WQ0037853_Regional Office Historical File Pre 2018

Pat McCrory
Governor
North Carolina Department of Environmental Quality
October 26, 2015
William Grant, P.E.
CIP Program Manager
Union County Department of Public Works
500 North Main Street, Suite 500
Monroe, North Carolina 28112
Subject: Rescission of Wastewater Collection System Extension
DWQ Permit No. WQ0037853; Murphy USA Indian Trail
Union County
Dear Mr. Grant:
Donald R. van der Vaart
Secretary
Reference is made to your request for rescission of the subject Wastewater Collection System
Extension Permit, received by the Division on October 22, 2015. The proposed gravity sewer will
not be constructed. Therefore, in accordance with your request, Wastewater Collection System
Extension Permit No. WQ0037853 dated June 11, 2015 is rescinded, effective immediately.
If in the future, you determine that you need another wastewater collection system extension
permit, you must first apply for and receive a new Wastewater Collection System Extension
permit. Construction and operation of a wastewater collection system without a valid Wastewater
Collection System Extension Permit will subject Union County to a civil penalty of up to $25,000
per day.
If you have any further concerns, please do not hesitate to contact me in the Central Office at 919-
807-6383 or via email [[e-mail]}.
Sincerely,
tti ' jic,5
Deborah Gore
PERCS Unit Supervisor
cc: Central Files WQ0037853
MRO (electronic copy)
PERCS Permit File
1601 Mall Service Center, Raleigh, North Carolina 27699-1601
Phone: [phone] l Internet: www.ncdenr,gov
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UNION COUNTY
DEPARTMENT OF PUBLIC WORKS
RECE1VtDRLCDEWRJDWR
PCT. 2 2 -i0)b
wQkoss
500 North Main Street, Suite 500, Monroe, NC 2S �f2ESVILLF REGIONAL, QFF.�CE'
Phone (704)296"",4210 • Fax: [phone] _ .
October 19, 2015•
NC Dept. of Environment and Natural Resources
Mooresville Regional_ Office
610 E. Center Avenue
Mooresville, N.C. •28115
Ref: Murphy USA Indian Trail — Permit # WQ0037853, dated June 11, 2015
To whom it may concern:
Please void permit # WQ0037853, dated June 11, 2015. The proposed
gravity sewermain will not be constructed as approved with this permit. There will
be a private permit with a private pump station.
If you have any questions don't hesitate to call me at [phone]. Thankyouu
for working with us on this matter.
Sincerely,
William Grant, P.E.
CIP Program Manager •
WG/pwb

North Carolina Depart
Pat McCrory
Governor
R
ent of Environmen
June 11, 2015
Mr. Charles P. ©'Cain, Development Program Manager
Union County Public Works
500 N. Main Street, Suite 500
Monroe, NC 28112
Subject;
Permit No. WQ0037853
Murphy USA Indian Trail
Wastewater Collection System Extension Permit
Union County
Dear Mr. O'Cain:
nd Natural Resources
Donald R, van der Vaart
Secretary
In accordance with your application received June 10, 2015, we are forwarding herewith Permit No.
WQ0037853 dated June 11, 2015, to Union County Public Works (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 11,1: This permit shall not be automatically transferable; a request must be made and
approved.
Condition 11.4: Requires that the wastewater collection facilities be properly operated and maintained
in accordance with 15A NCAC 2T ,0403 or any individual system -wide collection system
permit issued 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,
Mooresville Regional Office
610 East Center Avenue, Suite 301, Mooresville, NC 28115
Phone; 704-663-1699 \ Fax [phone] \ Customer Service 1-877-623-6748
Internet: www.ncwateroualitv.org
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Union County Public Works
Permit No. WQ0037853
If you need additional information concerning this matter, please contact Barry Love at (704) 23S 2143
or via e-mail at [e-mail],
for S. Jay Zimmerman, Director
Division of Water Resources, NCDENR
by Michael Parker, Regional Supervisor
Water Quality Regional Operations Section
Mooresville Regional Office
Division of Water Resources, NCDENR
cc: John Nourzad, P.E. (electronic copy)
Regional Office Files
Water Resources Central Files
PERCS (electronic copy)
Page 2 of 8

ATA
IThENR
STATE OF NORTH CAROLINA
ENVIRONMENTAL MANAGEMENT COMMISSION
DEPARTMENT OF ENVIRONMENT AND NATURAL RESOURCES
WASTEWATER COLLECTION SYSTEM EXTENSION PERMIT
In accordance with the provisions of Article 21 of Chapter 143, General Statutes of North Carolina as
amended, and other applicable Laws, Rules, and Regulations, permission is hereby granted to the
Union County Public Works
Union County
for the construction and operation of approximately 579.74 linear feet of 8-inch gravity sewer to serve a
convenience store as part of the Murphy USA Indian Trail project, and the discharge of 1500 gallons per
day of collected domestic wastewater into the Union County Public Works existing sewerage system,
pursuant to the application received June 10, 2015, and in conformity with 15A NCAC 2T; the Division's
Gravity Sewer Minimum Design Criteria adopted February 12, 1996 as applicable; the Division's
Minimum Design Criteria for the Fast -Track Permitting of Pump Stations and Force Mains adopted June
1, 2000 as applicable; and other supporting data subsequently filed and approved by the Department of
Environment and Natural Resources and considered a part of this permit.
This permit shall be effective from the date of issuance until rescinded and shall be subject to the
'fled conditions and limitations contained therein.
for S. Jay Zimmerman, Director
Division of Water Resources, NCDENR
By Authority of The Environmental Management Commission
Permit Number: WQ0037853
Permit Issued: June 11, 2015
Page 3 of 8

SUPPLEMENT TO PERMIT COVER SHEET
Union County Public Works is hereby authorized t©:
Construct, and then operate upon certification the aforementioned wastewater collection extension.
The sewage and wastewater collected by this system shall be treated in the Union County Crooked
Creek Wastewater Treatment Plant in accordance with Permit Number NC0069841.
Permitting of this project does not constitute an acceptance of any part of the project that does not
meet 15A NCAC 2T; the Division's Gravity Sewer Minimum Design Criteria adopted February 12, 1996 as
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 Permittee's responsibility to ensure that the as -constructed
project meets the appropriate design criteria and rules.
Construction and operation is contingent upon compliance with the Standard Conditions and any Special
Conditions identified below,
SPECIAL CONDITIONS
No flow in excess of the quantity permitted herein, 1,500 GPD, shall be made tributary to the
subject sewer system until an application for permit modification for an increase in flow has been
submitted to and approved by the Division. [15A NCAC 02T.0304(b)]
II, STANDARD CONDITIONS
This permit is not transferable. In the event there is a desire for the wastewater collection facilities
to change ownership, or there is a name change of the Permittee, a forrnal permit request shall be
submitted to the Division accompanied by documentation from the parties involved, and other
supporting materials as may be appropriate. The approval of this request shall be considered on its
merits and may or may not be approved. (15A NCAC 02T.0104; G.S 143-215.1(d3)]
2. This permit shall become voidable unless the wastewater collection facilities are constructed in
accordance with the conditions of this permit; 1SA 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 materials unless specifically mentioned herein. 115A 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 .0110]
4. The wastewater collection facilities shall be properly maintained and operated at all times. The
Permittee shall maintain compliance with an individual system -wide collection system permit for the
operation and maintenance of these facilities as required by 15A NCAC 2T .0403. If an individual
permit is not required, the following performance criteria shall be met: [15A NCAC 02T .0108(b)]:
Page 4 of 8

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 (Le.
365 days per year). Pump stations that are connected to a telemetry system shall be inspected
at least once per week.
e. High -priority sewer lines shall be inspected at least once per every six -months and inspections
are documented.
f. A general observation of the entire sewer system shall be conducted at least once per year.
g. Overflows and bypasses shall be reported to the appropriate Division regional office in
accordance with 15A NCAC 2B .0506(a), and public notice shall be provided as required by North
Carolina General Statute §143-215.1C.
h. A Grease Control Program is in place as follows:
1. For public owned collection systems, the Grease Control Program shall include at least
biannual distribution of educational materials for both commercial and residential users and
the legal means to require grease interceptors at existing establishments. The plan shall also
include legal means for inspections of the grease interceptors, enforcement for violators and
the legal means to control grease entering the system fromother 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 of the 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 (919)
733-3300. 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)]
Upon completion of construction and prior to operation of these permitted facilities, the completed
Engineering Certification form attached to this permit shall be submitted with the required
supporting documents to the address provided on the form. A complete certification is one where
the form is fully executed and the supporting documents are provided as applicable. Any
wastewater flow made tributary to the wastewater collection system extension prior to completion
of this Engineer's Certification shall be considered a violation of the permit and shall subject the
Permittee to appropriate enforcement actions.
If the permit is issued to a private entity with an Operational Agreement, then a copy of the
Articles of Incorporation, Declarations/Covenants/Restrictions, and Bylaws that have been
appropriately filed with the applicable County's Register of Deeds office shall be submitted with
the certification.
A complete certification is one where the form is fully executed and the supporting documents are
provided as applicable. Supporting documentation shall include the following:
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 law 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

c. Changes to the project that do not result in non-compliance with this permit, regulations, or the
Minimum Design Criteria should be dearly identified on the record drawings, on the certification
in the space provided, or in written summary form.
Prior to Certification (Final or Partial): Permit modifications are required for any changes resulting
in non-compliance with this permit (including pipe length increases of 10% or greater, increased
flow, pump station design capacity design increases of 5% or greater, and increases in the
number/type of connections), regulations, or the Minimum Design Criteria. Requested
modifications or variances to the Minimum Design Criteria will be reviewed on a case -by -case basis
and each on its own merit. Please note that variances to the Minimum Design Criteria should be
requested and approved during the permitting process prior to construction. After -construction
requests are discouraged by the Division and may not be approved, thus requiring replacement or
repair prior to certification & activation. [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 with North Carolina General Statutes §143-215.6A
through §143-215.6C, construction of additional or replacement wastewater collection facilities,
and/or referral of the North Carolina -licensed Professional Engineer to the licensing board. [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(6)]
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 maybe 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 SEWER ENGINEERING CERTIFICATION
PERMITTEE:
PERMIT #:
PROJECT:
ISSUE DATE:
Union County Public Works
WQ0037853
Murphy USA Indian Trail
June 11, 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 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
as a duly registered Professional En ineer in the State of North Carolina,
having been authorized to observe (11 periodically, ri 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; 1SA 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:
Q Final J Partial (include description)
Certification Comments/
u
ers attach if necessary):
NC DWR — Water Quality Regional Operations Section 610 East Center Avenue, Suite 301, ilooresville,, NC 28115
nY, . _ R-ern al r^ fl w r-rtre. runt, f'Y ft «i4 r*h'Y e."1th

•
USE THE TAB KEY TO MOVE FROM FIELD TO FIELD
1 Owner/Permittee:
la. Union County
Full Legal Name (company, municipality, HOA, utility, etc
1b, Charles P. O'cain (Development Program Managejr
Signing Official Name and Title (Please review 15A NCAC 2T .0
1 c. The legal entity who will own this system is:
❑ Individual ❑ Federal ❑ Municipality
Q ld. 500 North Main Street Suite 500
LL Mailing Address
1f. North Carolina
State
Q 1h. 704-296-4244
z
0
2
0
LL.
Z
Application Number
(to be completed by DWR)
06_1b1 for authorized signing officials)
ate/County ❑ Private Partnership ❑ Corporation ❑ Other (specify):
le. Monroe
City
1g, 28112
Zip Code
704-296-4232
Telephone Facsimile
2. Project (Facility) Infortrtltion:
2a. Murphy USA Indian Trail
Brief Project Name (permit
3. Contact Person:
3a. Charles P. O'Cain
Name and Affiliation of So
3b. 704-296-4244
o this name
ocain
E-ma
2b. Union
1VF17,NCDFfll
co.union,nc.us
MOORFSViLLF REC7l(1NAL O(=ME.
County Where Project is Located
one Who Can Answer Questions About this Application
Phone Number
Project is New 0 Modification
of an ex
2. Owner is ® Public (skip to Item B(3))
3c. ocain
E-mai
union.nc.us
ing permiodiifiication, Permit No,:
❑ Private (go to Item 2(a))
If private, applicant will be:
❑ Retaining Ownership (i.e. store, church, single office, etc.) or
Leasing units (lots, townhomes, etc. - skip to Item B(3))
❑ Selling units (lots, townhomes, etc. - go to Item B(2b))
Union County
Owner of Wastewater Treatment. Facility (WWTF
4a. Crooked Creek
Name of WWTF
5a. Union County 5b. 8 inch Gravity
Owner of Downstream Sewer Receiving Sewer Size 0 Force Main
6. The origin of this wastewater is (check all that apply):
2b. If sold, facilities owned by a (must choose one)
0 Public Utility (Instruction D)
0 Homeowner Assoc./Developer (Instruction E)
tewater From This Project
4b. NC0069841
❑ Residential Subdivision
❑ Apartments/Condominiums
❑ Mobile Home Park
Q School
❑ Restaurant
❑ Office
WW'TF Permit No.
WQ0024885
Permit # of Downstream Sewer (instruction F)
Retail (Stores, shopping centers)
❑ Institution
0 Hospital
El Church
❑ Nursing Home
❑ Other (specify):
Volume of wastewater to be allocated or permitted for this particular project: 1500
*Do not include future flows or previously permitted allocations
If the permitted flow is zero, indicate why:
100% Domestic/Commercial
% Industrial
(Attach Descript
% Other
(Attach Descriratton
gallons per day
ion)
❑ 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)
IF —A 10-1 PPLIICA`t`IO\

9. Provide the wastewater flow calculations used in determining the permitted flow in accordance with 15A NCAC 2T .0114 for
the value in Item B(7) AND/OR the design flow for line or pump station sizing if a reduced or zero flow is being requested in
Item B(7). Values other than that in 15A NCAC 2T .0114 (b) and (c) must be supported with actual water or wastewater use
data in accordance with 15A NCAC 2T .0114 (f).
(2) Hand Sink; (1) Three compartment sink; (1) Mop sink; (1) Water closet; (1) Lavatory
Total Plumbing Fixtures = 6
Flow Rate = 250 GPD/Plumbing Fixture
Total Wastewater Flow Rate = 6 x250 = 1500 GPD
10. Summary of Sewer Lines to be Permitted (attach additional sheets if necessary)
Size (inches)
8
r
❑
Length (feet) New Gravity or Additional
Force Main
579.74 New Gravity
W -- —
It Summary of Pump Stations wl associated Force Mains to be Permitted (attach additional sheets as necessary)
Pump Station Location ID: (self chosen - as shown on plans/map for reference)
0
Z
0
et
2
0
I1
Z
1--
2
a_
Longitude: Latitude:
-
Design Flow Operational Point Power Reliability Option
(MGD) GPM @TDH i - permanent generator w/ATS; Force Main Size Force Main Length
2 - portable generator w!MTS
E
'Pump Station Location ID: (self chosen - as shown on planslmap for reference)
,Longitude: Latitude:
Design Flow
(MGD)
' 1 Power Reliability Option
Operational Point'1 - permanent generator w/ATS;
GPM @TDH I 2 - portable generator wIMTS
Force Main Size
Force Main Length
112. Will the wastewater flow in the proposed sewer lines or pump stations be able to be directed to another treatment facility?
❑ Yes ® No if Yes, permit number of 2nd treatment facility :
(RO — if "yes" to B,12 please contact the Central Office PERCS Unit)
13. Does the sewer system comply with the Minimum Design Criteria for the Permitting of Pump Stations and Force Mains
(latest version), the Gravity Sewer Minimum Design Criteria (latest version) and 15A NCAC Chapter 2T as applicable?
® Yes ❑ No
If No, complete and submit the Variance/Alternative Design Request (VADC 10-14) application and supporting
documents for review. Approval of the request is required prior to submittal of the Fast Track Application and
supporting documents.
PTA 10-I4 APPLICATION Page 5 of

" 14, Have the following permits/certifications been submitted for approval for the system or project to be served?
Wetland/Strearn Crossings - General Permit or 401Certification? El Yes 0 No El N/A
Sedimentation and Erosion Control Plan? 0 Yes 0 No EJ N/A
Trout Buffer Waiver? 0 Yes Li No IE N/A
Stormwater? 0 Yes El No 0 N/A
15. Does this project include any high priority fines (15A NCAC 2T .0402 (2)) involve aerial lines, siphons, or interference
manholes)? These lines will be considered high priority and must be checked once evervsx months
Check if Yes: 0 and provide details:
1. Owner/Permittee's Certification: (Signature of Signing Official and Project Name)
1, Charles P. O'Cain, attest that this application for Murphy USA Indian Trail 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 supportingdocumentation 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 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,
la,
Signing 0
nature
-
/
Date
ENGINEERING DESIGN DOCUMENTS MUST BE COMPLETED PRIOR TO SUBMITTAL OF THIS
APPLICATION, THESE DOCUMENTS MUST INCLUDE PLAN AND PROFILE OF SEWERS, THEIR PROXIMITY
(I) TO OTHER UTILITIES, DESIGN CALCULATIONS, ETC. REFER TO 15A NCAC 02T 0305
0
2. Professional Engineer's Certification (Signature of Design Engineer and Project Name)
John Nourzad, attest that This application for Murphy USA Indian Trail has been reviewed by me and is accurate,
complete and consistent with the information in the engineering plans, calculations, and alt 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 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 143:215AB, 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,
Nourzad
Professional Engineer Narne
2b. Greenbergyarrow
Engineering Firm
2c, 14 0 West Peachtree Street, NW
Ming Address
2d, Atlanta 2e, GA 2f, 30309
City State Zip
2g, 404-601-4000 2h, 404-601-3990 2i,
Telephone
jnourzadeg eenbergfarrow,co
Facsimile
NC PE Seal, Signature & Date
IA -14 APP1. ICA HON
Page 6 016

pOlge
URPHY OIL USA, INC.
MUAPH .200 PEACH STREET
P.O BOX 7000
i .. EL DORADO, AR 71750-70Q0

17 ,.
IJ
Diviston of 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: Union County
Project Name for which flow is being requested: Murphy USA Indian Trail
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: Crooked Creek
b. WWTP Facility Permit #: NC0069841
All flows are in MGD
c. WWTP facility's permitted flow 1.90
d. Estimated obligated flow not yet tributary to the WWTP 0.4378
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
1.20
0.0015
1.6393
86.28
II. Complete this section for each pump station you are responsible for along the route of this
proposed wastewater flow.
List pump stations located between the project connection point and the WWTP:
(A) (B) (C) (D)=(B+C) (E)=(A-D)
'Design Obligated,
Pump Average Daily Approx. Not Yet Total Current
Station Firm Flow** Current Avg. Tributary Flow PIus
(Name or Capacity,* (Firm / pf), Daily Flow, Daily Flow, Obligated Available
Number) MGD MGD MGD MGD Flow Capacity***
N/A
* 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

III. Certification Statement:
I Charles P. [)'Cain certify to the hest of my knowledge that the addition of
the volume of wastewater to he 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 addendurns for which I am the responsible party.
Signature of this form indicates acceptance of this wastewater flow.
Page 2<f 6

pr
FTSE PLANNING ASSESSMENT ADDENDUM (PAA)
Submit a planning assessment addendum for each pump station listed in Section II where Available
Capacity is < 0.
Pump Station (Name or Number):
Given that:
a. The proportion and amount of Obligated, Not Yet Tributary Daily Flow (C) accounts for
% and MGD of the Available Capacity (E) in Pump Station
; and that
b. The rate of activation of this obligated, not yet tributary capacity is currently approximately
MGD per year; and that
c. A funded Capital Project that will provide the required planned capacity, namely
is in design or under construction with
planned completion in ; and/or
d. The following applies:
Therefore:
Given reasonably expected conditions and planning information, there is sufficient justification
to allow this flow to be permitted, without a significant likelihood of over -allocating capacity in
the system infrastructure.
I understand that this does not relieve the collection system owner from complying with G.S.
143-215.67(a) which prohibits the introduction of any waste in excess of the capacity of the
waste disposal system.
Signing Official Signature Date
Page 3 of 6
FTSE 08-13

Gree
be r Ferrol
Cover Letter
June 1, 2015
To Union County Public Works
500 N. Main Street
Monroe, NC 28112
NCDENR
Division of Water Resources
610 E. Center Avenue
Mooresville, NC 28115
704-663-1699
ProjecC
Project #
From
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1430 VVest PeacritsRe St,'ee7'1, NW
Some 200
AiBanta,. GA 3030°
t: 404. 601 4000
f: 404 601 3970
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Murphy — Indian Trail, NC
2©140317.0
Greg Sistrunk
Fast Track Sewer Application
1
Overview
Murphy Oil USA, Inc. is proposing a commercial development located in Indian Trail® NC which will consist of a 1,2t1 square
foot convenience store (1 unisex restroom), 4 gasoline pumps and associated parking, utilities and landscaping. The Murphy
site shall be located on a 1,21 acre parcel and access to the site shall be provided from an adjacent access drive off Novivian
Lane.
Wastewater
Wastewater from the property shall be served by a proposed 8-inch gravity sewer line extension. The proposed sewer main
shall run from the Murphy site toward an existing sanitary line located near the northwest corner of the property owned by
Walmart Real Estate Business Trust, A portion of the existing gravity sewer line is currently private„ but it will be dedicated to
UCPW with this permit,
The wastewater flow calculations are as follows:
Total Plumbing Fixtures = 6
Flow Rate = 250 GPD/Plumbing Fixture
Total Wastewater Flow Rate: 6 x 250 = 1,500 GPD.
01 Mere,aam,urnD?.04t5,,',cra4nbet'gf rov.Pr(r
COY er env' doo.
'201403 03,1C00 Per3mt kkprrSv,'N ExXX4,X xre °,a COW
Plmis3r<r
=etwar ,Artp

UNION COUNTY PUBLIC WORKS
500 N. Main Street, Suite 500
Monroe, NC 28112
704/296-4210
Fax [phone]
To: NC Department of Environment and Natural Resources
Mooresville Regional Office
610 East Center Avenue
Mooresville, N.C. 28115
Attention:
Regarding: Sanitary Sewer to serve Murphy USA Indian Trail
We are sending you: E] Copy of letter Plans 0 Prints 0 Shop Drawings
Z Other
TRANSMITTAL
RECE VEDfNCDr NR!DWR
WO RCS
IMC)ORESVfL E REGIONAL OFFK::E:
Copies f Date
1 1111
6
1
1
6/8/15
No.
Description
Cover Letter
Fast Track Application
6/8/15 Copy of Fast Track Application
6/8/15
5/14/15 i 047924
Flow Tracking Form
489.09 Check (Application Fee
These are transrnitted as checked below::
Date: 6/9/15
For approval I J For your use [ As requested 0 For review and comments
Remarks:
Received by: Date:

" Central Files: APS _ SWP
6/11/2015
Permit Number - - WQ0037853 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,love
Coastal SWRuie
Permitted Flow
1,500
Facility
Version Permit Classification
1.00 Individual
Permit Contact Affiliation
Facility Name
Murphy USA Indian Trail
Location Address
Owner
Major/Minor Region
Minor Mooresville
County
Union
Facility Contact Affiliation
Owner Name Owner Type
Union County Government - County
Owner Affiliation
Cindy Coto
DateslEvents
500 N Main St
Monroe
NC 28112
Orlg Issue
6/11/2015
App Received Draft Initiated
6/10/2015
Scheduled
Issuance Public Notice Issue Effective
6/11/2015 6/11/2015
Regulated Activities Requested /Received Events
Retail
Wastewater collection
Outfall
Expiration
Additional information requested
Additional information received
Waterbody Name Streamindex Number Current Class Subbasin