WQ0037959_Regional Office Historical File Pre 2018

North Carolina Dpmn�
Pat McCrory
Governor
������
n�p�U�
8OtnfED 'ron[OeD
August 17,IO1S
Hugh 1}o' Murphy, Vice President
Charlotte Pavilion Road Retail Investment, LL[
55OLong Point Road
Mt. Pleasant, SC29464
Subject: PenmitNM.VVQ0037959
Commercial Center #6J33
Wastewater Collection Eystenn Extension Permit
Mecklenburg County
Dear Mr. Murphy:
0dNatnB| Resources
Donald R.van der V@@rt
Secretary
in accordance with your application received August 7, 2015, we are forwarding herewith Permit
No.WQ00379S9 dated August 17, 2015, to Charlotte Pavilion Road Retail Investment, LLC (Permittee) for
the construction and operation upon certification of the subject wastewater collection system
extenoipn. This permit shall be effective from the date of issuance until rescinded, and shall be subject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 istherefore incorporated therein byreference.
Please pay particular attention to the following conditions contained within this permit:
ConditionU.1: This permit shall not be automatically transferable; a request must be made and
approved.
[onditionU4:
Requires that the wastewater collection facilities be properly operated and maintained
in accordance with 15A NCAC 2T .0403 or any individual system -wide collection system
permit issued to the Permittee.
It shall be the ncJpom$ibi|hv of the Pennittee 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 8143'3I5.6A through §143'215.6L 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 adjudicator/ hearing upon written request within 38 days following receipt of this permit.
This request must be in the form of written petition, conforming to Chapter 160B of North Carolina
General Statutes, and filed with the Office of Administrative Hearings, 6714 Mail Service [enter, Raleigh,
NCZ7699'5714. Unless such demands are made, this permit shall befinal and binding.
Mooresville Regional Office
szoEast Center Avenue, Suite 30z.Mooresville, m[28zz5
Phone: 704-663'l69g\Fax 704^663'6B4O\Customer Service I'877-G2S'6748
Internet:
*qEqual Opportunity \ Affirmative Action Employer - Made mpart by recycled paper

FAST TRACK SEWER ENGINEERING CERTIFICATION
PERMITTEE: Charlotte Pavilion Road Retail investment, LLC
PERMIT #: WQ0037959 •
'PROJECT: Commercial Center #6233
ISSUE DATE: August 17, 2015
•
this project shall not be considered complete nor allowed to operatein accordance with Condition 7 of
`this permit until the Division has received this Certification and all required supporting documentation.
It should be submitted in a manner that documents the Division's receipt. Send the required
documentation to the Regional Supervisor, Water Quality Regional Operations Section at the address at
- the bottom.
Any wastewater flow made tributary to the wastewater collection system extension prior to completion
of this Certification shall be considered a violation of the permit and shall subject the Permittee to
appropriate enforcement actions. The Permittee is responsible for tracking all partial certifications up
until a final certification is received. A Final Certification shall be a complete set of record drawings and
design calculations regardless of whether partials have been submitted.
PERMITTEE'S CERTIFICATION
I, 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
I, , as a dui registered Professional En ineer in the State of North Carolina,
having been authorized to observe (periodically, n weekly, full time) the construction of the
-_project name and location as referenced above for the above 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 Resources' (Division) Gravity Sewer Minimum Design Criteria adopted March 4, 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 w/signature & date:
Final ❑ Partial (include description)
Certification Comments/Qualifiers (attach if necessary):
NC DWR — Water Quality Regional Operations Section 610 East Center Avenue, Suite 301, Mooresville, NC 28115
... . .. �� .. •mow .. �.�� tee.."..•. �.• l��.5 r.. �. ���.�

USE THE TAB KEY TO MOVE FROM FIELD TO FIELD
Application Number:
(to be completed by DWR
Owner/Permittee:
la. Charlotte Pavilion Road Retail Investment, LLC, by WRS Inc, its manager
Full Legal Name (company, municipality, HOA, utility, etc.)
lb. Hugh 'Bo' MuThyLVice President —Director of Planning and Construction
Signing Official Name and Title (Please review 15A NCAC 2T 0106 (b) for authorized signing officials)
lc. The legal entity who will own this system is
E Individual LI Federal 11 Municipality El State/County [1 Private Partnership Z Corporatiort'ffOL461)PartyN):PtiVAIR
1 d 550 Long Point Road
Mailing Address
Z
Z
0
if SC
State
lh 843-654-7879 1L 843-654-7889
Telephone Facsimile
2 Project (Facility) Information:
2a, Commercial Center #6233
Brief Project Name (permit will refer to this name)
3. Contact Person:
3a Mike Hull — Engineerg Consultant
Name and Affiliation of Someone Who Can Answer Questions About this Application
3b 404-860-1791 3c. mike.h bdgse corn
le. Mount Pleasant
City
lg, 29464 \NO 'PCS
Zip Code CORE
1 bmurphyawrsrealty.com
E-mail
2b. Mecklenburg_
County Where Project is Located
Phone Number E-mail
1. Project is Z New LJ Modification (of an existing permit) If Modification, Permit No.,
2. Owner is LI Public (skip to Item 8(3)) Z Private (go to Item 2(a))
2a If private, applicant will be:
El Retaining Ownership (i.e. store, church, single office, etc.) or
Z Leasing units (lots, townhomes, etc, - skip to Item 8(3))
LI Selling units (lots, townhomes, etc. - go to Item B(2b))
Z 3
0
,4a.
2b If Id f ties owned b a (must choose one)
. so acil
fl Public Utility (Instruction D)
Z Homeowner Assoc./Developer (Instruction E)
Charlotte Water, formerly Charlotte Mecklenburg Utilitypepartment
Owner of Wastewater Treatment Facility (VVVVTF) Treating Wastewater From This Project
Mallard Creek Wastewater Treatment Plant 4b, NC 0030210
Name of WWTF WWTF Permit No.
5a, Charlotte Water 5b. 8: Ej Gravity 5c 306-618
Owner of Downstream Sewer Receiving Sewer Size 11„ Force Main
Permit # of Downstream Sewer
liskii
Z 6, The origin of this wastewater is (check all that apply)
th
7
Lil Residential Subdivision
LJ Apartments/Condominiums
Ej Mobile Home Park
School
El Restaurant
Ei Office
Retail (Stores, shopping centers)
Institution
Z Hospital
Church
Li Nursing Home
Z Other (specify),
Volume of wastewater tobe allocated or permitted for this particular proje
*Do not include future flows or previously permitted allocations
14 004
rostn.iction F)
100% Domestic/Commercial
% Industrial
(Attach Description)
% Other
(Attach Description)
gallons per day
8. If the permitted flow is zero, indicate why:
Pump Station, Outfall or Interceptor Line where flow will be permitted in subsequent permits that connect to this line
Flow has already been allocated in Permit No. _
Rehabilitation or replacement of existing sewer with no new flow expected
(see 15A NCAC 02T .0303 to determine if a permit is required)
1- 1 A 10-14 APPLICA,T ION Page 1 of 6

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14. Have the following permits/certifications been submitted for approval for the system or project to be served?
Wetland/Stream Crossings - General Permit or 401Certification? ❑ Yes El No N/A
Sedimentation and Erosion Control Plan? ® Yes ❑ No ❑ N/A
Trout Buffer Waiver? ❑ Yes El No N/A
Stormwater? Yes ❑ No ❑ 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: Eland provide details: NiA
1 a.
Owner/Permittee's Certification: (Signature of Signing Official and Project Name)
1, T. Scott Smith, President/CEO, WRS, Inc., its Manager, attest that this application for Commercial Center #6233
has been reviewed by me and is accurate and complete to the best of my knowledge. I understand that if all required parts
of this application are not completed and that if all required supporting documentation and attachments are not included,
this application package is subject to being returned as incomplete. Note: In accordance with North Carolina General
Statutes 143-215.6A and 143-215.68, any person who knowingly makes any false statement, representation, or certification
in any application e guild of ss 2 rraiisdemeanor, which may include a fine not to exceed $10,000 as well as civil
penalties up to -
Sign hg Official Signature Date
ENGINEERING DESIGN DOCUMENTS MUST BE COMPLETED PRIOR TO SUBMITTAL OF THIS
APPLICATION. THESE DOCUMENTS MUST INCLUDE PLAN AND PR©FILE OF SEWERS, THEIR PROXIMITY
TO OTHER UTILITIES, DESIGN CALCULATIONS, ETC. REFER TO 15A NCAC 02T,03©5
0
2. Professional Engineer's Certification: (Signature of Design Engineer and Project Name)
1, Joshua W. Cox, P.E. ,attest that this application for Commercial Center #6233 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 Permitting of Pump Stations and Force Mains
adopted June 1, 2000 and the watershed classification in accordance with Division guidance. Although other professionals
may have developed certain portions of this submittal package, inclusion of these materials under my signature and seal
signifies that l have reviewed this material and have judged it to be consistent with the proposed design. Note: In
accordance with NC General Statutes 143-215,6A and 143-215,68, any person who knowingly makes any false statement,
representation, or certification in any application shall be guilty of a Class 2 misdemeanor which may include a fine not to
exceed $10,000 as well as civil penalties up to $25, 000 per violation. „"',,. A'
2a. Joshua W. Cox, P.E.
Professional Engineer Name
2b. N/A
Engineering Firm
2c. 3471 Donaville Street
Mailing Address
2d, Duluth
2e. GA 2f. 30096
City State Zip
2g. 404-567-5701 2h, 404-567-5703 2i. joshua.cox©bdgse.com
Telephone
Facsimile E-mail
NC PE Seal
ignature
Date
FTA 10-1 4 APPLICATION Page 6 of 6

SITE MAP
JOSHUA W. COX, P.E.
3471 DONAVILLE STREET
DULUTH, GA 30096
PHONE: [phone]

Attachment B-9
•
Load No. A B Load (GPD)
1 Retail shopping with food prep 130 42001 5460
2 Retail shopping with food prep 130 16800 2184
3 Outparcel - Retail with food prep 130 12000 1560
4 Outparcel - Restaurant 40 120 4800
Total (GPD) 14004
Note: Load numbers 1-3 are in GPD/1000 SF and Load number 4 is in GPD per seat.
Convert GPD into GPH
14004 GPD = 584 GPH
Using a peaking factor of 4.0
584 4.0 = 2334 GPH

I
February 6, 2015
Mr. Mike Hull
Duplantis Design Group, PC
3680 Pleasant Hill Rd.
Suite 212
Duluth, GA 30096
CHARLOTTE
WTER
SUBJECT: WATER AND SEWER FLOW ACCEPTANCE
WALMART #6233 RETAIL CENTER
TAX PARCEL# 051-411-04
CHARLOTTE WATER TRACKING# 600-15-515
A flow acceptance study of the subject site has been completed and the following has been determined:
Charlotte Water agrees to accept the additional gravity sewage flow of 14,004 gallons per day (9,204 ft2
retail space with food prep x 130 gpd/1,000 ft2; 120 restaurant seats x 40 gpolseat) from this project for
transmission to the Mallard Creek Wastewater Treatment Plant; NPDES permit number NC0030210, for
treatment. This acceptance of flow is based upon the existing capacity of the designated publicly owned
treatments works. Please see attached FTSE form.
Charlotte Water 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, PWS ID # 0160010, on file with the Public Water Supply Section of NCDENR. However, Charlotte
Water cannot guarantee a constant pressure or quality of flow.
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
Charlotte Water and sewer 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 study, and payment for any service connection(s) has not been received
within (1) year of issuance of this flow acceptance letter, this approval shall be rescinded and a new flow
acceptance study must be made. If you have any questions, you may contact me at [phone].
Sincerely,
Barbara Gross
Engineering Assistant
Page 1 of 1
Charlotte Water 700 N. Tryon St., Charlotte, NC 28202 charlottewater.org
Operated by the City of Charlotte

Department of Environment and Natural Resources
Division of Water Resources
Flow Tracking/Acceptance for Sewer Extension Applications
(FTSE 08-13)
Project Applicant Name: Duplantis Design Group, Pc
Project Name for which flovl is being requested: Walmart #6233 Retail Center
More than one FTSE may be required for a single project f the owner of the WWTP is not: responsible for all pu np
stations along the route of the pros osed wastewater flow.
Z. Complete this section only if you are the owner of the wastewater treatment plant.
a. WWTP FacilityName: Mallard Creek WWTP
b. WWTP Facility Permit #: NC0030210
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 low used
All flows are in MGD
12.00
0..603
8.692
0.014.
9.309
77.6%
II. Complete this section fort each pump station you are responsible for along the route of this
proposed wastewater flaw.
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 (pi) 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 I of 6
FTSE 08-13

III. Certification Statement:
I Lj( lift J$r4 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 performe 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 Offlral Signa ure
Page 2 of 6
ate
' p'TSE 08-13

Attachment B-9
Load No. - A 8 Load (GPD)
1 Retail shopping with food prep 130 42001 5460
2 Retail shopping with food prep 130 16800 2184
3 Outparcel - Retail with food prep 130 12000 1560
4 Outparcel - Restaurant 40 120 4800
Total (GPD) 14004
Note: Load numbers 1-3 are in GPD/1000 SF and Load number 4 is in GPD per seat.
Convert GPD into GPH
14004 GPD
584 GPH
Using a peaking factor of 4.0
584 * 4.0 = 2334 GPH

MEMORANDUM
To: Mooresville Regional Office Water Quality Section, Attn: Mr. Barry Love
Cc:
From: Mike Hull, P.E.
Date: July 31, 2015
RE: Proposed Retail Center #6233 (FTA 10-14 Cover Letter)
Pursuant to the instruction provided on Fast -Track Application (FTA 10-14), this
cover letter will describe the final .design of the proposed project.
This project includes proposed improvements to tax parcel identification numbers
05141104 and 05141107 within the City of Charlotte, NC. The project is located
at 11440 N Tryon Street (US HWY 29) and will consist of constructing a new
gravity sanitary sewer system to serve the proposed commercial development.
The commercial development consists of two buildings and two outparcels,
whereas the new gravity sewer will be constructed so it is able to serve the entire
development.
The enclosed form, maps, and calculations provide the supporting documentation
required by the application.
If additional information is required, please request it and it will be provided
promptly.
Sincerely,
Mike Hull, P.E.

CHARLOTTE
WTER
February 6, 2015
Mr. Mike Hull
Duplantis Design Group, PC
3680 Pleasant Hill Rd.
Suite 212
Duluth, GA 30096
SUBJECT: WATER AND SEWER FLOW ACCEPTANCE
WALMART #6233 RETAIL CENTER
TAX PARCEL# 051-411-04
CHARLOTTE WATER TRACKING# 600-15-515
A flow acceptance study of the subject site has been completed and the following has been determined:
Charlotte Water agrees to accept the additional gravity sewage flow of 14,004 gallons per day (9,204 ft2
retail space with food prep x 130 gpdi1,000 ft2; 120 restaurant seats x 40 gpolseat) from this project for
transmission to the Mallard Creek Wastewater Treatment Plant; NPDES permit number NC0030210, for
treatment. This acceptance of flow is based upon the existing capacity of the designated publicly owned
treatments works. Please see attached FTSE form.
Charlotte Water 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, PWS ID # 0160010, on file with the Public Water Supply Section of NCDENR. However, Charlotte
Water cannot guarantee a constant pressure or quality of flow.
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
Charlotte Water and sewer 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 study, and payment for any service connection(s) has not been received
within (1) year of issuance of this flow acceptance letter, this approval shall be rescinded and a new flow
acceptance study must be made. If you have any questions, you may contact me at [phone].
Sincerely,
Barbara Gross
Engineering Assistant
Page 1 of 1
Charlotte Water 700 N. Tryon St., Charlotte, NC 28202 charlottewater.org
Operated by the City of Charlotte

prali
q j �; .fit'.
#Vr �3 pr �� 6 lorsofWr���cr-�eroject Applicant Na
Department of Environment and Natural Resources
Division of Water Resources
Flow Tracking/Acceptance for Sewer Extension Applications
(FTSE 08-13)
P me: Duplantis Design Group, PC
Project Name for which floe) is being requested:
Walrart #6233 Retail Center
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 pro/lased wastewater flow.
I_ Complete this section only if you are the owner of the wastewater treatment plant.
a. WWTP Facility Name: Mallard Creek WWTP
b. WWTP Facility Permit #: NC003021•0
c. WWTP facility's perr?itted 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 tow used
All flows are in MGD
12.00
0.603
8.692
0.014
9.309
77.6%
IL Complete this section fox) each pump. station you are responsible for along the route of this
proposed wastewater flow.
List pump stations located btween 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 l 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
canbe 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 (pi) not Iess than 2.5.
*** A Planning Assessment Addendum shall be,attached for each pump station located
between the project connection point and the WWTP where the Available Capacity is < 0.
Page 1 of 6
FTSE 08-13

v
rti icatioi. Statement:
@41(r to the best ofm knowled athat the addition of
W 1 ���1 certify Y g
the volume of wastewater to Abe 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 0 4 ial Signa ure
Page 2 of 6
ate
FTSE 08-13

Corporations Division Page 1 of 1
r�w . North Carolina
} rrr'4
•ri Elaine F, marshal, DEPARTMENT OF THE
Secret&& SECRETARY OF STATE
PO Box 29822 Rater)), NC 2762€-Th 22 t 91W:17-2c4 fl
Click Here To:
Account
Login
Register
View Document Filings File an Annual Report Print a Pre -Populated Annual Report form
Amend a Previous Annual Report
Corporate Names
Legal: Charlotte Pavilion Road Retail Investment, LLC
Limited Liability Company Information
Sosld:
Status:
Annual Report Status:
Citizenship:
Date Formed:
Fiscal Month:
State of Incorporation:
Registered Agent:
Corporate Addresses
1376845
Current -Active
Current
Foreign
5/1/2014
December
SC
CT Corporation System
Reg Office:
Reg Mailing:
Mailing:
Principal Office:
150 Fayetteville St., Box 1011
Raleigh, NC 27601-2957
150 Fayetteville St., Box 1011
Raleigh, NC 27601-2957
550 Long Point Road
Mount Pleasant, SC 29464-7905
550 Long Point Road
Mount Pleasant, SC 29464-7905
Company Officials
All LLCs are manager -managed pursuant to N.C.G.S. 57D-3-20.
Manager: Arthur J Kepes
550 Long Point Rd
Mount Pleasant SC 29464
http://www.secretary.state.no.us/Search/profeorp/10518393
8/7/2015

Bucket Design Group
3471 Donauille'Street • Dulu
MOOR
NR/DW
IONA1. F;
GA 3oog6 • Phone: [phone]o1 • Fax 404.567,5703 • www,8©GSE.corn
TRANSMITTAL MEMO
TO:
Mooresville Regional Office
Water Quality Section
610 E. Center Avenue
Mooresville, NC '28115
Attn: Barry Love
TEL: [phone]
FAX: [phone]
DATE:
FROM: %Pike FFL
PROJ.: Prottosed Ret
PRO7. #:
CODE:
CJi Qffce TYPED B'
M H
We Trans
r
The Following:
ached
FedEx P.O.N.
FedEx Exp. Saver
Courier
gs
Files
Samples
Under Separate Cover
FedEx S.O.N.
Regular Mail
Email
II
II
FedEx 2" d Day
Certified Mail
Fax (total. pages)
Speci ie=bans ri Shop Drawings
Copy of Letter D Contract/Agreeme:nt
Change Order/Directive Other
Items areBeing
Transmitted:
For
Approval/Action.
For Your Use
11 As Requested For Signature
For Review/Comment j For Your File
Cover Le
�e..._ Level
Site Map and Street Map_
plic:rtiori EFTA 1
Flow Acceptance Form (FTSE 08 13)
Check for S480 00 (Check No 004039)
Should you have any questions, or require any additional iufoirrtatiori, please do not hesitate
contact me.
COPY TO: File
es are not caa' no:e kindly n

Central Files: APS _ SWP
8/17/2015
Permit Number WQ0037959 Permit Tracking Slip
Program Category Status Project Type
Non -discharge Active New Project
Permit Type
Gravity Sewer Extension, Pump Stations, & Pressure Sewer Extensions
Primary Reviewer
barry.Iove
Coastal SW Rule
Permitted Flow
14,004
Facility
Version Permit Classification
1.00 Individual
Permit Contact Affil€ation
Facility Name
Commercial Center #6233
Location Address
Owner
Major/Minor Region
Minor Mooresville
County
Mecklenburg
Facility Contact Affiliation
Owner Name
Charlotte Pavilion Road Retail Investment LLC
Dates!Events
Owner Type
Non-Govemment
Owner Affiliation
Bo Murphy
550 Long Point Rd
Mt Pleasant
SC 29464
Or€g Issue
8/17/2015
Scheduled
App Received Draft Initiated Issuance Public Notice Issue Effective Expiration
8/7/2015 8/17/2015 8/17/2015
Regulated Activities Requested /Received Events
Restaurant
Retail
Wastewater collection
Outfall
Additional information requested
Additional information received
Waterbody Name Streamindex Number Current Class Subbasin

PAT MCCRORY
Govetrior
DOpith D R. VAN DER VAART
Secretary
Water Resources
ENVIRONMIIMAL QUALITY
August 22, 2016
Hugh "Bo" Murphy, Vice President
Charlotte Pavilion Road Retail Investment, LLC
550 Long Point Road
Mt. Pleasant, SC 29464
SUBJECT: Final Engineering Certification Acknowledgement
Project: Commercial Center #6233
Permit No. WQ0037959
Permittee: Charlotte Pavilion Road. Retail Investment, LI.xC
County: Mecklenburg
Dear Mr. Murphy:
S. JAY ZIMMERMAN
f,ri (tor
The Division of Water Resource's Mooresville Regional Office received the final engineering
certification with record drawings for the subject sewer extension project on August 18, 2016.
Enclosed is a certification page for your records. A. full review of the certification materials may
or may not be conducted. It is assumed that receipt of this certification indicates compliance with
all regulations, design criteria and the permit. However, if a full technical review is conducted,
you will be notified of any items of non-compliance.
Please be reminded that the Permittee is responsible for keeping a copy of the final record drawings
for the life of the project. If you have not received such copy from your consultant, please contact
them immediately to obtain a copy.
Lastly, you are receiving this letter because the Division has you listed as the responsible party. If
this permitted system is no longer owned by you or your company, please complete Form PNOCF
since the permit is not automatically transferable. Form PNOCF can be downloaded from
http://portaLncdenr.org/web/wq/swp/ps/cs/pnoc from the Collection Systems Applications page.
Should you have any questions, please do not hesitate to contact me at [phone].
cc: Mr. Mike Hull, P.F., — electronic copy
Central Files
MRO
State of North Carolina I
Sincerely,.
Barry Love
Environmental Specialist
Resources
61.0 E. Center Avenue, Suite 301, Moor©svitle, NC 28115
Pone: 704-663-1689l Internet www.rcdenr.gov

i" E CEIV I*NCOEINRi WR
FAST TRACK SEWER ENGINEERING CERTIFICATION
PERMITTEE: Charlotte Pavilion Road Retail Investment, LLC
PERMIT #: WQ0037959
PROJECT: Commercial Center #6233
ISSUE DATE: August 17, 2015
This project shall not be considered complete nor allowed to operate in accordance with Condition 7 of
this permit until the Division has received this Certification and all required supporting documentation.
It should be submitted in a manner that documents the Division's receipt, Send the required
documentation to the Regional Supervisor, Water Quality Regional Operations Section at the address at
the bottom,
Any wastewater flow made tributary to the wastewater collection system extension prior to completion
of this Certification shall be considered a violation of the permit and shall subject the Permittee to
appropriate enforcement actions, The Permittee is responsible for tracking all partial certifications up
until a final certification is received. A Final Certification shall be a complete set of record drawings and
design calculations regardless of whether partials have been submitted.
PERMITTEE'S CERTIFICATION
the undersigned agent for the Permittee, hereby state that this project has been constructed pursuant
to the applicable standards & requirements, the Professional Engineer below has provided applicable
design/construction information to the Permittee, d the Pei .ittee is .repared to operate & maintain
the wastewater collection system permitted here"' tr portico
4r4iw3.4 '
Printed Name, Ti
Signature
ENGINEER'S CERTIFICATION
'AL OFFICE
I, Joshua _W . Cox , as a duty registered Professional En meer in the State of North Carolina,
having been authorized to observe jI1 periodically, 0 weekly, J full time) the construction of the
project name and location as referenced above for the above 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 Resources' (Division) Gravity Sewer Minimum Design Criteria adopted March 4, 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 w/signature & date:
El Final [-] Partial `include description)
Certification CommentsJGuallfiers Ittach if necessary):
NC DWR —Water Quality Regional Operations Section 610 East Center Avenue, Suite 301, Mooresville, NC 28115

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