WQ0038293_Regional Office Historical File Pre 2018

PAT MCCROTtY
1ONA D T . VAN DER VAART
Secivlary
S. JAY ZIMMERMAN
Water Resources
ENVIRONMENTAL CVAL.UTY
February 15, 2016
Ms. Judy Allie, Real Estate Manager
QuikTrip Corporation
3701 Arco Corporate Drive, Suite 150
Charlotte, NC 28273
Subject: Permit No. WQ0038293
QuikTrip Corporation
QT1032
Wastewater Collection Systen
Mecklenburg County
Dear Ms. Allie
xtension Permit
In accordance with your application received February 10, 2016, we are forwarding herewith Permit No.
WQ0038293 dated February 15, 2016, to QuikTrip Corporation (Permittee) for the construction and
operation upon certification of the subject wastewater collection system extension. This permit shall be
effective from the date of issuance until rescinded and shall be subject to the conditions and limitations
as specified therein. This cover letter shall be considered a part of this permit and is therefore
incorporated therein by reference.
Please pay particular attention to the following conditions contained within this permit:
Condition 11.4:
This._ permit sha1l nrot,te automatically trati f rable _..a rEquest must
approved.
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 responsibility of the Permittee to ensure that the as -constructed project meets the
appropriate design criteria and rules. Failure to comply may result in penalties in accordance with North
Carolina General Statute §143-215.6A through §143-215.6C, construction of additional or replacement
wastewater collection facilities, and/or referral of the North Carolina -licensed Professional Engineer to
the licensing board.
If any parts, requirements, or limitations contained in this permit are unacceptable, you have the right to
request an adjudicatory hearing upon written request within 30 days following receipt of this permit. This
request must be in the form of a written petition, conforming to Chapter 1508 of North Carolina General
Statutes, and filed with the Office of Administrative Hearings, 6714 Mail Service Center, Raleigh, NC
27699-6714. Unless such demands are made, this permit shall be final and binding.
State of North Carolina I Environmental Quality Y Water Resources I Water Quality Regional Operations
Mooresville Regional Officel 610 Fast Center Avenue, Suite 301 I Mu,North Carolina 281 LS
704 663 1699

If you need additional information concerning this matter, please contact Barry Love at [phone]
or via e-mail at barry.love@ncdenr,gov.
Sincerely,
by W. Corey Basinger, Regional Supervisor
Water Quality Regional Operations Section
Mooresville Regional Office
Division of Water Resources, NCDEQ
cc: Brian D. Smith, P.E. (e-copy)
Barbara Gross (e-copy)
Tommy Rowland (e-copy)
Regional Office Files
Water Resources Central Files
PERCS (e-copy)
Page 2 of 8

I
Environmental
Quality
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
QuikTrip Corporation
Mecklenburg County
for the construction and operation of approximately 23 linear feet of 6-inch gravity sewer to serve a
convenience store as part of the QT1032 project, and the discharge of 3,515 gallons per day of collected
domestic wastewater into the Charlotte Water existing sewerage system, pursuant to the application
received February 10, 2016, 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 Environmental Quality 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
co 5• itilimitations contained therein.
Eby W. Corey Basinger, Regional Supervisor
Water Quality Regional Operations Section
Mooresville Regional Office
Division of Water Resources, NCDEQ
Permit Number: WQ0038293
Permit Issued: February 15, 2016
Page 3 of 8

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~p��" " x.o~x�oo."�~ m�� ""~o�v�""" *~���o.vn.�"ou~u_n
QNuikTrip Corporation
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 Charlotte Water Mallard [reek
Wastewater Treatment Plant in accordance with Permit Number NCO030210.
Permitting nfthis project doesnmtconstbu1eanacceptanceofanypartpftheprojectthatdoesnotnmeet
15A N[AC ll; the Division's 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, 2000 as applicable, unless specifically mentioned herein. Division approval
is based on acceptance of the certification provided by a North Carolina -licensed Professional Engineer in
the application. it shall be the Pennittee^sresponsibility 10 ensure that the as -constructed project meets
the appropriate design criteria and rules.
Construction and operation iscVn1' ntuponcomo|iancgvviththeStandard[ondbionsandamySoecia|
Conditions identified below.
1. SPECIAL CONDITIONS
1. Noflow inexcess of the quantity permitted herein, 3,S1Sgallons per day, shall be made tributary to
the subject sewer system until anapplication for permit modification for anincrease inflow has been
submitted to and approved by the Division, [15A NCAC 02T.0304(b))
2' This permit shall become voidable unless the agreement between QuikTrip Corporation and Charlotte
Water for the collection and final treatment of wastewater is in full force and effect. [lSA NCA[
This permit isnot transferable. |nthe event there isadesire for the wastewater collection facilities
tochange ownership, or there ismname change ofthe PemnKtee,aformal permit request shall be
submitted to the Division accompanied by documentation from the parties involved, and other
supporting materials asmay beappropriate, The approval nfthis request shall beconsidered nnits
merits and may nrmay not beapproved, [1S4N[AC82l[O104; G.S143'Zl5.1(d3)}
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 Divis,ion'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 materials unless specifically mentioned herein, [15A NCAC 02T.0110]
This permit shall be effective only with respect to the nature and volume of wastes described in the
application and other supporting data. [15A NCAC 02T 01101
4. The wastewater collection facilities shall be properly maintained and operated at all times. The
Page 4 of 8

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: [15A NCAC 02T .0108(b)1:
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 ofthe 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
.—__.___b.iannual_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.
i. Right-of-ways and easements shall be maintained in the full easement width for personnel and
equipment accessibility.
j. Documentation shall be kept for Subparagraphs (a) through (i) of this Rule for a minimum of three
years with exception ofthe map, which shall be maintained for the life of the system.
5. The Permittee shall report by telephone to a water resources staff member at the Mooresville
Regional Office, telephone number [phone], as soon as possible, but in no case more than 24,
following the occurrence or first knowledge of the occurrence of either of the following:
Page 5 of 8

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-SSO (or the most current Division approved
form) can also be completed to show that the SSO was beyond control. [G.S. 143-215.1C(a1)]
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. [15A NCAC 02T.0108(b)]
7. 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 Countirs Flegister feeds office sha11 h subm)tted 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:
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 clear 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.
b. One copy of the supporting applicable design calculations including pipe and pump sizing,
velocity, pump cycle times, and level control settings, pump station buoyancy, wet well storage,
surge protection, detention time in the wet well, and force main, ability to flush low points in
force mains with a pump cycle, and downstream sewer capacity analysis. if a portable power
source or pump is dedicated to multiple stations, an evaluation of all the pump stations' storage
capacities and the rotation schedule of the portable power source or pump, include travel
timeframes, shall be provided.
Page 6 of 8

I
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% orgreater, 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. [15A NCAC 02T .0116]
8. Gravity sewers installed greater than ten percent below the minimum required slope per the Division's
Gravity Sewer Minimum Design Criteria shall not be acceptable and shall not be certified until
corrected. If there is an unforeseen obstacle in the field where all viable solutions have been
examined, a slope variance can be requested from the Division with firm supporting documentation.
This shall be done through a permit modification with fee. Such variance requests will be evaluated
on a case -by -case basis. Resolution of such request shall be evident prior to completing and submitting
the construction certification. [ 15A NCAC 02T.0105(n)]
9. A copy of the construction record drawings shall be maintained on file by the Permittee for the life of
the wastewater collection facilities. [15A NCAC 02T .0116]
10. 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 mith.North.Carolina_ Gener_aL_Statute0143-215,6A 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. [15A NCAC 02T .0104; 15A NCAC 02T
.0108(b-c)] •
11. 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.
[15A NCAC 02T .0110; 15A NCAC 02T .0108(b)]
12. 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 the Division any other Federal, State, or
Local government agencies which have jurisdiction or obtaining other permits which may be
required by the Division or any other Federal, State, of Local government agencies. [G.S. 143-
215.1(b)]
Page 7 of 8

FAST TRACK SE
PERMITTEE:
PERMIT #:
PROJECT:
ISSUE DATE:
NGINEERING CERTIFI
QuikTrip Corporation
WQ0038293
QT1032
February 15, 2016
TION
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
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
1, 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 duly registered Professional En sneer in the State of North Carolina,
having been authorized to observe ( periodically, El 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 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 w/signature & date:
Final 0 Partial (include description
Certification Cornrnents/Qualifiers (attach if necessary):
State crof North Carolina 1 E3ty
Mooresville Regional Ofrtc
ntnental Quality Water Resources I aCer 4 vtality Regional Operations
l47 East Center Avenue, Suite 301 / Mooresville, North Carolina 28115

0
z
0
USE THE TAB KEY TO MOVE FROM FIEL© TO FIELD
Application Number:
(to be completed by DWR)
9. OwnerIPermittee:
1 a. QuikTrifiCorporation
.._.t or P
Full Legal Name (company, municipality, HOA, utility, etc.)
lb, Judy Allie, Real Estate Managers
Signing Official Name and Title (Please review 15A NCAC 2T` ,610 (bJ for authorized signing officials
The legal entity who will own this system is
0 Individual 0 Federal 0 Municipality 0 Sta
orate Dr., Suite 150
i d. 3701 Arco � _
Mailing Address
NC
State... _.�. �..........
1 h. 704-559-8014 _ i i. 918-615-7160
Telephone Facsimile
Project (Facility) Information:
QT1032'
Brief Project Name (permit will refer to this name
Contact Person:
Judy Allie
Narne and Affiliation of Someone Who Can Answer Questions About this Application
3b, 704--559-8014 3c jaliie aaquiktrip.com_
Phone Number E-mail
y 0 Prival
1
Partnership
Charlotte
City
lg. 28273
Zip Code
1j. jailiet`c`t7,quiktrip.cf
Corporation 0 Other
E-mail
2b. Mecklenburg,_
County Where Project is L
1. Project is New Modification
2. Owner is 0 Public (skip to Item B(
ion, Permit No..
Private (go to Item 2(a))
2a. If private, applicant will be.
Retaining Ownership (i.e. store, church, single office, etc
0 Leasing units (lots, townhomes, etc. - skip to item B(3))
0 Selling units (lots, townhomes, etc. - go to Item B(2b))
Charlotte Water
0 Owner f Wastewater Treatment Fa
4a. Mallard Creek WWTP
Name of WWTF
ted
2b. If sold, facilities owned by a (must choose one)
0 Public Utility (Instruction D)
0 Homeowner Assoc./Developer (Instruction E)
y (WWTF) Treating Wastewater From This Project
4b. NC0030210
WWTF Permit No.
Unknown
5a. Charlotte Water
Owner of Downstream Sewer Receiving Sewer Size
6. The origin of this wastewater is (check all that apply):
O Residential Subdivision
0 Apartments/Condominiums
0 Mobile Home Park
0 School
0 Restaurant
0 Office
Gravity
Force Mai
Unknown
Permit # of Downs
Retail (Stores, shopping centers)
0 Institution
0 Hospital
Church
0 Nursing Home
© Other (specify):_„
7. Volume of wastewater to be allocated or permitted for this particular proje
*Do not include future flows or previously permitted allocations
the permitted flow is zero, indicate why:
O Pump Station, Outfall or Interceptor Line where flow will be permitted in subsequent permits that connect to this line
O Flow has already been allocated in Permit No.
• Rehabilitation or replacement of existing sewer with no new flaw expected
(see 15A NCAC 02T .0303 to determine if a permit is required)
m Sewer (Instruction
% Domes tic/Commer°cial
Industrial
(Attach Description
a% Other
(Attach Description)
gallons per day
I'TA 'I(l-l4 API'LICATtf N
4 of (i

Provide the wastewater flow calculations used in determining the permitted flow in accordance with 15A NCAC 2T .0114 for
the value in Item 6(7) ANDIOR the design flow for line or pump station sizing if a reduced or zero flow is t ing fq+ m in
Item S(7), Values other than that in 15A NCAC 2T ,0114 (b) and (c) must be supported with actual water s f a tewater use
data in accordance with 15A NCAC 2T .0114 (f).
5,858 sf' 60 gpd/100 sf = 3,515 gpd
...............
Summary of Sewer Lines to be Permitted (attach additional sheets if necessary)
Size (inches)
Length (feet) New Gravity or Additional
Force Main
23 New Gravity
Summary of Pump Stations wl assoc tat (attach additional sheets as necessary)
'Pump Station Location ID: (self chosen as shown on plans/map for reference)
ongitude: Latitude:
Design Flow
(MGD)
Pump Station Location ID:
ed Force Mains to be Permitted
Operational Point'
GPM TDH
Power Reliability Option
- permanent generator wIATS;
2 - portable generator w/MTS
Force Main Size Force Main Length
chosen - as shown on planslrnap
ng'ltude: Latitude:
Design Flow
(MGD)
Operational. Point
GPM @TDH
or reference)
Power Reliability Option
- permanent generator w/ATS; ; Force Main Size Force Main Length
2 - portable generator w!MTS
2. Wilt the wastewater flow in the proposed sewer lines or pump stations be able to be directed to another treatment fa
Yes No If Yes, permit number of 2nd treatment facility
RO — if "yes" to 6,12 please contact the Central Office PERCS Unit)
Does the sewer system comply with the Minim
Deal n Criteria for the Pe in of l um Statiors and Force Iwiain
(latest version), the Gravity Sewer Minimum Den Cdtet(a (latest version) and 15A NCAC Chapter 2T as applicable
❑ Yes ©No
if No, complete and submit the VariancelAlternatirre Design Request (VADC 10-141 application and supporting
documents for review. Approval of the request is required prior to submittal of the Fast Track Application and
supporting documents.
FIFA A 1 tt-14 APPLIC.ATiON
Page 5 of G

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? 0 Yes 0 No N/A
Sedimentation and Erosion Control Plan? Yes 0 No 0 N/A
Trout Buffer Waiver? 0 Yes 0 No N/A
Stormwater? Yes 0 No 0 NiA
15. Does this project include any high priority lines (15A NCAC 02T ,0402 u2) involve aerial lines, siphons, or interference
manholes)? These lines will be considered high priority and must be checked once every six months
Check if Yes: 0 and provide details:
1 a.
Owner/Permittee's Certification: (Signature of Signing ©fficiial and Project Name)
1, Judy Allie , attest that this application for QT1032
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 143-215.6 Y and 143215.6B, 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 violation.
ng Of icial Signature
ENGINEERING DESIGN DOCUMENTS MUST BE COMPLETED PRIOR TO SUBMI I I AL OF THIS
APPLICATION. THESE DOCUMENTS MUST INCLUDE PLAN AND PROFILE OF SEWERS, THEIR PROXIMITY
U) TO OTHER UTILITIES, DESIGN CALCULATIONS, ETC. REFER TO 15A NCAC 02T .0305
Z
0
2, Professional Engineer's Certification: (Signature of Design Engineer and Project Name)
1, Brian D. Smith ,attest that this application for QT1 032
has been reviewed by me and is accurate, complete and consistent with the information in the engineering ,plans,
calculations, and all other supporting documentation to the best of my knowledge. I further attest that to the best of my
knowledge the proposed design has been prepared in accordance with the applicable regulations, Gravity Sewer
Minimum Design Criteria for Gravity Sewers adopted February 12, 1996, and the Minimum Design Criteria for the Fast -
Track Permitting of Pump Stations and Force Mains adopted June 1, 2000 and the watershed classification in accordance
with Division guidance. Although other professionals may have developed certain portions of this submittal package,
inclusion of these materials under my signature and seal signifies that i have reviewed this material and have judged it to
be consistent with the proposed design. Note: In accordance with NC General Statutes 143-215,6A and 143-215.6a,, 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. Brian D. Smith
Professional Engineer Name
2b, Urban Design Partners, PLLC
Engineering Firm
2c. 1318 Central Avenue, Suite E6
ailing Address
2d, Charlotte
City
2 . 704; 334-33it3 2h_ 704-334-3:
Telephone Facsi
2e. NC 2f, 28205 ..
State Zip
brian©urbandesignpartners.co
14 APPLICA'"1'ION
Page 6 of()

'Goo* Maps oTi 032
Map data ©2015 Google
200 ft L.....40111.111111.14,111.0111100101J

TRANSMITTAL
URBAN
DESIGN
PARTNERS
1318 e-6 central avenue P 704,334,3303
charlotte, nc 28205
To: Water Quality Permiting Date: 2/"10 201 .
NCDENR
610 East Center Ave.
Mooresville, NC 28115
Phone: [phone]
Fax: [phone]
Project Name: QT 1032
Project No: 15-051
F 704,334.3395
Transmitted Via:
© Overnight
Z Courier
E Hand
0 Mail
0 Fax
Action:
For Approval
❑ For Your Use
❑ As Requested
© For Review & Commen
❑ For Signature
Irate Description
Comments
Set of utility plans
FTA 10-14 Application
To whom it may concern,
Attached is the information for at Fast Track sewer line submittal for a site at 11230
North Tryon Street. The project is titled QT1032 and is a QuikTrip gas station and
convienence center. Please let me know if you have any questions or comments.
Brian Smith
Cc:

QT1032
FAST -TRACK APPLICATION
COVER LETTER
UOP PROJECT No::15-051
APPLICANT
QuikTrip Corporation
Judy Allie
3701 Arco Corporate Drive
Suite 150
Charlotte, NC 28273
704-559-8014
ENGINEER
Urban. Design Partners
Brian D. Smith, P.F.
1318-E6 Central Avenue
Charlotte, NC 28205
704-334-3303
704-334-3305 (fax)
PROJECT LOCATION
11230 North Tryon Street, Charlotte, NC 28079
The site is located. approximately 9.00-feet northeast of the intersection oft-485 & North.
Tryon Street (Hwy 29),
PROJECT DESCRIPTION
QuikTrip is constructing a convenience store and gas station on a 1.99-acre site, The site
will be served by a private sanitary sewer main that connects to an existing private sewer
system in the Regal Cinemas lot.
This project includes the installati n of 23-linear feet of 6-inch PVC sanitary sewer line.
The new 6-inch sewer line will tie into an existing sanitary sewer cleanout provided
onsite from the previous development of the Regal Cinema. See the attached utility plans,

TA WITT;
-- J Lt i 'a
Division et Water Resources
State of North Carolina
Department of Environment and Natural Resources
Division of Water Resources
Flow Tracking/Acceptance for Sewer Extension Applications
(FTSE 08-13)
Project Applicant Name: Ouik Trip Corporation
Project Name for which flow is being requested: Quik Trip #1032
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: Mallard Creek WWTP
b. WWTP Facility Permit#: NCoo3o210
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
12.00
0.425
8 '30
0.0035
8.729
II. Complete this section for each pump station you are responsible for along the route of this
proposed wastewater flow.
List pump stations located between the project connection point and the WWTP:
Pump
Station
(Name or
Number)
Firm
Capacity,*
MGD
(A)
Design
Average Daily
Flow**
(Firm / pf),
MGD
Approx.
Current Avg.
Daily Flow,
MGD
(B) (C)
Obligated,
Not Yet
Tributary
Daily Flow,
MGD
(D)=(B+C) (E)=(A-D)
Total Current
Flow Plus
Obligated
Flow
Available
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 < 0.
Page 1 of 6
FTSE 08-13

c
ation Statement:
meet° , 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 notanticipated 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 beenperformed 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 Il
plus all attached planning assessment addenduns for which 1 am the responsible party.
Signature of this form indicates acceptance of this wastewater flow.
Signing cial Si nafu e
/3,0j
Date
Page 2 of 6
FTSE 08-13

Central Files: APS ^ SWP
2/15/2016
Permit Number WQ0038293 Permit Tracking Slip
Program Category , Status Protect Type
Non -discharge Active New Project
Permit Type Version , Permit Classification
Gravity Sewer Extension, Pump Stations, & Pressure Sewer Extensions 1.00 Individual
Primary Reviewer = - - Permit Contact Affiliation
barry.Iove
Coastal SWRuie
Permitted Flow
3,515
Facility
Facility Name Major/Minor Region
QT 1032 Minor Mooresville
Location Address
Facility Contact Affiliation
Owner
County
Mecklenburg
Owner Name
Quik Trip Corporation
DateslEvellts
Owner Type
Non-Govemment
Owner Affiliation
Judy Allie
6701 Arco Corporate Dr
Charlotte NC 28273
Orig Issue
2/15/2016
App Received Draft Initiated
2/11/2016
Scheduled
Issuance Public Notice issue Effective
2/15/2016 2/15/2016
Regulated Activities Requested /Received Events
Retail
Wastewater collection
Outfall
Expiration
Additional information requested
Additional information received
Waterbody Name Streamindex Number Current Class Subbasin