WQ0040154_Application_20180716

Kim ley >>> H orn
RECEIVED/NCDENR/DWR
200 South Tryon Street
JUL 13 2018'mte2oo
Charlotte, North Carolina
28202
WQROS
TransmittalMOORESVILLE
REGIONAL OFFICE
Date: 07/12/2018 KHA Job Number:
017386001
Project Name: Floor & Decor
To: Attn: Barry Love
NCDEQ: Mooresville Regional Office
610 E. Center Avenue
Mooresville, NC 28115
We are sending these by
❑ U.S. Mail ® FedEx
❑ Hand Deliver
❑ Other:
We are sending you
® Attached ❑ Under separate cover via the following items:
❑ Shop Drawings ❑ Prints/Plans ❑ Samples ❑ Specifications ❑ Change Orders
® Other: $480.00 Check for Fast Track Sewer Extension Permit Fee
Copies Date No.
Description
1
7/12/18
1
Original Signed Fast Track Sewer Extension Application
1
7/12/18
2
Signed Fast Track Sewer Extension Application
2
7/12/18
3
Signing Official—DelegationLetter
2
7/12/18
4
Cover Letter
2
7/12/18
5
DDR Cot poration-77171T7siness license CoiirSnatmn
2
7/12/18
6
FTSE Fonn/FlowAcceptance Letter (Charlotte Water)
1
7/12/18
7
$480.00 Check
2
7/12/18
8
Site and USGS Maps
These are transmitted as checked below:
❑ For your use ❑ Approved as submitted ® Resubmit ❑ Copies for approval
❑ As requested ❑ Approved as noted ❑ Submit ❑ Copies for distribution
❑ For review and comment ❑ Returned for corrections ❑ Return ❑ Corrected prints
Copy to:
TEL [phone]
FAX [phone]
Signed Cole Boroughs, El
Page 1

Kimiep Horn
July 12, 2018
NCDEQ: Mooresville Regional Office
Sanitary Sewer Permitting
610 E. Center Ave.
Mooresville, North Carolina 28115
RE: Floor & Decor- Fast Track Sewer System Extension Application
To whom it may concern,
The referenced project, "Floor & Decor," is a commercial development located at the southern corner
of the Carolina Pavilion Shopping Center in Charlotte, North Carolina. The address for the site is
9579 South Boulevard. The proposed Floor & Decor will be an approximately 73,796 SF retail flooring
warehouse.
The development will be served by a 6" private sewer lateral that will tie into an existing private 8"
sewer main located within the Carolina Pavilion Shopping Center.
The following documents are enclosed:
• Application
• Signing Official — Delegation Letter
• $480 check
• Flow Tracking/Acceptance Form (Charlotte Water)
• Site Maps (Aerial and Topographic)
• DDR Corporation NC Business License
Please do not hesitate to contact me by phone or by email at 704-409-1803 or adam.essink( .kimley-
hom.com should you need any additional information.
Sincerely,
*0-1-1 e��37wx—
Adam Essink, P.E.
Kimley-Horn 1200 South Tryon Street, Suite 200, Charlotte, NC 28202

Kim ley >>> H orn
RECEIVED/NCDENR/DWtR
200 South Tryon Street
JUL 13 201£ft'ite 200
Charlotte, North Carolina
2
WOROS 8202
Transmittal
MOORESVILLE REGIONAL OFFICE
Date: 07/12/2018
KHA Job Number: 017386001
Project Name: Floor & D€cor
To: Attn: Barry Love
NCDEQ: Mooresville Regional Office
610 E. Center Avenue
Mooresville, NC 28115
We are sending these by
EJ U.S. Mail
® FedEx Hand Deliver
1] Other:
We are sending you
- - - -® Attached - -- - -F]-Under
separate cover via - - -- - - - - -the following items:— -- -
Shop Drawings Prints/Plans
1] Samples Specifications Change Orders
® Other: $480.00 Check for
Fast Track Sewer Extension Permit Fee
Copies Date No.
Description
1 7/12/18 1
Original Signed Fast Track Sewer Extension Application
1 7/12/18 2
Signed Fast Track Sewer Extension Application
2 7/12/18 3
Signing Official- Delegation Letter
2 7/12/18 4
Cover Letter
- 7/12/18 5
DDR Corporation--NOBusinoss Liconse-Gonfirmation
2 7/12/I8 6
FTSEForm/FlowAcceptance Letter (Charlotte Water)
1 7/12/18 7
$480.00 Check
2 7/12/18 8
Site and USGS Maps
These are transmitted as checked below:
For your use 1] Approved as submitted ® Resubmit ❑ Copies for approval
❑ As requested ❑ Approved as noted Submit ❑ Copies for distribution
For review and comment Returned for corrections EJ Return ❑ Corrected prints
Copy to:
TEL [phone]
FAX [phone]
Signed Cole Boroughs, EI
Page I

Kimley>Morn
July 12, 2018
NCDEQ: Mooresville Regional Office
Sanitary Sewer Permitting
610 E. Center Ave.
Mooresville, North Carolina 28115
RE: Floor & D6cor- Fast Track Sewer System Extension Application
To whom it may concern.
The referenced project, "Floor & D6cor," is a commercial development located at the southern corner
of the Carolina Pavilion Shopping Center in Charlotte, North Carolina. The address for the site is
9579 South Boulevard. The proposed Floor & D6cor will be an approximately 73,796 SF retail flooring
warehouse.
The development will be served by a 6" private sewer lateral that will tie into an existing private 8"
sewer main located within the Carolina Pavilion Shopping Center.
The following documents are enclosed:
• Application
• Signing Official— Delegation Letter
• $480 check
• Flow Tracking/Acceptance Form (Charlotte Water)
• Site Maps (Aerial and Topographic)
• DDR Corporation NC Business License
Please do not hesitate to contact me by phone or by email at 704-409-1803 or adam.essinkakimley_
horn.com should you need any additional information.
Sincerely,
Adam Essink, P.E.
Kimley-Horn 1200 South Tryon Street, Suite 200, Charlotte, NC 28202
kimley-hom�cdm

State of North Carolina
DWR Department of Environmental Quality
Division of Water Resources
15A NCAC 02T .0300 — FAST TRACK SEWER SYSTEM EXTENSION APPLICATION
"61vlslon of Water Resources FTA 04-16 & SUPPORTING DOCUMENTATION
Application Number: �01 (to be completed by DWR)
All items must be completed or the application will be returned
I. APPLICANT INFORMATION:
1. Applicant's name: DDR Corporation (company, municipality, HOA, utility, etc.)
2. Applicant type: ❑ Individual ® Corporation ❑ General Partnership ❑ Privately -Owned Public Utility
❑ Federal ❑ State/County ❑ Municipal ❑ Other
3. Signature authority's name: Diane Mikovskv per 15A NCAC 02T .0106(b) RECEIVEDINCDENR/DWR
Title: Project Mana er
4. Applicant's mailing address: 3300 Enterprise Parkway JUL 13 nn1
City: Beachwood State: OH Zip: 44122- WQROS
5. Applicant's contact information: MOORESVILLE REGIONAL OFFICE
Phone number: 216) 755-5870 Email Address: dmikovskv.com
II. PROJECT INFORMATION:
1. Project name: Floor & Decor
2. Application/Project status: ® Proposed (New Permit) ❑ Existing Permit/Project
If a modification, provide the existing permit number: WQ00 and issued date:
If new construction but part of a master plan, provide the existing permit number: W000
3. County where project is located: Mecklenbure
4. Approximate Coordinates (Decimal Degrees): Latitude: 35.102375' Longitude:-80.877113'
5. Parcel ID (if applicable): 20707106
(or Parcel ID to closest downstream sewer)
11I. CONSULTANT INFORMATION:
1. Professional Engineer: Adam Essink, PE License Number: 044020
rm: an I ev- orp &Associates
Mailing address: 200 South Tryon Street, Suite 200
City: Charlotte State: NC Zip: 28202-_
Phone number: 704) 409-1803 Email Address: adam.essink@kimley-horn corn
IV. WASTEWATER TREATMENT FACILITY (WWTF) INFORMATION:
1. Facility Name: McAlpine Creek, Irwin Creek, Sugar Creek
Owner Name: Charlotte Water
Permit Number: NC0024970, NC0024945, NCO024937
V. RECEIVING DOWNSTREAM SEWER INFORMATION (if different than WWTF):
Permit Number(s): WQ Downstream (Receiving) Sewer Size: inch
Stem Wide Collection System PermitNumber(s) (if applicable): WQCS_
Owner Name(s):
FORM: FTA 04-16 Pagel of 5

V1. GENERAL REQUIREMENTS
I. If the Applicant is a Privately -Owned Public Utility, has a Certificate of Public Convenience and Necessity been attached?
❑ Yes ❑No NN/A
2. If the Applicant is a Developer of lots to be sold, has a Developer's Operational Agreement (FORM: DEV) been attached?
❑ Yes ❑No NN/A
3. If the Applicant is a Home/Property Owners' Association. has an Operational Agreement (FORM: HOA) been attached?
❑ Yes ❑No NN/A
4. Origin of wastewater: (check all that apply):
❑ Residential Owned N Retail (stores, centers, malls) ❑ Car Wash
❑ Residential Leased ❑ Retail with food preparation/service ❑ Hotel and/or Motels
❑ School / preschool / day care ❑ Medical / dental / veterinary facilities ❑ Swimming Pool /Clubhouse
❑ Food and drink facilities ❑ Church ❑ Swimming Pool/Filter Backwash
❑ Businesses / offices / factories ❑ Nursing Home ❑ Other (Explain in Attachment)
5. Nature of wastewater : % Domestic/Commercial 100 % Commercial
Indush ial (See 15A NCAC 02T .0103(20))
is there a Pretreatment Program in effect? ❑ Yes ❑ No
6. Has a flow reduction been approved under 15A NCAC 02T .0114(fl? ❑ Yes ❑ No
➢ If yes, provide a copy of flow reduction approval letter
7. Summarize wastewater generated by project:
Establishment Type (see 02T.0114(fl)
Daily Design Flow',b
No. of Units
Flow
Commercial
100 gal/1000 SF
73.8
7,380 GPD
gal/
GPD
gal/
GPD
gal/
GPD
gal/
GPD
gal/
GPD
Total
7,380 GPD
a See 15A NCAC 02T .0114(b),(d), (e)(l) and (e)(2) for caveats to wastewater design flow rates (i.e., minimum flow per
dwelling; proposed unknown non-residential development uses; public access facilities located near high public use areas;
JTroperty IMTM'Mth or cast ofthc AtIMMInh— as vacation rentals as defined
in G.S. 42A-4).
b Per 15A NCAC 02T .0114(c), design flow rates for establishments not identified [in table 15A NCAC 02T.0114] shall be
determined using available flow data, water using fixtures, occupancy or operation patterns, and other measured data.
8. Wastewater generated by project: 7 380 GPD (per 15A NCAC 02T .0114)
➢ Do not include future flows or previously permitted allocations
If permitted flow is zero, indicate why:
❑ Pump Station or Gravity Sewer where flow will be permitted in subsequent permits that connect to this line
❑ Flow has already been allocated in Permit Number:
❑ Rehabilitation or replacement of existing sewer with no new flow expected
❑ Other (Explain):
FORM: FTA 04-16 Page 2 of 5

VIL GRAVITY SEWER DESIGN CRITERIA (If Applicable) - 02T .0305 & MDC (Gravity Sewers):
1. Summarize gravity sewer to be permitted:
Size (inches) Length (feet) Material
6 31 PVC
➢ Section II & III of the MDC for Permitting of Gravity Sewers contains information related to design criteria
➢ Section III contains information related to minimum slopes for gravity sewer(s)
➢ Oversizing lines to meet minimum slope requirement is not allowed and a violation of the MDC
VIII. PUMP STATION DESIGN CRITERIA (If Applicable) — 02T .0305 & MDC (Pump Stations/Force Mains):
COMPLETE FOR EACH PUMP STATION INCLUDED IN THIS PROJECT
1. Pump station number or name:
2. Approximate Coordinates (Decimal Degrees): Latitude: Longitude: - °
3. Design flow of the pump station: millions gallons per day (firm capacity)
4. Operational point(s) of the putmp(s): gallons per minute at feet total dynamic head (TDH)
5. Summarize the force main to be permitted (for this Pump Station):
Size (inches) Length (feet) Material
6. Power reliability in accordance with 15ANCAC 02T.0305(h)(1):
❑ Standby power source or pump with automatic activation and telemetry - 15A NCAC 02T .0305(h)(I)(B).*
➢ Required for all pump stations with an average daily flow greater than or equal to 15,000 gallons per day
➢ Must be permanent to facility
Or ifthe pump station has an average daily flow less than 15,000 gallons per day:
❑ Portable power source with manual activation, quick -connection receptacle and telemetry - 15A NCAC 02T
.0305 (h)(1)(C)
or
❑ Portable pumping unit with plugged emergency pump connection and telemetry - 15A NCAC 02T .0305(h)(1)(C):
➢ It shall be demonstrated to the Division that the portable source is owned or contracted by the applicant (draft agreement)
and is compatible with the station.
➢ If the portable power source or pump is dedicated to multiple pump stations, an evaluation of all the pump stations' storage
capacities and the rotation schedule of the portable power source or pump, including travel timeframes, shall be provided
in the case of a multiple station power outage.
FORM: FTA 04-16 Page 3 of 5

IX. SETBACKS & SEPARATIONS — (02B .0200 & 15A NCAC 02T .0305(t)):
1. Does the project comply with all separations found in 15A NCAC 02T.0305(f) & (g) ❑ Yes ® No
➢ 15A NCAC 02T.0305(f) contains minimum separations that shall be provided for sewer systems:
Setback Parameter*
Separation Required
Storm sewers and other utilities not listed below vertical
24 inches
Water mains vertical -water over sewer including in benched trenches
18 inches
Water mains horizontal
10 feet
Reclaimed water lines vertical - reclaimed over sewer
18 inches
Reclaimed water lines(horizontal - reclaimed over sewer
2 feet
**Any private or public water supply source, including any wells, WS-1 waters of Class I or
Class II impounded reservoirs used as a source of drinking water
100 feet
**Waters classified WS (except WS-1 or WS-V), B, SA, ORW, HQW, or SB from normal
high water or tide elevation and wetlands see item IX.2
50 feet
**Any other stream, lake, impoundment, or ground water lowering and surface drainage
ditches
10 feet
Any building foundation
5 feet
Any basement 1
10 feet
Top sloe of embankment or cuts oft feet or more vertical height
10 feet
Drainage systems and interceptor drains
5 feet
Any swimming pools
10 feet
Final earth grade vertical
36 inches
➢ 15A NCAC 02T.0305(2) contains alternatives where separations in 02T.0305(f) cannot be achieved.
➢ **Stream classifications can be identified using the Division's NC Surface Water Classifications webnaee
➢ If noncompliance with 02T.0305(fl or (e). see Section X of this application
2. Does the project comply with separation requirements for wetlands? (50 feet of separation) ❑ Yes ❑ No ®N/A
➢ Seethe Division's draft separation requirements for situations where separation cannot be meet
➢ No variance is required if the alternative design criteria specified is utilized in design and construction
➢ As built documents should reference the location of areas effected
3. Does the project comply with setbacks found in the river basin rules per 15A NCAC 02B .0200? ❑ Yes ❑ No ® N/A
➢ This would include Trout Buffered Streams per 15A NCAC 2B.0202
4. Does the project require coverage/authorization under a 404 Nationwide of ❑ Yes ® No
vrdividual-permits-a-101—Water-Quality Certifications?— —
➢ Information can be obtained from the 401 & Buffer PermittingBranch
5. Does project comply with 15A NCAC 02T.0105(c)(6) (additional permits/certifications)? ® Yes ❑ No
Per 15A NCAC 02T.0105(e)(6), directly related environmental permits or certification applications are being prepared, have
been applied for, or have been obtained. Issuance of this permit is contingent on issuance of dependent permits (erosion and
sedimentation control plans, stormwater management plans, etc.).
6. Does this project include any sewer collection lines that are deemed "high -priority?"
Per 15A NCAC 02T.0402, "high -priority sewer" means "any aerial sewer, sewer contacting surface waters, siphon, or sewer
positioned parallel to streambanks that is subject to erosion that undermines or deteriorates the sewer.
❑ Yes ® No ❑ N/A
➢ If yes, include an attachment with details for each line, including type (aerial line, size, material, and location).
High priority lines shall be inspected by the permittee or its representative at least once every six -months and inspections
documented per 15A NCAC 02T.0403(a)(5) or the permitee's individual System -Wide Collection permit.
FORM: FTA 04-16 Page 4 of 5

X. CERTIFICATIONS:
1. Does the submitted system comply with 15A NCAC 02'1, the Minintttm Design Criteria for the Permitting of Pump Stations
and Force Mains Ilalest version), and the Crtvity Sewer Minimum Design Criteria (latest version) as applicable?
® Yes ❑ No
If No, complete and submit the Variance/Alternative Design Request application (VADC 10-14) and supporting documents for
review. Apnroval of the request is required prior to submittal of the Fast Track Application and supporting documents.
2. Professional Engineer's Certification:
that this application for
Engineer's name from Application Item 111.1.)
has been reviewed by me and is accurate, complete and consistent with the information supplied in the plans, specifications,
engineering calculations, and all other supporting documentation to the best of my knowledge. I further attest that to the best
of my knowledge the proposed design has been prepared in accordance with the applicable regulations, Gravity Sewer
Minimum Design Criteria for Gravity Sewers (latest version), and the Minimum Design Criteria for the Fast -Track Permitting
Of Pump Stations and Force Mains (latest version). Although other professionals may have developed certain portions of this
submittal package, inclusion of these materials under my signature and seal signifies that I have reviewed this material and
have judged it to be consistent with the proposed design.
NOTE — In accordance with General Statutes 143-215.6A and 143-215.6B, any person who knowingly makes any false
statement, representation, or certification in any application package 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.
North Carolina Professional Engineer's seal, signature, and date:
r"tE83/AA. /,
044020
3. Applicant's Certification per 15A NCAC 02T .01
that this application for
& title lt6m AnnUation Item
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
app ication package is subject to being returned as incontj MM.- I understand that any discharge of wastewater from this non ce—t
discharge system to surface waters or the land will result in an immediate enforcement action that may include civil penalties,
injunctive relief, and/or criminal prosecution. I will make no claim against the Division of Water Resources should a condition
of this permit be violated. I also understand that if all required parts of this application package are not completed and that if
all required supporting information and attachments are not included, this application package will be returned to me as
incomplete.
NOTE — In accordance with General Statutes 1.13-215AA and 143-215.613, any person who knowingly makes any false
statement, representation, or certification in any application package 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.
Date: �G
FORM: FTA 04-16 Page 5 of 5

July 10, 2018
Division of Water Resources
Department of Environmental Quality
State of North Carolina
610 East Center Avenue
Mooresville, NC 28115
Re: Authorized Agent —DDR Carolina Pavilion LP
Carolina Pavilion
Charlotte, NC
Dear Sir or Madam:
This letter serves as notice from DDR Corp., managing member of the above referenced
property owner, that Diane Mikovskv is an authorized agent for DDR Corp. As such agent, she
is authorized to sign for permits and Notices of Commencement.
Do not hesitate to contact me at 216.755.5835 if you have any questions or comments. Thank
you for your cooperation.
Sincerely,
DDR Corp.
Joseph Chura
Senior Vice President of Construction Management
STATE OF OHIO
COUNTY OF CUYAHOGA
BEFORE ME, a Notary Public in and for said County and State, personally appeared SDsepk C4� 1-.
known to me, acknowledges that the same is his/her free act and deed of said corporation.
IN WITNESS, WHEREOF, I have hereunto set my hand and official seal at DDR, Corp in Beachwood, OH
this 110 day of :�-2018.
�Q—
Notary Public
Nnw„
APR...... ''• KIMBERLY G. CADLE
fig\\\IlZ�°?• Notary Public, State of Ohio
Portage County
{,u;•.,• Yoi My Commission Expires
•OF ov�°• June 4, 2022

NORTH CAROLINA
Department of the Secretary of State
To all whom these presents shall come, Greetings:
I, Elaine F. MarshalI, Secretary of State of the State of North Carolina, do hereby certify
the following and hereto attached to be a true copy of
CERTIFICATE OF FOREIGN LIMITED PARTNERSHIP
OF
DDR CAROLINA PAVILION LP
the original of which was filed in this office on the 18th day of October, 2012.
IN WnWESS WHEREOF, I have hereunto set my
�• hand and affixed my official seal at the City of
Raleigh, this 199th_day
of October, 2012.
l7 '
Scan to verify online.
Certifieatlonit C201229100552-1 Reference# C201229100552-1 Page: 1 of 3 Secretary of State
Verify this certificate online at www.secretary.state,ne.ustverifrcation

C201229100552
0
CJ
SORD: 1283471
Date Filed: 10/18/2012 10:43:OD AM
Elaine F. Marshall
North Carolina Secretary of State
C201229100552
State of North Carolina
Department of the Secretary of State
APPLICATION FOR REGISTRATION
' AS A FOREIGN LIMITED PARTNERSHIP
Pursuant to §59-902 of the General Statutes of North Carolina, the undersigned hereby submits this application
for Registration as a Foreign Limited Partnership for the purpose of obtaining a Certifuretaof Authority to
transact business in this State.
1• The name of tha foreign limited partnership is: i)DR CaroHna Pavilion LF
2 If the name of the foreign limited partnership is unavailable for use in the State of North Carolina, the Dante the
Waited parm ahip wishes to use I&
('The mate must contain the words "Limbed Wnership," or the abbreviation "L.P." or "LP," or the combhmdon
"Ltd. Partnership".)
3. The juiisdiction In which the Waited i was formed a .Delaware
ma _
and the date of fortion was 10/z5�z0xpi . The limhedpannenhip'speriodofdunt0onIs
Perpowl
4. The street address of the principal offlce is:
Number and Strew 3300 Brnapdse parkway
City, Stele, Zip Code Beachwood, ON 45122
The mailing addrexv, f%dffrmAfrom the sfreetaddrasr, of the principal office
5'. NatneofRegistered Agent: CTCorporation Spann
6, Address of Registered Orrice:
Number and Street 150 Fayenevilla Sued, Box 101 t
City, State, Zip Code Melsk NonhCarolins 27601 County Wake -
The mailing address, If d(I%amt flow the sheW oddrm, of the registered office
7. In consideration of the issuance of a Ceti ifeate of Authofity to i auaact business in Nonh Carolina, the limiled
parnership appoints the Secretary of State of North Carolina as the agent to receive service of process, notice or
demand, whenever the foreign Malted partnership fails to appoint or rnaintaln a rogiatered agent in this Slate, or
whenever auch registered agent cannot with reasonable 41ittence be found at the registered office.
CORPORATIONS I)IVIStON P.O.BOX 296R2 RALCI01i NC 27626 06222
(Revtaed January, 2002) Foam 1.12-04
l.CWMW Z'TSt,e"
Certdteeaoua C201229100552-1 Refereaeea C201229100552- Page; 2 of

C201229100552
LI
•
•
Enter the name and address of each general partner, (attach additional sheets if necessary)
Name DDR C -Holdings LLC
Stmet/No. 3300 Enterprise Parkway
City Beachwood
Sulet2lp Ohio 44122
Name
Ci y
Name tame
Stmt/No. $aeetlNo
Chy Ctry
gtaUlLip SUIdGo
9. Limited Partners (select 1 or 2, as appropria(e)
❑ Attached is a list of the names and addresses of all limited partners (include full namefaveet
addrcas/city/statdzip code founty); or
❑x The location of the office where list of the names and addresses of the, Ihnited partners and their capital
contributions will kept be as long as the limited partnership transacts business in North Carolina Is
Number and Street 3300 Enterprise Parkway
City, State, Zip Code Beachwood, OH 44122
10. (Select one)
❑ Tito foreign limited partnership Is a foreign limited liability limited partnership.
The foreign limited partnership is not a foreign limited liability limited partnership,
11. This registration will be effective upon filtng, unless a dote and/or time is specified;
No7m
Plllea fee n SMThis docomera mua he flea with the aemtlerr or sun.
CORPORATIONS DIVISION
(Rerfsad,fanimM NMI)
rxwe-awmwcnsu.9 u+u.
Certmennoug C2U1229100552.1 Refereuccit C201229100552-Paget 3 of
David E, we
Typed or m d name '
vv
Sign ro
Exec. Y.P. of DDA CP Holdings LLC
Title _ ... _.
Authorized to sign In accordance
P.O:BOX 20622
With NCGS 57C-3.24 .
It UGH, NC 27636.0a222
Form LR04

DWR.
State of North Carolina
Department of Environmental Quality
Division of Water Resources Flow Tracking/Acceptance for Sewer tvision Of Extension Applications
Resources
Enti R
ty equestmg Allocation: Kimle (FTSE 04-16)
Project Name for which flow is bein requested:Horn &Associates
More than one F75@m g Floor &Decor
stations along the rome o e requiredfor a single r
f Proposed w 8 project if the owner of the w*7 p is
astewaterJlmv, no! respauible for all parmp
I• Complete this section only if You are the owner of the wastewater treatment plant,
a• WWTP Facility Name: McAlpine Creek, Irwin
b. W WTP Facility Permit #: Ncooz4o7o, N00024sas, oo2 93eek' Sugar Creek
C. W WTP f '('
d.
C.
ow for this specific request
g. Total actual and obligated flows to the facility
h. Percent of permitted flow used
act itY s Permitted flow All flows are IN yjCD Estimated obligated flow not yet tributarto
WWTP facility's actual av , y the WWy p
ss 0
Total fl g flow 11.75
65.008
o.007
76.765
If. Complete this section for each 77.5�%
Proposed wastewater flow. Pump station you are responsible for along the route of this
List pump stations located between the project connection point and the WWTP:
(A) B)
Pump Design (C) (D)=(B+C
Station Firm Average Daily Approx. Obligated, ) (E)=(A-D)
(Name or Capacity, + Flow** Current Av Not Yet Total Current
Number) MGD (Firm /V�, Daily Flow, Tributary Flow Plus
MGD MGD DaiMOD Obligated Available
Flow
capacity***
The Ayr Cm apct_a ty of anypmu p station r defined
d — ----
can be achieved with the largest pump taken out ofservice.
as the maximum pumped flow tha~—
** Design Average Daily Flow is the firm capacity
factor (pn not less than 2.5. of the
PUMP station divided by a peaking
A *"* Planning Assessment
***Abetween the Addendum shall be attached for each
Project connection point and
Downstream Facility Name the W WTp where the Available Capacity is <0.
Downstre (Sewer): LanSdOWne Sub. —
am Permit Number:
Unknown
Page I of 6
FTSE 04-16

III, Certification Statement:
I Ked Cantrell 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 11
plus all attached planning assessment addendums for which I am the responsible party.
Signature of this form indicates acceptance of this wastewater flow.
6/20/2018
Signing Official Signature Date
Page 2 of 6
FTSE 04-16

CHARLOTTE
Wt)T R
June 26, 2018
Mr. Cole Boroughs
Kimley-Horn & Associates
200 South Tryon Street Ste. 200
Charlotte, NC 28202
SUBJECT: WATER AND SEWER FLOW ACCEPTANCE
FLOOR & DECOR
9579 SOUTH BOULEVARD, CHARLOTTE NC
CLTWATER TRACKING# 2018903
After an analysis of the sanitary sewer associated with the proposed design of project 2018903,
Floor & Decor, it was determined that there is sufficient capacity to accommodate the proposed
sewer flow of 7,380 gallons perday (73,796 sf x 100 gal/1000 sq ft) at the connection point(s)
indicated on the submitted utility plan for transmission to the McAlpine Creek Wastewater Treatment
Plant; NPDES permit number NC0024970, for treatment. This acceptance of flow is based upon the
existing capacity of the designated publicly owned treatments works. Please see the attached NC
DEQ FTSE form.
Charlotte Water (CLTWater) 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
NCDEQ. However, CLTWater cannot guarantee a constant pressure or quality of flow.
The applicant should understand that due to the involvement of other agencies and continuing
growth of the water system, the ability to provide service for future projects cannot be guaranteed
nor reserved. Connection to the CLTWater system is accepted on a first come first served basis.
The applicant should understand that this letter is not authorization to construct or extend private
water or sewer systems, as the appropriate local or State permits are required prior to construction.
If you have any
questions, please do not hesitate to contact me at [phone].
Sincerely,
G74� Sarum
Gwendolyn Banner
Engineering Assistant
Charlotte Water 5100 Brookshire Blvd, Charlotte, NC 28216 charlottewater.org
Operated by the City of Charlotte

a' J l,
6vlr(lelrry �� � yi
an,.
51
> r� r CAROLINA PAVILION
uj SHOPPING CENTER
All
l..�
ti i1
H ! :
:D
eee
� r
4 � STq
e
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.4`t+'.i .
SITE LOCATION
GRAPHIC SCALE IN FEET
0 150 300 600
NORTH
DATE: 5/3/2018
PROJ #: 017386001
FLOOR & DECOR Kimley»> Horn
FIGURE 1 - AERIAL MAP
200 south Tryon Street, ChaJone, NO 28202
CAROLINA PAVILION, CHARLOTTE, NC Main. ID13335131 1 w Wnrierhommen

North Carolina Secretary of State Search Results
Page 1 of 2
• File an Annual Report/Amend an Annual Report • Upload a PDF Filing • Order a Document Online
Add Entity to My F mail Notification List • View Filings • Print an Amended a Annual Report form • Print a
Pre -Populated Annual Report form
Business Corporation
Legal Name
DDR Corp.
Prev Legal Name
Developers Diversified Realty Corporation
Information
Sosld: 0318895
Status: Current -Active
Annual Report Status: Current
Citizenship: Foreign
Date Formed: 1/22/1993
Fiscal Month: December
State of Incorporation:
OH
Registered Agent: CT Corporation System
Addresses
—Reg==Ge— Reg Mailing
160 Mine Lake Ct Ste 200 160 Mine Lake Ct Ste 200 3300 Enterprise Parkway
Raleigh, NC 27615-6417 Raleigh, NC 27615-6417 Beachwood, OH 44122-7200
Principal Office
3300 Enterprise Parkway
Beachwood, OH 44122-7200
Officers
https://www.sosne.gov/online_services/search/Business_Registration_Results 7/ 13/2018

North Carolina Secretary of State Search Results
Page 2 of 2
Tax Officer
APRIL M EHRENBEIT
3300 ENTERPRISE PKWY
BEACHWOOD OH 44122
Chief Operating Officer
MICHAEL A MAKINEN
3300 ENTERPRISE PKWY
BEACHWOOD OH 44122
Secretary President
AARON M KITLOWSKI DAVID R LUKES
3300 ENTERPRISE PARKWAY 3300 Enterprise Parkway
Beachwood OH 44122 Beachwood OH 44122
Chief Operating Officer Treasurer
MICHAEL A MAKINEN MATTHEW L OSTROWER
3300 ENTERPRISE PKWY 3300 ENTERPRISE PARKWAY
BEACHWOOD OH 44122 Beachwood OH 44122
Senior Vice President Chief Accounting Officer
Craig A Schultz CHRISTA A VESY
3300 ENTERP.�ISE PARKWAY 3300 ENTERPRISE PKWY
Beachwood OH 44122 BEACHWOOD OH 44122
Stock
https://www.sosnc.gov/online_services/searchlBusiness_Registration_Results 7/13/2018