge to land or
surface waters, and to prevent any contravention of groundwater standards or surface water standards.
b. A map of the sewer system shall be developed and shall be actively maintained.
c. An operation and maintenance plan including pump station inspection frequency, preventative
maintenance schedule, spare parts inventory and overflow response has been developed and
implemented.
d. Pump stations that are not connected to a telemetry system shall be inspected every day (i.e. 365 days
per year). Pump stations that are connected to a telemetry system shall be inspected at least once per
week.
e. High -priority sewer lines shall be inspected at least once per every six -months and inspections are
documented.
f. A general observation of the entire sewer system shall be conducted at least once per year.
g. Overflows and bypasses shall be reported to the appropriate Division regional office in accordance with
15A NCAC 2B .0506(a), and public notice shall be provided as required by North Carolina General Statute
§143-215.1C.
h. A Grease Control Program is in place as follows:
1. For public owned collection systems, the Grease Control Program shall include at least biannual
distribution of educational materials for both commercial and residential users and the legal means to
require grease interceptors at existing establishments. The plan shall also include legal means for
inspections of the grease interceptors, enforcement for violators and the legal means to control
grease entering the system from other public and private satellite sewer systems.
2. For privately owned collection systems, the Grease Control Program shall include at least bi-annual
distribution of grease education materials to users of the collection system by the permittee or its
representative.

3. Grease education materials shall be distributed more often than required in Parts (1) and (2) of this
Subparagraph if necessary to prevent grease -related sanitary sewer overflows.
Right-of-ways and easements shall be maintained in the full easement width for personnel and equipment
accessibility.
Documentation shall be kept for Subparagraphs (a) through (i) of this Rule for a minimum of three years
with exception of the map, which shall be maintained for the life of the system.
5. Noncompliance Notification:
The Permittee shall report by telephone to a water quality staff member at the Mooresville Regional Office,
telephone number 704-6634699, as soon as possible, but in no case more than 24 hours or on the next
working day, following the occurrence or first knowledge of the occurrence of either of the following:
a. Any process unit failure, due to known or unknown reasons, that renders the facility incapable of
adequate wastewater transport, such as mechanical or electrical failures of pumps, line blockage or
breakage, etc.; or
b. Any SSO and/or spill over 1,000 gallons; or
c. Any SSO and/or spill, regardless of volume, that reaches surface water
Voice mail messages or faxed information is permissible, but this shall not be considered as the initial verbal
report. Overflows and spills occurring outside normal business hours may also be reported to the Division of
Emergency Management at telephone number [phone] or [phone]. Persons reporting any of
the above occurrences shall file a spill report by completing and submitting Part I of Form CS-SSO (or the most
current Division approved form) within five days following first knowledge of the occurrence. This report must
outline the actions taken or proposed to be taken to ensure that the problem does not recur. Part II of Form
CS-S50 (or the most current Division approved form) can also be completed to show that the SSO was beyond
control.
6. Construction of the gravity sewers, pump stations, and force mains shall be scheduled so as not to interrupt
service by the existing utilities nor result in an overflow or bypass discharge of wastewater to the surface
waters of the State.
7. Per 15A NCAC 2T.0116, upon completion of construction and prior to operation of these permitted facilities,
the completed Engineering Certification form attached to this permit shall be submitted with the required
supporting documents to the address provided on the form. A complete certification is one where the form is
fully executed and the supporting documents are provided as applicable. Any wastewater flow made tributary
to the wastewater collection system extension prior to completion of this Engineer's Certification shall be
considered a violation of the permit and shall subject the Permittee to appropriate enforcement actions,
if the permit is issued to a private entity with an Operational Agreement, then a copy of the Articles of
Incorporation, Declarations/Covenants/Restrictions, and Bylaws that have been appropriately filed with the
applicable County's Register of Deeds office shall be submitted with the certification.
A complete certification is one where the form is fully executed and the supporting, documents are provided as
applicable. Supporting documentation shall include the following:
a One copy of the project construction record drawings (plan & profile views of sewer lines & force mains)
of the wastewater collection system extension. Final record drawings should be dear on the plans or on
digital media (CD or DVD disk) and are defined as the design drawings that are marked up or annotated
with after construction information and show required buffers, separation distances, material changes,
etc.

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

FAST TRACK ENGINEERING CERTIFICATION
Permittee: Wal-Mart Real Estate Business Trust Permit No. WQ0036578
Project: Wal-Mart Store #5879-00 Issue Date: 06/14/13
Complete and submit this form to the permit issuing regional office with the following:
• One copy of the project record drawings (plan & profile views and detail drawings of sewer lines) of the wastewater
collection system extension. Final record drawings should be clear on the plans or on digital media (CD or DVD
disk) in pdf format. Record drawings should indicate the design and the marked up changes during construction.
• Supporting design calculations (selected pumps, system curve, operating point, available storage if portable
generator(s) or storage greater than longest past three year outage reliability option selected) for any pump stations
permitted as part of this project
o Changes to the project should be clearly identified on the record drawings or in written summary .form. Permit
modifications are required for any changes resulting in non-compliance with this permit, regulations or
minimum design criteria. Modifications should be submitted prior to certification.
This project shall not be considered complete nor allowed to operate until the Division has received this Engineer's
Certification and all required supporting documentation. Therefore, it is highly recommended that this certification
be sent in a manner that provides proof of receipt by the Division.
PERNIiTTEE'S CERTIFICATION
, the undersigned agent for the Permittee, hereby state that this project has
been constructed pursuant to the applicable standards & requirements , the Professional Engineer below has
provided applicable design/construction information to the Permittee, and the Permittee is prepared to operate &
maintain the wastewater collection system permitted herein or portions thereof.
Printed Name, Title
Signature
Date
ENGINEER'S CERTIFICATION
❑ Partial ❑ Final
, as a duly registered Professional Engineer in the State of North Carolina,
having been authorized to observe (❑ periodically, ❑ weekly, ❑ full time) the construction of the subject project
for the Permittee hereby state that, to the best of my abilities, due care and diligence was used in the observation
of the construction such that the construction was observed to be built within substantial compliance of this
permit; 15A NCAC 02T; the Division of Water Quality's (Division) Gravity Sewer Minimum Design Criteria adopted
February 12, 1996 as applicable; the Division's Minimum Design Criteria for the Fast -Track Permitting of Pump
Stations and Force Mains adopted June 1, 2000 as applicable; and other supporting materials.
North Carolina Professional Engineer's
Seal, signature, and date:
SEND THIS FORM & SUPPORTING DOCUMENTATION
WITH REQUIRED ATTACHMENTS TO THE FOLLOWING ADDRESS
SURFACE WATER PROTECTION SUPERVISOR
MOORESVILLE REGIONAL OFFICE
610 EAST CENTER AVE., 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.
DWQ Use Only:
Flow from this project is tributary to:

USE THE TAB KEY TO MOVE FROM FIELD TO FIELD
Owner/Perrnittee:
ImartReal Estate Busrness Trust
Full Legal Name (company, municipality, HOA, utility, etc.
1b, Michael McGhee, Real Estate Director
Signing Official Name and Title (Please review 15A NCAC 2T 0106 (b) for authorized
lc,
Application Number:
(to be completed by DWQ)
The legal entity who will own this system is:
❑ Individual 0 Federal ❑ Municipality 0 State/County ❑ Private Partnership
0 ld. 2001 SE 19r" Street, Mail Stu 5570 1eu Bentonville
LL Mailing Address City
1f Arkansas
State
lh 479.204..1195
Telephone
2. Project (Fac
479,204:0934
Facsimile
nforrnation:
2a, Bryton Subdivision, Huntersville
Brief Project Name (permit will refer to this name
Contact Person:
3a, 8. Matthew Cox
Name and Affiliation raf Someone Who Can Answer Questions About this Applic
lg. 72716
Zip Code
1j. michael.mcghee wall-mart.corn�
E-mail
cials
orporation ❑ Other (specify)°.
2b. Mecklenburg County
County Where Project is Located
3b, 704.333,5131
Phone Number
Project is
odific
n existing permit)
matt.cox
E-mail
-horn.com
dification, Permit No :
2. Owner is ❑ Public (skip to !tern B(3)) ® Private (go to Item 2(a))
2a, If private, applicant will be:
Retaining Ownership (i,e, store, church, single office, etc.) or
❑ Leasing units (lots, townhornes, etc. - skip to Item B(3))
0 Selling units (lots, townhomes, etc. - go to Item B(2b))
z 3. Charlotte-MecklerrburUtilities (C-MU) a.
Owner of Wastewater Treatment Facility
4a, Rocky River Wastewaster Treatment Plant
of W Name WTF .�-.�
of _._F
Charlotte Mecklenburq 15b,
Owner of Downstream Sewer Receiving Sewer Size ,
The origin of this wastewater is (check all the
appl)):
2b. If facilities owned by a (must choose one)
❑ Public Utility (Instruction D)
❑ Homeowner Assoc./Developer (Instruction E)
er From This Project
4b NC0036269
WWTF Permit No.
5c, 208-555 CC5-3008)
n Permit # of Downstream Sewe
Ej Residential Subdivision Retail (Stores, shopping centers)
El Apartments/Condominiums ❑Institution
0 Mobile Home Park 0 Hospital
El School ❑ Church
❑ Restaurant 0 Nursing Home
0 Office 0 Other (specify).
7, Volume of wastewater to be allocated or permitted for this particular project: 19 638
*Do not include future flows or previously permitted allocations
If the permitted flow is zero, indicate why:
Domestic/Commercial
% Industrial
(Attach Description)
% Other
(Attach Description)
gallons per day
0 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.
El Rehabilitation or replacement of existing sewer with no new flow expected
(see 15A NCAC 02T .0303 to deterrnine if a perrnit is required)
FTA. I7-1 a' APPLICATIOa i

1
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
l 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).
151,600 sq. ft. retail with food prep x 130 gpd/1,000 ft sq. ft.
"10. Summary of Sewer Lines to be Permitted (attach additional sheets if necessary)
Size (inches)
Length (feet)
New Gravity or Additional
Force Main
6
486
New Gravity
I
i
MI
Z'
H 11. Summary of Pump Stations wl associated Force Mains to be Permitted (attach additional sheets as necessary)
0 ;Pump Station Location ID: NIA (self chosen - as shown on plans/map for reference)
01
"--- 'Longitude: Latitude:
0 r—
Desi n Flow
f . g
Q k (MGD)
Operational Point
GPM @TDH
Power ReliabilityOption
1 - permanent generator w/ATS;
2 - portable generator w!MTS
Force Main Size
Force Main Length
C i
0
i
l.L .
Z ' ;Pump Station Location ID: N/A (self chosen - as shown on plans/map for reference)
I—
Longitude: Latitude:
w i Design Flaw
C'' (MGD)1
m i
`
Operational Pointy
GPM @TDH
Power Reliability Option
-generatorw/ATS•
! permanent
2 - portable generator w/MTS
Force Main Size Force Main Length
g
I
12. Will the wastewater flow in the proposed sewer lines or pump stations be able to be directed to another treatment facility?
I
• Yes ® No If Yes, permit number of 2nd treatment facility :
I
€(RO — if "yes" to B,12 please contact the Central Office PERCS Unit)
13. Does the sewer system comply with the Minimum Design Criteria for the Permitting of Pump Stations and Force Mains
i (latest version), the Gravity Sewer Minimum Design Criteria (latest version) and 15A NCAC_Chapter 2T as applicable?
ii1 Yes • No If No, please reference the pertinent minimum design criteria or regulation and indicate why a
I variance is requested. SUBMIT TWO COPIES OF PLANS, SPECIFICATIONS OR CALCULATIONS
PERTINENT TO THE VARIANCE WITH YOUR APPLICATION
ip
FTA 12-12 APPLICATION
Page 4 of 6

14. Have the following permits/certifications been submitted for approval for the system or project to be served?
WetlandlStream Crossings - General Permit or 401 Certification?
Sedimentation and Erosion Control Plan?
Trout Buffer Waiver?
Stormwater?
❑ Yes ❑ No
® Yes ❑ No
❑ Yes ❑ No
Yes ❑ No
® NIA
❑ N/A
® NIA
❑ N/A
15. Does this project include any high priority lines (15A NCAC 02T .0402 (2)) involve aerial lines, siphons, or interference
manholes)? These lines will be considered high priority and must be checked once every six months
Check if Yes: ❑ and provide details:
Owner/Permittee's Certification: (Signature of Signing Official and Project Name).
1, Michael McGhee, Real Estate Director, attest that this application for Bruton Subdivision, Huntersville has been
reviewed by me and is accurate and complete to the best of my knowledge. t understand that if all required parts of this
application are not completed and that if al! required supporting documentation and attachments are not included, this
application package is subject to being re med as incomplete, Note:. In accordance with North Carolina General
Statutes 143-215.6A and 143-215.6B, a person who knowingly makes any false statement, representation, or
certification in a y .pplication shall be gu of a Class 2 misdemeanor, which may include a tine not to exceed $10,000
as well as civil ejalti25,00 p violation.
/
la. 4 �� _
Signing thcia s• ature ��pat
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
Professional Engineer's Certification: (Signature of Design Engineer and Project Name)
1, B. Matthew Cox ,attest that this application for Bryton Subdivision, Huntersville
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. 1 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 Perin/fling of Pump Stations and Force Mains adopted June 1, 2000 and the watershed classification in accordance
with Division guidance. Although other professionals may have developed certain portions of this submittal package,
inclusion of these materials under my signature and seal signifies that 1 have reviewed this material and have judged it to
be consistent with the proposed design. Note: In accordance with NC General Statutes 143-215.6A and 143-215.6B, any
person who knowingly makes any false statement, representation, or certification in any application shall be guilty of a
Class 2 misdemeanor which may include a fine not to exceed $10,000 as well as civil penalties up to $25,000 per
2a. S. Matthew Cox
Professional Engineer Name
2b. Kimley-Horn & Associates, Inc.
Engineering Firm
2c. 2000 South Blvd. Suite 440
Mailing Address
2d. Charlotte 2e. NC '2f. 28203
City State Zip
2g. 704.954.7493. 2h. 744.333.0845 2i. [e-mail]
Telephone Facsimile E-mail
Oittll€11O,/
•Q SEAL ro
031446
r e 4
NC PE Se Signature & Date
FTA 12-12 APPLICATION
Page 5 of 6

COMPLETED APPLICATION AND SUPPORTING DOCUMENTATION (ORIGINAL AND COPY) SHALL BE
SUBMITTED TO THE APPROPRIATE REGIONAL OFFCE:
REGIONAL OFFICE
ADDRESS
COUNTIES SERVED
Asheville Regional Office
2090 US Highway 70
Swannanoa, North Carolina 28778
[phone]
[phone] Fax
Avery, Buncombe, Burke, Caldwell, Cherokee,
Clay, Graham, Haywood, Henderson, Jackson,
Macon, Madison, McDowell, Mitchell, Polk,
Rutherford, Swain, Transylvania, Yancey
Fayetteville Regional Office
225 Green Street Suite 714
Fayetteville, North Carolina 28301-5094
[phone]
[phone] Fax
Anson, Bladen, Cumberland, Hamett, Hoke,
Montgomery, Moore, Robeson, Richmond,
Sampson, Scotland
Mooresville Regional Office
610 E. Center Avenue
Mooresville, North Carolina 28115
[phone]
[phone] Fax
Alexander, Cabarrus, Catawba, Cleveland,
Gaston, Iredell, Lincoln, Mecklenburg, Rowan,
Stanly, Union
Raleigh Regional Office
1628 Mail Service Center
Raleigh, North Carolina 27699-1628
[phone]
[phone] Fax
Chatham, Durham, Edgecombe, Franklin,
Granville, Halifax, Johnston, Lee, Nash,
Northampton, Orange, Person, Vance, Wake,
Warren, Wilson
Washington Regional Office
943 Washington Square Mall
Washington, North Carolina 27889
[phone]
[phone] Fax
Beaufort, Bertie, Camden, Chowan, Craven,
Currituck, Dare, Gates, Greene, Hertford, Hyde,
Jones, Lenoir, Martin, Pamlico, Pasquotank,
Perquimans, Pitt, Tyrrell, Washington, Wayne
Wilmington Regional Office
127 Cardinal Drive Extension
Wilmington, North Carolina 28405
[phone]
[phone] Fax
Brunswick, Carteret, Columbus, Duplin, New
Hanover, Onslow, Pender
Winston-Salem Regional Office
1
585 Waughtown Street
Winston-Salem, North Carolina 27107
[phone]
[phone] Fax
Alamance, Alleghany, Ashe, Caswell, Davidson,
Davie, Forsyth, Guilford, Rockingham, Randolph,
Stokes, Surry, Watauga, Wilkes, Yadkin
FTA 12-12 APPLICATION Page 6 of 6

C..n Kimley-Horn
and Associates, inc.
June 14, 2013
Ms. Dee Browder
North Carolina Department of Environment
and Natural Resources
Division of Water Quality
610 East Center Avenue
Suite 301
Mooresville, NC 28115
RE: Proposed Fast -Track Application
For Gravity Sewers, Pump Stations, and Forcemains
For Bryton Subdivision, Huntersville, NC
Walmart Store #5879-00
NCDENR Project: to be assigned
KHA Project: 015476115
Ms. Browder:
On behalf of our client, Wal-Mart Real Estate Business Trust, we hereby request
a sewer permit for a building sewer lateral. As we have discussed today, there is
an issue with the County Inspectors office for this later and they are requiring a
sewer permit before they will release a temporary certificate of occupancy for the
subject Waimart project. The plan is for Walmart to begin stocking the store
Monday as Iong as this permit can be issued today.
I understand you require the following:
• One check for $480 (will be hand delivered to your office today);
■ This letter outlining the specifics of the sewer system to be permitted;
and
• The Completed Fast -Track Sewer Application (to be submitted on
Monday). Three original signed versions of the Water Construction
Contract;
The subject project is located on the northeast corner of Alexanderana Road and
Highway 115, in the Town of Huntersville, NC. The private lateral system ties
into a new public sewer system permitted through Charlotte -Mecklenburg
Utilities. The project consists of approximately 486 linear feet of new gravity
6-inch sewer line. This project does not consist of pump stations or force
mains.
We trust this meets your needs for issuance of a permit today. Please feel free to
contact me if you have any further questions [phone] or require and
■
Suite 440
2000 South Boulevard
Charlotte, North Carolina
28203

Dee Browder, June 14, 2013, Page 2 of 2
additional information. We grateful for your willingness to work with us on such
short notice.
Very truly yours,
KIMLE,Y-HORJAND ASSOCIATES, INC.
B. Matthew Cox, P.E.
Project Manager
Enclosures

Kimley-Horn
and Associates, Inc.
1.9, 201.3
Ms. Dee Browder
North Carolina Department of Environment.
and Natural Resources
Division of Water Qualit
610 East Center Avenue
Suite 301
Mooresvile, NC 28115
RE: Proposed Fast -Track Application
For Gravity Sewers, Pump Stations, and Forcemains
For Bryton Subdivision, Huntersville, NC
Walmart Store #5879-08
NCDENR Project: to be assigned
KH.A Project: 015476115
Ms. Brow der:
On behalf of our client, G. 7a1 Mart Real Estate Business Trust, we hereby
formally submit the fast -track sanitary sewer application for your records.
laded are the follow=i
▪ One check for .
• This letter outli
and
480 (previously submitted on June, 14);
tittg the specific: of the sewer system to be permitted;
The Completed. Fast -Track Sewer Application. Two orif na
copy of signed versions of the Water Construction Contract;
The subject project is lc.cat:ed on the northeast corner of Aiexanderana R+ ad and
Highway 115, in the Town of Huntersville, NC. The private lateral system ties
into a new public sewer system permitted through Charlotte -Mecklenburg
Utilities, The project consists of approximately 486 linear' feet of new gravlt
6-inch sewer line. This project does not consist of pump stations or force
mains.
We trust this meets your needs for the closure ofthe previous ly= approved permit.
Please feel free try ca:ntact me if you have any further questions [phone]
or require and additional information, We are grateful for your willingness to
work with us on such short notice.
■
Sui e 440
2000 South Boulevard
Charlotte, North Carolina
28203

Dee Browder, June 19, 2013, Page 2 of 2
Very truly yours,
KIlVILEY-HORN AND ASSOCIATES, INC.
Adam Essink, EIT.
Enclosures

USE THE TAB KEY TO MOVE FROM FIELD TO FIELD
1. Owner/Permittee:
1a. Walmart Real Estate Businesss'Trust
Full Legal Name (company, municipality, HOA, utility,
1 b. Michael McGhee, Real Estate Director
Signing Official Name and Title (Please review 15A NCAC2T,
Application Number:
(to De completed by DWQ)
106 (b) for authorized signing o
The legal entity who will own this system is:
D Individual ❑ Federal ❑ Municipality ❑ State/County 0 Private Partnership Corporation ❑ ()the
0 1 d. 2061 SE 10t" Street, Mail Stop 5570
z
z
Mailing Address
Arkan.
State
1 h. 479,204.1195 1 i. 479.204,0934
Telephone Facsimile
2. Proaect (Facility) Information:
2a. Bryon Subdivision Huntersville
Brief Project Name (permit will refer to this name
3. Contact Person:
3a. Ei, Matthew Cox
Name and Affiliation of Someone Who Can An
3b, '704,333.5131
Phone Number
Project is 1 New ❑ Modification (of an existing permit)
2. Owner is ❑ Public (skip to Item B(3)) ® Private
1 e. Bentonville
City
1g. 72716
specify):
Zip Code
[e-mail]
E-mail
2b, Mecklenburg County
County Where Project is Located
er Questions About this Application
3c. matt.cox@lcim _qy-horn.com
E-mail
odifrcation, Permit No..
go to Item 2(a))
2a. If private. applicant will be:
El 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(26))
2b. If sold, facilities owned by a (must choose one
Public Utility (Instruction D)
0 Homeowner Assoc./Developer (Instruction E)
Mecklenburg Utilities (C-MU) harlco-tte-Mec _....._ ._.�.. �_m..,._ �._
Owner of Wastewater Treatment Facility (W1NTF) Treating Wastewater From This Project
4a. Rocky River Jastewaster Treatment Plant 4b. NC©G36269 _
Name of WVVTF WWTF Permit No.
5a, Charlotte_ Mecklenburg 15b. 8" Gravity
Owner of Downstream Sewer 1Receiving Sewer Size ❑ Force Main
The origin of this wastewater is (check all that apply):
❑ Residential Subdivision
0 Apartments/Condominiums
0 Mobile Horne Park
❑ School
❑ Restaurant
0 Office
c 2985
Permi
Retail (Stores, shopping centers)
❑ Institution
0 Hospital
O Church
Nursing Home
• Other (specify):
8 30-08_1 .. _.
of Downstream Sewer
Volume of wastewater to be allocated or permitted for this particular project. 19,638
*Do not include future flows or previously permitted allocations
nstruction F
00% Domestic/Commer ial
% Industrial
(Attach Description)
ther
(Attach Description)
gallons per day
If the permitted flow is zero, indicate why:
❑ Pump Station, Outfall or Interceptor Line where flow will be permitted in subsequent permits that connect to this line
❑ Flow has already been allocated in Permit No.
❑ Rehabilitation or replacement of existing sewer with no new flow expected
(see 15A NCAC 02T 0303 to determine if a permit is required)
FTA 12-12 AP1 I t(`ATION P: { e j of 6

1
or 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).
151,600 sq. ft. retail with food prep x 130 gpd/1,000 ft sq. ft.
i
i
10. Summary of Sewer Lines to be Permitted (attach additional sheets if necessary)
1
Size (inches)
Length (feet) New Gravity or Additional
Force Main
i 6
486 1 New Gravity
l
3i
i
—� f
I
W
i
H
11. Summary of Pump Stations wl associated Force Mains to be Permitted (attach additional sheets as necessary)
Z
0
Pump Station Location ID: NIA (self chosen - as shown on plans/map for reference)
U
`--'
Longitude: Latitude:
Z
O
Q
E
' Design Flow
l (MGD)
I
Operational Point
GPM @TDH
Power Reliability Option
1 - permanent generator w/ATS;
2 - portable generator w/MTS
Force Main Size
1
Force Main Length
Ct
U.
z
.
Pump Station Location ID: N/A _ (self chosen - as shown on planslmap for reference)
1--
m.Longitude:
_ Latitude:
Ce
W Design Flow
fl (MGD)
CO
Operational Point
GPM @TDH
Power Reliability Option
1 - permanent generator w/ATS;
2 - portable generator wIMTS
Force Main Size ' Force Main Length
:12.
■
(RO
Will the wastewater flow in the proposed sewer lines or pump stations be able to be directed to another treatment facility?
Yes ® No If Yes, permit number of 2nd treatment facility :
— 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 Permitting of Pump Stations and Force Mains
i (latest version), the Gravity Sewer Minimum Design Criteria (latest version) and 15A NCAC Chapter 2T as applicable?
l/
Yes ■ No If No, please reference the pertinent minimum design criteria or regulation and indicate why a
variance is requested. SUBMIT TWO COPIES OF PLANS, SPECIFICATIONS OR CALCULATIONS
PERTINENT TO THE VARIANCE WITH YOUR APPLICATION
FTA 12-12 APPLICATION
Page 4 of 6

14. Have the following permits/certifications been submitted for approval for the system or project to be served?
Wetland/Stream Crossings - General Permit or 401 Certification? ❑ Yes ❑ No ® N/A
Sedimentation and Erosion Control Plan? ®Yes ❑ No ❑N/A
Trout Buffer Waiver? Yes ❑ No ®NIA
Stormwater? ® Yes ❑ No ❑ NIA
. 15. Does this project include any high priority lines (15A NCAC 02T .0402 (2)) involve aerial lines, siphons, or interference
manholes)? These lines will be considered high priority and must be checked once every six months
Check if Yes: ❑ and provide details:
Owner/Permittee's Certification: (Signature of Signing Official and Project Name)
1, Michael McGhee, Real Estate Director, attest that this application for Bryton Subdivision, Huntersville has been
reviewed by me and is accurate and complete to the best of my knowledge. I understand that if all required parts of this
application are not completed and that if all required supporting documentation and attachments are not included, this
application package is subject to being returned as incomplete. Note: In accordance with North Carolina General
Statutes 143-215.6A and 143-21 .6B, any person who knowingly makes any false statement, representation, or
certification in any application sh ! be guilty of a Class 2 misdemeanor, which may include a tine not to exceed $10,000
as well a ci it • : nags up fp $ ,000 per violation.
ping 0 icial Signature
U)
Z
O
F ,2. Professional Engineer's Certification: (Signature of Design Engineer and Project Name)
0 1, B. Matthew Cox ,attest that this application for Bryton Subdivision, Huntersville
IT has been reviewed by me and is accurate, complete and consistent with the information in the engineering plans,
f,_, i calculations, and.all other supporting documentation to the best of my knowledge. 1 further attest that to the best of my
cc knowledge the proposed design has been prepared in accordance with the applicable regulations, Gravity Sewer
LU Minimum Design Criteria for Gravity Sewers adopted February 12, 1996, and the Minimum Design Criteria for the Fast-
V 3 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,
U inclusion of these materials under my signature and seal signifies that 1 have reviewed this material and have judged it to
be consistent with the proposed design. Note: In accordance with NC Genera/ Statutes 143-215.6A and 143-215.68, any
person who knowingly makes any false statement, representation, or certification iri 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
Ig��3
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 16A NCAC 02T .0305
2a. B. Matthew Cox
Professional Engineer Name
2b. Kimley-Horn & Associates, Inc.
Engineering Firm
2c. 2000 South Blvd. Suite 440
. Mailing Address
2d. Charlotte 2e. NC 2f. 28203
City State Zip
2g. 704.954.7493. 2h. 704.333.0845 2i. [e-mail]
Telephone
Facsimile E-mail
Ct% ESe; 40.7 • �, i
_ •q SISAL 9r;
031446 •
r 4 �
•• 14170
i\\\
NC PE SeSignature & Date
FTA 12-12 APPLICATION
Page 5 of 6

COMPLETED APPLICATION AND SUPPORTING DOCUMENTATION (ORIGINAL AND COPY) SHALL BE
SUBMITTED TO THE APPROPRIATE REGIONAL OFFCE:
REGIONAL OFFICE
ADDRESS
COUNTIES SERVED
Asheville Regional Office
2090 US Highway 70
Swannanoa, North Carolina 28778
[phone]
[phone] Fax
Avery, Buncombe, Burke, Caldwell, Cherokee,
Clay, Graham, Haywood, Henderson, Jackson,
Macon, Madison, McDowell, Mitchell, Polk,
Rutherford, Swain, Transylvania, Yancey
Fayetteville Regional Office
225 Green Street Suite 714
Fayetteville, North Carolina 28301-5094
[phone]
[phone] Fax
Anson, Bladen, Cumberland, Harnett, Hoke,
Montgomery, Moore, Robeson, Richmond,
Sampson, Scotland
Mooresville Regional Office
610 E. Center Avenue
Mooresville, North Carolina 28115
[phone]
[phone] Fax
Alexander, Cabarrus, Catawba, Cleveland,
Gaston, !racial!, Lincoln, Mecklenburg, Rowan,
Stanly, Union
Raleigh Regional Office
' 1628 Mail Service Center
Raleigh, North Carolina 27699-1628
[phone]
[phone] Fax
Chatham, Durham, Edgecombe, Franklin,
Granville, Halifax, Johnston, Lee, Nash,
Northampton, Orange, Person, Vance, Wake,
Warren, Wilson
Washington Regional Office
943 Washington Square Mall
Washington, North Carolina 27889
[phone]
[phone] Fax
Beaufort, Bertie, Camden, Chowan, Craven,
Currituck, Dare, Gates, Greene, Hertford, Hyde,
Jones, Lenoir, Martin, Pamlico, Pasquotank,
Perquimans, Pitt, Tyrrell, Washington, Wayne
Wilmington Regional Office
127 Cardinal Drive Extension
Wilmington, North Carolina 28405
[phone]
[phone] Fax
Brunswick, Carteret, Columbus, Duplin, New
Hanover, Onslow, Pander
Winston-Salem Regional Office
585 Waughtown Street
Winston-Salem, North Carolina 27107
[phone]
[phone] Fax
Alamance, Alleghany, Ashe, Caswell, Davidson,
Davie, Forsyth, Guilford, Rockingham, Randolph,
Stokes, Surry, Watauga, Wilkes, Yadkin
FTA 12-12 APPLICATION Page 6 of 6

C 11/1
Kimley-Horn and Assoces, oc
© 20 11
p-NG' A.h VA,
0'•
AL -MART SUPERCENTER
#5879-00
HUNTERSVILLE, NC
USGS QUADRANGLE
NOT TO SCALE
FIGURE
1

r
o
Project Applicant Name: Walmart Real Estate Business Trust
Project Name for which flow is being requested: Bryton Subdivision, Huntersville
More than one FTSE may be required for a single project if the owner of the WWTP is not responsible for all pump
stations along the route of the proposed wastewater flow.
I. Complete this section only if you are the owner of the wastewater treatment plant
a. WWTP Facility Name: Rocky River Wastewater Treatment Plant
b. WWTP Facility Permit #: NC0036269
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
All flows are in MGD
19,638
II. Complete this section for each pump station you are responsible for along the route of this
proposed wastewater flow.
List pump stations located between the project connection point and the WWTP:
(A) (B) (C) (D)=(B+C.) (E)=(A-D)
Design Obligated,
Pump Average Daily Approx. Not Yet Total Current
Station Firm Flow** Current Avg. Tributary Flow Plus
(Name or Capacity,* (Firm / pf), Daily Flow, Daily Flow, Obligated Available
Number) MGD MGD MGD MGD Flow Capacity***
* The Firm Capacity of any pump station is defined as the maximum pumped flow that
can be achieved with the largest pump taken out of service.
** Design Average Daily Flow is the firm capacity of the pump station divided by a peaking
factor (pf) not less than 2.5.
*** A Planning Assessment Addendum shall be attached for each pump station located
between the project connection point and the WWTP where the Available Capacity is < O.
Page 1 of 6
FTSE 06-13

III.
Certification Statement:
I certify to the best of my knowledge that the addition of
the volume of wastewater to be permitted in this project has been evaluated along the route to the
receiving wastewater treatment facility and that the flow from this project is not anticipated to
• cause any capacity related sanitary sewer overflows or overburden any downstream pump station
en route to the receiving treatment plant under normal circumstances, given the implementation
of the planned improvements identified in the planning assessment where applicable. This
analysis has been performed in accordance with local established policies and procedures using
the best available data. This certification applies to those items listed above in Sections I and II
plus all attached planning assessment addendums for which I am the responsible party.
Signature of this form indicates acceptance of this wastewater flow.
Signing Official Signature Date
Page2of6
FTSE 06-13

I
Permit Number WQ0036578
Central Files: APS SWP
06/24/13
Permit Tracking Slip
Program Category
Non -discharge
Permit Type
Gravity Sewer Extension, Pump Stations, & Pressure Sewer
Extensions
Primary Reviewer
dee.browder
Coastal SW Rule
Permitted Flow
Facility
Fast Track
Facility Name
Walmart Store #5879-00
Location Address
Owner
Status
Active
Project Type
New Project
Version Permit Classification
1.00 Individual
Permit Contact Affiliation
Major/Minor
Minor
Region
Central
County
Unknown
Facility Contact Affiliation
Owner Name
Wal-Mart Real Estate Business Trust
Dates/Events
'.ti Owner Type
Non -Government
Owner Affiliation
Mark S. Goldsmith
Compliance Director Stormwater
2001 SE 10th St
Bentonville
AR 727160550
Orig Issue App Received
06/14/13 06/14/13
Regulated Activities
Draft Initiated
Scheduled
Issuance
Public Notice Issue Effective
06/14/13 06/14/13
Requested/Received Events
Expiration
Wastewater collection -
Outfali NULL
Additional information requested
Additional information received
Waterbody Name Stream Index Number Current Class Subbasin

CHARLOTTE.
CHARLOTTE-MECKLENBURG
UTILITIES
April 28, 2011
Mr. Matt Cox
Kimley-Horn and Associates, Inc.
2000 South Boulevard
Suite 440
Charlotte, NC 28203
SUBJECT: WATER AND SANITARY SEWER FLOW ACCEPTANCE
WALMART #5879
MECKLENBURG COUNTY TAX PARCEL# 019-131-04
C-MU TRACKING # 600-11-533
In response to your request, a flow acceptance study of the subject site has been completed and the
following has been determined:
Charlotte -Mecklenburg Utilities (C-MU) agrees to accept the gravity sewage flow of 19,638 gallons per
day (151,600 ft2 retail with food prep x 130 gpd11,000 ft2) from this project for transmission to the Rocky
River Wastewater Treatment Plant; NPDES permit number NC0036269, located in Cabarrus County, for
treatment. This acceptance of flow is based on the existing capacity of the designated publicly owned
treatments works. Please see attached NC DENR flow tracking forms.
Charlotte -Mecklenburg Utilities agrees to furnish water to the subject project. The water quality to the
subject project is regulated by the State Drinking Water Act Amendments of 1986 and The Water Supply
Management Plan, dated October 2005, (WSMP # 05-01702 & PWS ID # 0160010) on file with the Public
Water Supply Section of NCDENR. However, CMU cannot guarantee a constant pressure or quality of
flow.
Charlotte -Mecklenburg Utilities does not expect any of the above conditions to preclude water or sewer
service to the subject site. However, the applicant should understand that due to the involvement of other
agencies and continuing growth of the water and sewer system, the ability to provide service for future
projects cannot be guaranteed nor reserved. Connection to the CMU system is accepted on a first come,
first served basis.
The applicant should understand that this letter is not authorization to construct private water or sewer
systems, as the appropriate local or State permits are required prior to construction. If the appropriate
authorization to construct permits are not obtained and construction has not started within one (1) year of
issuance of this flow acceptance, and payment for any service connection(s) has not been received within
one (1) year of issuance of this flow acceptance, this flow acceptance approval shall be rescinded and a
new flow acceptance request must be made. If you have any questions, please do not hesitate to contact
me at [phone].
Sincerely,
Barbara Gross
Engineering Assistant
New Services Section
CHARLOTTE-MECKLENBURG UTILITIES
New Services Section
www.cmutilitles.com
700 North Tryon Street
Charlotte, NC 28202
Ph; 704/399-2221
Fax: [phone]

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)
(JURISDICTION USE ONLY)
Jurisdiction Requesting Flow Acceptance for Collection System:
❑City of Concord
City of Kannapolis
❑Town of Harrisburg
❑Town of Mt. Pleasant
® Charlotte Mecklenburg Utilities
Project Name, Description, and Number of Lots/Unit:
Name: Walmart #5879 located on Alexanderana Road in Huntersville, NC:
Description: 151,060 firetail with food preparation x 130 gpd/1,000 f
tz
What is the quantity of flow that will be discharged? 19 63 8 GPD
Flow type:
❑ Domestic % ® Commercial 100 % ❑ Industrial °10
Section I - List the Jurisdiction's pump stations located between the project connection point and
the WSACC Interceptor connection point. (For each existing pump station to be impacted by this
proposed sewer extension project, list each pump station name, approximate pump station firm (design)
capacity and approximate current average flow (previous 12 months) for each pump station. Include the
proposed flow for this project and other flows that have been approved for the pump station but are not yet
tributary.)
Pump Station Name:
Approx. Capacity,
MGD
(Firm/Design)
Approx. Current Avg.
Daily Flow, MGD
Section II. Jurisdiction's Certification Statement:
I, B cci 5 ke 2reA 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 WSACC interceptor 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 WSACC interceptor. This analysis has
been preformed in accordance with local established policies and procedures using the best available data.
This certification applies to those items listed above in Section I for which, to the best of my knowledge,
will not adversely affect the downstream sewer capacity. Signature of this form indicates acceptance of
this wastewater flo
�� ,zibgbt
SigningOfficial Signature s Stgnanb Date
Revision Date: 02103/04

z S .
WATER & SEWER AUTHORITY
OF CABARRUS COUNTY
C
April 26, 2011
Ms. Barbara Gross
Engineering Assistant - New Services Section
Charlotte -Mecklenburg Utilities
5100 Brookshire Blvd.
Charlotte, NC 28216
Subject: Flow Acceptance Request
Sanitary Sewer to Serve Walmart Store #5879
CMU Job Number 600-11-533
Office: 232 Davidson Hwy.
Concord, NC 28027
Mail to: P.O. Box 428
Concord, NC 28026-0428
Phone: [phone]
Fax: [phone]
Dear Ms. Gross:
This is in response to the City's request for flow acceptance received April 25, 2011.
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
Walmart Store #5879 project located along Old Statesville Road (Highway 115) at the
intersection with Alexanderana Road in Huntersville. The project will include a 151,060 square
foot retail building. WSACC agrees to accept 19,638 gpd of wastewater from this project.
For your information, WSACC has approved 4,031,524 gpd of flow acceptance for
Charlotte -Mecklenburg Utilities from 1992 to present and 861,091 gpd of flow acceptance year-
to-date including this request.
Please note that 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 [phone].
Sinrfcerely, &di
keik -
Thomas A. Bach, P.E.
Utility Systems Engineer
cc: WSACC Engineering/Operations Staff
Barry Shearin, P.E./CMU

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)
(WSACC USE ONLY) Sanitary Sewer To Serve Walmart Store #5879 Project
Section I. Name of wastewater treatment facility (WWTF) receiving wastewater:
® Rocky River Wastewater Treatment Facility — Permit No: NC0036269
El Muddy Creek Wastewater Treatment Facility — Permit No: NC0081621
WWTP facility's permitted flow, MGD 24.000
Estimated obligated flow not yet tributary to the WWTP, MGD 2.038
WWTP facility's actual avg. daily flow, MGD 13.390 (55.8% of permit)
Total flow for this specific request, MGD
0.020
Total actual and obligated flows to the facility, MGD 15.448
•
Percent of permitted flow used
64.4%
Section H. Pump stations along the route from the Jurisdiction's connection point to the WWTP.
(For each existing pump station to be impacted by this proposed sewer extension project, list each pump
station name, approximate pump station firm (design) capacity and approximate current average flow
(previous 12 months) for each pump station. Include the proposed flow for this project and other flows that
have been approved for the pump station but are not yet tributary.)
Pump Station Name:
Lower Rocky River IPS
Approx. Capacity, MGD
(Firm/Design)
37.000
Approx. Current Avg.
Daily Flow, MGD
6.643
Section III. WSACC Certification Statement:
I, Thomas A. Bach , 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 from the
connection to the interceptor 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. This analysis has been preformed in
accordance with local established policies and procedures using the best available data. This certification
applies to those items listed above in Section I and Section II for which, to the best of my knowledge, will
not adversely affect the downstream sewer capacity. Signature of this form indicates acceptance of this
was rwater flow.
a
L1-114
WSACC's Signing Official Signature Date
Revision Date: 02/03/04

ASPHALT O7RNEWAY (PROFILE)--.
BUILDING
AAA CAA0.1,
CONCRETE DFi1WWAY (PROFILE) ro.
CURB h GUTTER -•• _.-
DIICEK GREEN OR BRANCH _ .---,.-
EDGE Of PAVEMENT --
DOSING TIRE HYDRANT
EkdSi7N) GAS MAN _.....�__e_._...�..,.a.-.
EXISTING GAS SERVICE ---
TASTING IRON PIN
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EXTSTING WATER VALVE --
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MARSH. _..... .__,_.___..... ,_ .._.._....._..
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PROPOSED It WATER MAGI (NARKED L8ERY' 1i74')
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RAILROAD — - ... .. -•---
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SEOME'N: FENCE (S&1 FENCE) SiIT1 0.62 _
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20S8) S:1l)TH Li0L!L L'ARL, .,MITE, 44)
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0E. NCR COMPLETED: 07/14/2011
EVE Y COMPANY:
E-.5 11Y, R.& [N MAAR A ,A_WCIAILIS., CA,
4210 HAWIHORNE LANE, CHARD:' NORITI CARE/UNA'J3204
'04) .3.16- 2'184 FAX: {)04) 13=3--8124
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PROPOSED 8" GRAVITY SANITARY SEWER
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NDEX. OF SHEETS
SHEET NO. 1
SHEET NO. 2
SHEET NO-3
SHEET NO, 4
SHEET NO, 5
SHEET NO, 6
SHEET NO, 7
SHEET NO. R
SHEET NO. 9 BRYTON TOWN CENTER ©RCVIC
VIC'IN TY MAP
SCALE: 1" = 2,000'
CC)VOH SHEET
TYPICAL, STREET CROSS SECTIONS
TERM T SHEET AND UT1LiTY NOTES
(M0-1 TO MD-6) BRYTON TOWN CENTER ©RIVE
AND SANITARY SEWER EASEMENTS
(MH-6 TO MH-9) (MH-6 TC ME{-20) CANE
CREEK ORMVE AND 'SANITARY SEWER EASEMENT
(MH-U T47 MTi-13) (MH-9 TO MH-21)
PRF.YSING STREET AND CANE CREEK DRIVE AN
0J'1TLiTY EASEMENT
(MH-4 TO MH-T6) (MH-17 T-C) RAH--19)
PREYSLNG STREET AND CANE CREEK DRIVE.
UTILITY' EASEMENT
(MN- 1D TO MH--23) PR0YSING STREET AND
CANE CREEK DRIVE
C.rtMythat the le.Wi..o.Melentkm, .as*JW
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END PROJECT
I7BPJ2RJO
TGS ENGINEERS
ESO4-C M. LAFAYETTE ST
SHELST. NC ZS ISO
PH (704) 47H-O-0003
CORP, LICENSE NO.. c-0a76
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BEGIN PROJECT
17BP.12.R.10
—L— STA. 17+50.00
STATE OF NO I', TH CAROLINA
DIVISION OF HIGHWAYS
GASTON COUIVT'Y
LOCATION: BRIDGE #350028 ON SR 2416 (ROBINSON RD)
OVER TRIBUTARY A
TYPE OF WORK: STRUCTURE, DRAINAGE, GRADING, AND PAYING
BEGIN BRIDGE
—L— STA. 19+09.71
MalMOM? 11.117159M1
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END PROJECT 4
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PRELIMINARY PLANS
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DESIGN DATA
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ADT 2032 = 12570
- TTST =6%
V
FUNC CLASS 45 MPH
RURAL COLLECTOR
SUB REGIONAL TIER
DESIGN EXCEPTION
REQUIRED FOR VERTICAL
CURVATURE AND
VERTICAL SSD
PROJECT LENGTH
TOTAL. LENGTH ROADWAY PROJECT
TOTAL LENGHT STRUCTURE PROJECT
TOTAL LENGTH PROJECT
=
=
0.047
0.019
MILES
MILES
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Prep2red for:
HYDRAULICS ENGINEER
P�
ros ENGINEERS
c 80,-C NAAPArErrs sr
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DIVISION 72
ma Hair Marion Sr.
saelby, NC 28153
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=
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MILES
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LEONARD G. FLETCHER, PE
,RIGHT OF WAY DATE:
stcN.+rnu
.ROADWAY DESIGN
ENGINEER
PE
PROJECT sxcar&err
B. CHAD HOUSER, PE
LETTI1IIG DATE
PROJECT DESIGN AMxl ER
SIGYA7VR&
•
if

. Austin
From:
Sent:
Subject: —
Moseley, Marianne
Wednesday, .July 10, 2013 9:46 AM
Watts, Austin; Cox, Matt
FW: Huntersville Walmart - Sewer Lateral
Marianne Moseley, PE I Kirniey-Horn and Associates, Inc,
704.409.1811 I mariannesnoseley@+klmley-harn.cam
From: Browder, Dee [mailto;dee.browderC ncdenr.Qay
Sent: Wednesday, July 10, 2013 9:44 AM
To: Moseley, Marianne
Subject: RE: Huntersville Walmart - Sewer Lateral
Comment from Raleigh,
Let me know if you have other questions,
Dee
Dee,
6 discussed this with Seth, and we are ok with the Wing of the lateral. The engineer can use thisp, fix the leaks, verify
repair, and then certify.
Thanks,
Adrian.
From: M i e.Mcrsel irrile .crrt [rpaitta;M
Sent: Tuesday, July 09, 20 .3 10:22 A
To: Browder, Dee
Cc: Ao- stin.Watts(akirnley-horn.coni; deebr©wderC7nedenr.gov
Subject: Huntersville Walmart - Sewer Lateral
Dee,
yCckimley-horn.com]
__-"The line we are needing to certify is approximately 475 linear feet of 6" sewer from our Walmart building up to one
manhole with seven cleanouts distributed along the length of the line. Due to the numerous cleanouts and sweeps, the
Contractor is not able to get the mandrel into the line. Also the pressure is not holding in the line also likely as a result
of the sweeps and the cleanouts. When we pressurize the line, it loses the 3.5-4 psi pressure in about 15 seconds. The
Contractor hears hissing at the cleanouts, likely where there is an insufficient seal.
We have already asked the contractor to TV the line and will review the footage to make sure the line is clear and that
there are no major issues. Will it be sufficient to certify the line based on the TV footage?
If this is not acceptable, please let us know what will be required.

Perrnittee:
Project:
..a iiSeLe and sub rnil .this form t the. perm
One copy of the project record. drawings, (plan & profile.
collection system eatensio,:_ Final record drawings should be . plans or an dig'
disk) in pdf format Record drawrings should indicate the design and Ih marked u> changes dining cro rsteuction.
Supporting design ce culet+ons �se'iected pumps, system curve, operating point, available storage if p narse
generator(s) or storage greater than longes past three year outage reliability option selected) for any pump siaoro~ s
permitted as part of this project
Changes to the project should be clearly identified on the reciord drawings or is iarytarm. Permit
modifications are required for any changes resulting in non-compliance with #:his perrniit,..requiations far
minimum des! c it e i mm Modifications should be submitted prior to eertifieatte .,
This project shall riot be considered, complete nor allowed to operate until the DO has received this Engineer"s
Certification and ail required supporting documentation. Therefore, it is_ highly recommended that this certification
be sent, in, a manner that provides proof of recef b r the Division.
Permit No,
PERMQTTEE'S CERTIFICATi
, sloe undersigned agent for the, Permiftee, hereby
n constructed pursuant tc the applicable standards & r .quirements , the Professio
provided applicable design/construction information to t:ne Perrn'ittee, and the Penruttee
maintain the wastewater collection system permitted heron or portions thereof;
Printed Nan e,
ate that this project has
at Engineer below has
prepared to operate &
7 z'
Date
Partial Final
r_1
L. as a duly regis"eyed Professional Engineer in the State of North Carolina,
been authorized to (tser/periadtcalt weekly, [ ] full time) the construction of the subject project
Permiftee hereby state that to the best of my abilities, due care and diligence was used in the observation
rf the construction such that the construction was observed to be built within substantial compliance of this
permit; 15,A NCAC 02T; the Division of Water Quality's (Division) Gravity Sewer Minimums Design Criteria adopted
February 12, 1996 as applicable; the Division's Minimum Design Criteria for the Fast-Trdck Permitting of Pump
Stations
*Cert if icatMains
©n asptunn�en , 2000 as applicable. ° and other supporting materials.
TV of installed line and GC's survey
North Carolina Professional Engineer's
Seal, signte'
The Permiftee
wastewvater
Engineers Cern
eritrcement actions.
D + " L'. Mtn:a
Flow from this pr-njCL.l iti t-i
sibie foi tr
tributary to
SEND THIS FORM & SUPPORTING DOCUMENTATION
1NITtl REQUIRED ATTACHMENTS TO THE FOLLOWING ADDRESS
SURFACE WATER PROTECTION SUPERVISOR
MOORESVILLE REGIONAL QFFICE.
610 EAST CENTER AVE., SUITE 301
MOORESVILLE, NC 28115
king all pascal certificatan up until a final certification is received, Any
he wastewater collection system extension prior to completion of this
erea a violation of the permit and shall subject the Perin'sttes to appropriate

K mley-Horn
►z1111111' '1 and Associates, Inc
TrCIn srnittair
Date: .lulu 2
Project Narnc. Elunrersville Walmart
To: N( DEwNR
cloa Dee Browder
(10 east Center Ave
cauriernet.net
A
(h Nu the 01.54761[5
.are sending'
v
© Attached Q' Under separate cover via
© Shop E)rauitts L' I'rints;'I'laris sadtl
}iher: Serer Permit Certification
These are transmitted d as checked brlo
t" ttr k'C'h6,r1' U' c
L As requeated
0 For and comment
Remarks:
If you need an,
Copy to:
FAX [phone].
nal trtto
dfril C;it~crlotie Park Dr.
Smite 300
Charlotte, ,North Carl"'
_,R:17
® Hand Deliver
ccaticsris
tproveil as submitted
as noted Ej Submit
please ,give me at call at 704 409-181 I. [hank you.
d S<tritarine Mose
arta`atl
n