WQ0045164_Application (FTSE)_20240325

State of North Carolina
Department of Environmental Quality
DWR Division of Water Resources
�•�� IT 4 TRACK SEWER SYSTEM EXTENSION APPLICATION
Dlvlslon of Water Resources FTA 10-23 & SUPPORTING DOCUMENTATION
r,
Gi:0:ial (; ff I
Application Number: l'/O 01 51(tag be completed by DWR)
All items must be completed or the application will be returned
I. APPLICANT INFORMATION:
I. Applicant's name: Sheetz, Inc (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: Brian Dinges per l5A NCAC 02T .0106(b� r
Title: Vice President
5
4. Applicant's mailing address: 5700 6" Avenue r
ln
City: Altoona State: PA Zip: 16602- �h
5. Applicant's contact information: rr T c?
pp
Phone number: [phone] Email Address: bdowns a,sheetz.com
u�a r'O ti f�
11. PROJECT INFORMATION:
1. Project name: Sanford Sheetz Center Church Rd. fi
2. Application/Project status: ® Proposed (New Permit) ❑ Existing Pert-nit/Project ❑ ARPA funded
If a modification, provide the existing permit number: WQ00 and issued date:. ,
For modifications, also attach a detailed narrative description as described in Item G of the checklist.
If new construction, but part of a master plan, provide the existing permit number: WQ00
3. County where project is located: Lee Countv
4. Approximate Coordinates (Decimal Degrees): Latitude: 35.4365" Longitude;-79.2196'
5. Parcel ID (if applicable): 9631-433-6709-00; 9631-43-6903-00; 9631-43-3781-00 (or Parcel ID to closest downstream
sewer)
III. CONSULTANT INFORMATION:
1. Professional Engineer: Oliver Kaiia License Number: 055420
Firm: Bohler Engineering, NC PLLC
Mailing address: 4130 Parklake Ave, Suite 200
City: Raleigh State: NC Zip: 27612-4462
Phone number: [phone] Email Address: okaija(cDbohlereng com
IV. WASTEWATER TREATMENT FACILITY (WWTF) INFORMATION:
1. Facility Name: Big Buffalo Creek WWTP Permit Number: NCO024147
Owner Name: City of Sanford
V. RECEIVING DOWNSTREAM SEWER INFORMATION:
1. Permit Number(s): WQ
2. Downstream (Receiving) Sewer Information: 8 inch _, : Gravity F.' Force Main
3. System Wide Collection System Permit Number(s) (if applicable): WQCS0047
FORM: FTA 10-23 Page I of 5

State of North Carolina
Department of Environmental Quality
DW. R Division of Water Resources
MAPFA TRACK SEWER SYSTEM EXTENSION APPLICATION
Division of Water Resources FTA 10-23 & SUPPORTING DOCUMENTATION
Owner Name(s). City of Sanford
FORM: FTA 10-23 Page 2 of 5

VI. GENERAL REQUIREMENTS
I. If the Applicant is a Privately -Owned Public Utility, has a Certificate of Public Convenience and Necessity been attached?
El Yes ❑No ®N'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 ® N/A
3. If the Applicant is a HomelProperty Owners' Association, has an HOA.'POA Operational Agreement (FORM: HOA) and
supplementary documentation as required by 15A NCAC 02T.0115(c) been attached?
❑ Yes [—]No ® NIA
4. Origin of wastewater: (check all that apply):
❑ Residential (Individually Owned) ❑ Retail (stores, centers, malls) ❑ Car Wash
❑ Residential (Leased) ® Retail with food preparationisery ice ❑ Hotel and/or Motels
❑ School!" preschool.," day care ❑ Medical l 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 100 % Commercial % Industrial (See 15A NCAC 02T _0103(20))
If Industrial, is there a Pretreatment Program in effect? ❑ Yes❑ No
6. Has a flow reduction been approved under 1 ANNCAC 02TO 1 14(f? El Yes ®No
➢ If yes, provide a copy of flow reduction approval letter with this application
7. Summarize wastewater generated by project:
Establishment Type (see 02T.0114(f))
Daily Design Flow e.b
No. of Units
Flow
Other - Sheetz Gas Station
2,000 gal/day
1
2,000 GPD
gall
GPD
gall
GPD
gall
GPD
gall
GPD
gall
GAD
Total
GPD
a See I5A NCAC 02T .01 14(b), (d), (e, 1) and (e)(2) for caveats to wastewater design flow rates (i.e. proposed unknown
non-residential development uses; public access facilities located near high public use areas; and residential property
located south or east of the Atlantic Intracoastal Waterway to be used as vacation rentals as defined in C.S. 42A-4).
b Per 15A NCAC 02T .0114(c), design flow rates for establishments not identified [in table 15A NCAC 02T.01 14] shall be
determined using available flow data, water using fixtures, occupancy or operation patterns, and other measured data.
8. Wastewater generated by project: 2,000 GPD (per 15A NCAC 02T .01 14 and C, ._143-2I5 )
➢ Do not include future flows or previously pennitted allocations
If permitted flow is zero, please indicate why:
❑ Pump Station?Force Main or Gravity Sewer where flow will be permitted in subsequent permits that connect to this line.
Please provide supplementary information indicating the approximate timeframe for permitting upstream sewers with flow.
❑ Flow has already been allocated in Permit Number: Issuance Date:
❑ Rehabilitation or replacement of existing sewers with no new flow expected
❑ Other (Explain):
FORM: FTA 10-23 Page 3 of 5

VI1. GRAVITY SEWER DESIGN CRITERIA (If Applicable) - 02T .0305 & MDC (Gravity Sewers):
I. Summarize gravity sewer to be permitted:
➢ Section II & 111 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 requirements is not allowed and a violation of the MDC
Vill. PUMP STATION DESIGN CRITERIA (If Applicable) — 02T .0305 & MDC (Pump StationslForce Mains):
PROVIDE A SEPARATE COPY OF THIS PAGE FOR k?ACH PUMP STATION INCLUDED IN THIS PROJECT
I. Pump station number or name: Sanford Sheetz Center Church Rd
2. Approximate Coordinates (Decimal Degrees): Latitude: 35.4365' Longitude:-79.2196°
3. Total number of pumps at the pump station
3. Design flow of the pump station: 0.020 millions gallons per day (firm capacity)
➢ This should reflect the total GPM for the pump station with the largest pump out of service.
4. Operational point(s) per pump(s): 14 gallons per minute (GPM) at 31 feet total dynamic head (TDH)
5. Summarize the force main to be permitted (for this Pump Station):
Size (inches)
Length (feet)
Material
1.25
403
PVC
If any portion of the force main is less than 4-inches in diameter, please identify the method of solids reduction per
MDCPSFM Section 2.0I . Lb. ® Grinder Pump ❑ Mechanical Bar Screen ❑ Other (please specify)
6. Power reliability in accordance with 15A NCAC 02T _0305(h)( I):
® Standby power source or ❑ Standby pump
➢ Must have automatic activation and telemetry - 15A NCAC 02T.0305(h)(1)(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 and may not be portable
Or if the pump station has an average daily flow less than 15,000 gallons per day 15A NCACO2T.0305(h)(1)(C):
❑ Portable power source with manual activation, quick -connection receptacle and telemetry -
or
❑ Portable pumping unit with plugged emergency pump connection and telemetry:
➢ Include documentation that the portable source is owned or contracted by the applicant 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 station storage
capacities and the rotation schedule of the portable power source or pump, including travel timeframes, shall be provided
as part of this permit application in the case of a multiple station power outage.
FORM: FTA 10-23 Page 4 of 5

lX. SETBACKS & SEPARATIONS — (02B.0200 & ISA NCAC 02T.0305(o):
I. Does the project comply with all separations/alternatives found in 15A NCAC 02T .0305(f) & (? ® 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)
18 inches
zWater mains (vertical - water over sewer preferred, including in benched trenches)
18 inches
zWater 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 11 impounded reservoirs used as a source of drinking water, and associated wetlands.
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 associated with these waters (see item IX.2)
50 feet
**Any other stream, lake, impoundment, or ground water lowering and surface drainage
ditches, as well as wetlands associated with these waters or classified as WL.
10 feet
Any building foundation (horizontal)
5 feet
Any basement (horizontal)
10 feet
Top slope of embankment or cuts of 2 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
➢ If noncompliance with 02T 93_ h_or (e.}, see Section X.l of this application
*15A NCAC 02T. 02— M contains alternatives where separations in 02T.0305(f) cannot be achieved. Please check "yes"
above if these alternatives are used and provide narrative information to explain.
"Stream classifications can be identified using the Division's NC Surface Water Classifications webpg e
2. Does this project comply with the minimum separation requirements for water mains? ®Yes ❑ No ❑ N/A
➢ If no, please refer to 15A NCAC 18C.0906(f) for documentation requirements and submit a separate document,
signed/sealed by an NC licensed PE, verifying the criteria outlined in that Rule.
3. Does the project comply with separation requirements for wetlands? ® Yes ❑ No ❑ N/A
➢ Please provide supplementary information identifying the areas of non-conformance.
D See the Division's draft separation requirements for situations where separation cannot be met.
➢ No variance is required if the alternative design criteria specified is utilized in design and construction.
4. Is the project located in a river basin subject to any State buffer rules? ❑ Yes Basin name: ® No
If yes, does the project comply with setbacks found in the river basin rules per 15A NCAC 02B _0200? ❑ Yes ❑ No
➢ This includes Trout Buffered Streams per 15A NCAC 2B4O202
5. Does the project require coverage;`authorization under a 404 Nationwidefindividual permits ❑ Yes ® No
or 401 Water Quality Certifications?
➢ Please provide the permit numberipermitting status in the cover letter if coverage?authorization is required.
6. Does project comply with 15A NCAC 02T 0105LcIL6) (additional permitslcertifications)? ® Yes ❑ No
Per 15A NCAC 02T.0I05(c)(6), directly related environmental permits or certification applications must be 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.).
7. Does this project include any sewer collection lines that are deemed "high -priority?" ❑ Yes ® No
Per 15A NCAC 02T.0402, "high -priority sewer" means any aerial sewer, sewer contacting surface waters,
siphon, or sewers positioned parallel to streambanks that are subject to erosion that undermines or deteriorates the sewer.
Siphons and sewers suspended through interference/conflict boxes require a variance approval.
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 permittee's individual System -Wide Collection permit.
FORM: FTA 10-23 Page 5 of 5

X. CERTIFICATIONS:
1. Does the submitted system comply with 15A NCAC 02T, the Minimum Design Criteria for the Permitting of Pump Stations
and Force Mains tlatest version), and the Gravity Sewer Minimum Design Criteria (latest version) as applicable?
® Yes ❑ No
If no, for projects requiring. a single variance, complete and submit the Variance/Alternative Design Request application
(VADC 10-14) and supporting documents for review to the Central Office. Approval of the request will be issued
concurrently with the a roval of the permit, and Vrojects reguiring a variance approval may be subject to longer
review times. For proiects reguiring two or more variances or where the variance is determined by the Division to be a
significant portion of the project, the full technical review is required.
Professional Engineer's Certification:
, attest that this application for S6.fI t�k1r CkW* RA
(Professional Engineer's name from Application Item Ill.1.) (Project Name from Application Item [I, I)
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,
Minimum Design_Criteria for,Gravity Sewers (latest version), and the Minimum Design Criteria for the Fast -Track Permittin
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 sea] 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 143-215.613, 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. Misrepresentation of the application
information, including failure to disclose any design non-compliance with the applicable Rules and design criteria, may subject
the North Carolina -licensed Professional Engineer to referral to the licensing board. (21 NCAC 56.0701)
:........................................................... ............ ..... ...
North Carolina Professional Engineer's seal, signature, and date: `♦♦.s�- N.CAR94��i,�
10
SEAL
` 055420 —
10 P♦
ftR A.0, % ..... z /29
Applicant's Certification per 15A NCAC 02T .0106(b):
r•
I, _ n C 1 ar\ UI{1 , attest that this application for Ja,-hr Seek , , c r,c c ,
(Signature Authority Name fm4n Application Item 1.3 ; (Project Name from Application Item I1.1)
attest that this application has been reviewed by me and is accurate and complete to the best of my knowledge.
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. I understand that any
discharge of wastewater from this non -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. 1 will make no claim against the Division
of Water Resources should a condition of this permit be violated. 1 also understand that if all required parts of this application
package are not completed and that if all required supporting infonnation and attachments are not included, this application
package will be returned to me as incomplete.
NOTE In accordance with General Statutes 143-215.4A 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.
Signature: ` Date-4) 31 �
FORM: FTA 10-23 Page 6 of 5

BOHLER ENGINEERING NC, PLLC
Professional Engineering Services
VIA: Fed Ex
TO: Raleigh Regional Office RE:
Water Quality Section
3800 Barrett Drive
Raleigh, NC 27609
4130 ParkLake Avenue, Suite 200, Raleigh, NC 27612
Telephone: [phone]
LETTER OF TRANSMITTAL
Sanford Shcctz
Sanford, NC
Lee County
ATTN: Tanvir Pasha DATE: March 22, 2024
JOB NO: NCR211038
WE ARE SENDING YOU ❑ Shop drawings ❑ Copy orletter ®Allached ❑ Prints ❑ Change order
COPIES DESCRIPTION 'r'.ts�13 �i «}lt-g
1 Sanford Sheetz FTA - Signed
till' 7�i, Kd�
1 FTSE
1 8.5xII- Aerial Map
1 8.5x11 - USGS Map NEE
1 Full Size —USGS Map D� tafz,
1 Sewer Narrative
1 Cover Sheet & Transmittal MqR 25Z�2�
R�Ir.IrT
1 Sanford Sheetz CD Approval Email
1 Comment Response Letter
These Are Transmitted: ® For approval El For your use ❑As requested
❑ For review and comment ❑Approved as submitted ❑Approved as noted
❑ Returned for corrections
REMARKS:
Included please find our Fast -Track Server resubmittal for the proposed `Sanford Sheetz Center Church Rd Pump
Station' along Center Church Road in Lee County. Please note that the application fee of $600 and the business
registration with the NC Secretary of State were provided/sent with the original submittal on February 8, 2024. If
you have any questions or require additional information, please do not hesitate to contact this office at (919) 578-
9000.
Thank you,
Oliver Kaija, PE
[e-mail]

DocuSign Envelope ID: AEA7ADCE-96A4-448E-8112-9A240F0258C7
State of North Carolina
Department of Environmental Quality
Division of Water Resources
W.R
MAR W974
Flow Tracking for Sewer Extension Applications
Division of Water Resources Rab,-igh 1-ze9 0x-1a1 U!" ;'w (FTSE 10-23)
Application Number: FT-371 vv
Entity Requesting Allocation: tvlty of �5antord
Project Name for which flow is being requested: Sanford Sheetz_Center Church Rd.
More than one FTSE may be required for a single project if the owner of the WWTP is not responsible for al! 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. -"i��' '�
Zry.t�
8 a. WWTP Facility name: Big Buffalo Wastewater Treatment Plant .r'p'
b. WWTP Facility Permit #: NCO024147
All f lows are in MGD
c.
WWTP facility permitted flow:
12.0000
d.
Estimated obligated flow not yet tributary to the WWTP:
1.7196
e.
WWTP facility's actual average flow:
4.0280
f.
Total flow for this specific request:
0.00200
g.
Total actual and obligated flows to the facility:
5.7496
h.
Percent of permitted flow used:
48%
11. Complete this section for each pump station you are responsible for along the route of this proposed
List pump stations located between the project connection point and the WWTP.
(A)
(B)
(C)
(D) = (g+C)
Pump
Pump
Firm Design
Approx.
Obligated,
Total Current
Station
Station
Capacity Average
Current
Not Yet
Flow Plus
(Name or
Permit
Daily Flow2
Avg. Daily
Tributary
Obligated
Number)
Number
(Firm/nn.
Flow,
Daily Flow,
Flow
MGD MGD
MGD
MGD
MGD
#N/A #NIA
#N/A
#NIA
#NIA
#NIA
#NIA #NIA
#NIA
#NIA
#NIA
#N/A
#NIA #NIA
#NIA
#NIA
#NIA
#N/A
#NIA #N/A
#N/A
#N/A
#NIA
#N/A
1. The Firm Capacity (design flow) of any pump station is defined as the maximum pumped flow that
can be achieved with the largest pump taken out of service.
2. Design Average Flow is the firm capacity of the pump station divided by the peaking factor (pf) not
less than 2.5, per Section 2.02(A)(4)(c) of the Minimum Design Criteria.
3. 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 5 0.
Downstream Facility Name (Sewer): City of Sanford Collection System
Downstream Permit Number: WQCS00047
Ill. Certification Statement
(E)=(A-D)
Available
Capacity`
MGD
#N/A
#N/A
#N/A
#N/A
1, Paul Weeks, Jr. PE, certify to the best of my knowledge that the addition of the volume of
Page 1 of 6 FTSE 10-23

DocuSign Envelope ID: AEA7ADCE-96A4-448E-8112-9A240F0258C7
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 certifies that the receiving collection system or treatment works
has adequate capacity to transport and treat the proposed new wastewater.
IP DocuSigned
by:
atU At.. U1uks Y, P.f. .
BBG39E666784469,
Signing Official Signature
Utilities & Engineering Director
Title of Signing Official
02/06/24
Date
Page 2 of 6 FTSE 10-23

F� R
- File an Annual Report/Amend an Annual Report - Upload a PDF Filing • Order a Document Online - Add Entity to My Email Notification List
View Filings • Print a Pre -Populated Annual Report form - Print an Amended a Annual Report form
Business Corporation
Legal Name
Sheetz Inc.
Information
Sosld: 0597312
Status: Current -Active O
Date Formed: 7/12/2001
Citizenship: Foreign
State of Incorporation: PA
Fiscal Month: September
Annual Report Due Date: January 15th
CurrentAnnual. Report Status:
Registered Agent: Corporation Service Company
Addresses

Reg Office
2626 Glenwood Ave Ste 550
Raleigh, NC 27608
Officers
Assistant Secretary
Steven P Augustine
5700 Sixth Ave
Altoona PA 16602
Assistant Secretary
Michael A Lacesa
5700 Sixth Ave
Altoona PA 16602
Reg Mailing
2626 Glenwood Ave Ste 550
Raleigh, NC 27608
Vice President
Charlie Campbell
5700 Sixth Ave
Altoona PA 16602
Vice President
Thomas P Luciano
5700 Sixth Ave
Altoona PA 16602
Chairman of the Board
Stanton R Sheetz
5700 Sixth Ave
Altoona PA 16602
Vice President
David Woodly
5700 Sixth Ave
Altoona PA 16602
Stock
Mailing
5700 Sixth Avennue
Altoona, PA 16602-1111
Assistant Secretary
Anna Caporuscio
5700 Sixth Ave
Altoona PA 16602
President
Travis T Sheetz
5700 Sixth Ave
Altoona PA 16602
Vice President
Darrin Pohar
5700 Sixth Ave
Altoona PA 16602
Assistant Vice President
Gary Zimmerman
5700 Sixth Ave
Altoona PA 16602
Principal Office
5700 Sixth Avennue
Altoona, PA 16602-1111
Vice President
Dan Coffin
5700 Sixth Ave
Altoona PA 16602
Vice President
Adam Sheetz
5700 Sixth Ave
Altoona PA 16602
Vice President
Emily Sheetz-Mandel
5700 Sixth Ave
Altoona PA 16602
Vice President
Stephanie Doliveira
5700 Sixth Ave
Altoona PA 16602
Assistant Secretarl
Robert Jochen
5700 Sixth Ave
Altoona PA 16602
Chief Executive Officer
Joseph S Sheetz
5700 Sixth Ave
Altoona PA 16602
Assistant Secretary
Vice President
Kyle Smith
Trevor Walter
5700 Sixth Ave
5700 Sixth Ave
Altoona PA 16602
Altoona PA 16602
Vice President
Ryan Sheetz
5700 Sixth Ave
Altoona PA 16602

BOHLER//
BOHLER ENGINEERING NC, PLLC
NCB&S P-i - u
4130 PARKLAKE AVENUE, SUITE 200
RALEIGH, NC 27612
Phone- [phone]
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R 'Si4 NFQD, frSHEETZ
MAR 2 5 2024 MAR-sz�' 2024
ciJ<C'tfrL�
NC[N_BohlerEng.com 2304 JEFFERSON DAVIS HWY,
27332
250 125 62.5 0
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From: Sam Tracy <[e-mail]>
Sent: Monday, March 4, 2024 2:28 PM
To: Oliver Kaija; SFD23880 - Sanford Construction Drawing iiio r4 `��r`L
, 2
Cc: Jessica Escobedo; ncr2l [e-mail]; 'Doug BenoitttfAary Depina
Subject: Sanford Sheetz Construction Drawing Approval
EXTERNAL: Use caution with attachments and links.
Good afternoon, Oliver —
Our office has reviewed the Construction Drawings dated 02/28/2024 for the above referenced project. We have found
the proposed project to be acceptable according to the City of Sanford's General Specifications and Design Criteria; and
hereby issue this email as our approval of the Construction Drawings.
In order to proceed you will need to provide hard copies of the drawings for the City to stamp. After the City has
stamped the provided hard copies as being approved for construction, you may coordinate next steps with Mary Depina.
Best,
Sam p�
Samuel E. Tracy, PE
Water/Wastewater Utilities Engineer I Freese and Nichols, Inc. l;,+ya
Office 919-999-2163 1 Cell 781-223-45541 Sam.Tracvgfreese.com �� IC?Z
INKMOLS �wi",Ir?
This electronic mail message is intended exclusively for the individual or entity to which it is addressed. This message,
together with any attachment, may contain the sender's organization's confidential and privileged information. The
recipient is hereby notified to treat the information as confidential and privileged and to not disclose or use the
information except as authorized by sender's organization. Any unauthorized review, printing, retention, copying,
disclosure, distribution, retransmission, dissemination or other use of, or taking of any action in reliance upon, this
information by persons or entities other than the intended recipient is prohibited. If you received this message in error,
please immediately contact the sender by reply email and delete all copies of the material from any computer. Thank
you for your cooperation.

BOHLERI
Raleigh Regional Office
Water Quality Section
3800 Barrett Drive
Raleigh, NC 27609
Dear Mr. Pasha:
_e
Bohler Engineering NC, PLLC
4130 Parklake Avenue, Suite 200
Raleigh, NC 27612
919-578-9000
March 22, 2024
Via: Electronic Mail/Fedex
Re: Comment Response Letter
Arista Dev — Sanford Sheetz
2306 Jefferson Davis HWY
Sanford, NC 27332
d
,x
ff�
Lee County red 0,
BE #NCR211038
Bohler Engineering is pleased to submit on behalf of Arista Development, LLC, the revised plan set for the Arista
Development — Sanford Sheetz. The following is our comment response letter addressing comments received from
NCDEQ dated March 8, 2024. Each comment is addressed and responded to as follows:
NCDEQ — Tanvir Pasha
Comment 1: Is this an ARPA funded project? If so, please include the DWI assigned ARPA project number in
your response.
Response 1: This project is not ARPA funded.
Comment 2: Submit an updated FTA with following being addressed: [FTA 10-23 is now available]
Response 2: Information has been moved to current FTA form.
Comment 2a: Please correct the approximate coordinates provided in Section 11.4 of the application. According to
the LatlLon provided, 35.40121-79.2317, the project area is located in 7001 Lark Ln, Sanford, NC
27332, United States. In addition, update section VI11.2.
Response 2a: Long/Lat values have been updated to match subject site.
Comment 2b: Section IVA should include exact facility name mentioned in NC0024147 as'Big Buffalo WWTP'.
Response 2b: Facility name has boon updated.
Comment 3a: Submit an updated FTSE with following being addressed: Project name should match Section 11.1
of the FTA.
Response 3a: Project name on both have been updated (and match) to say "Sanford Sheetz Center Church
Rd."
Comment 3b: Section I.g, the total actual and obligatory flows to the facility is not correct.
Response 3b: Flows have been updated
Comment 4: According to Section F of the Application Instructions, an 8.5-inch x 11-inch color copy of a USGS
Topographic Map and an aerial map should be included with the application. The maps need to
clearly identify the project area, including the closest surface waters, general location of the gravity
sewer, pumpstations, and force mains, and the downstream connection points for the receiving
sewer. Please provide the required maps according to the application requirements.
Response 4: Both a full size and an 8.5" x 11" color copy of the USGS topo map and aerial have been
included in this submittal.
Comment 5: Please submit a detailed narrative on the removal of the existing facility, including additional permit
details if available, and the proposed facility with design criteria for the pump station and force
main. Kindly follow 15A NCAC 02T .0305 and Minimum Design Criteria for Pump Stations and
Force Mains.
Response 5: Narrative Is Included with this new submittal.
www BohlerEng neering.com

BOHLERI
Comment Response Letter
March 22, 2024
Page 2 of 2
Comment 6: 15A NCAC 02T .0107 Staff Review and Permit Preparation states:
• "(2) (e) If an application is accepted and later found to be incomplete, the applicant shall be
advised how the application or accompanying supporting information may be modified to make
it complete. The staff shall advise the applicant:
(2) if all required information is not submitted within 30 days, the project will be returned
as incomplete. Any resubmittal of a returned application shall be accompanied with a new
application fee!
Response 6: Understood.
Comment 7: Please provide detailed wastewater design flow rates as per 15A NCAC 02T.0114(c). In Section
VI.7, please mention the establishment type, DDF gallons1100 sqf, and unit sqf facility size.
Response 7: Included in this submittal is historical data for various Sheetz stones covering the last 12
months of water bills from stores sized between 5,500sf and 6,500 sf. These stores are
standalone where the truck diesel, irrigation, car wash, etc is metered separately. The
average is 1,865 gpd. Per email coordination on 3113123, NCDEQ approved the historical
data for a now rate of 2000 GPM.
Comment 8: *Please note that the fee for fast track sewer extension permits has increased to $600 as of
October 3, 2023 [as stipulated in the 2023 House Appropriations Act, House Bill 259, Water Quality
and Stormwater Fees, Section 12.14(a)]
Response 8: Application fee of $600 was sent in with the first submittal.
Should you have any questions regarding this project or require additional information, please do not hesitate to
contact me at 919-578-9000.
Sincerely,
Bohler Engineering NC, PLLC
Oliver Kaija, PE
Project Manager
www.BohlerEngineering.com

r
.i
r
r MAR C
f
SANFORD SHEEiZ
r4TION & FORCEMAIN
C DESIGN PLANS &REPORT
Bohler Project #: NCR211038
10 Submission: May 4, 2023
Updated: July 13, 2023
Updated: December 1, 2023
Updated: January 8, 2024
10 Oliver Kaija, PE
H L //
BOHLER ENGINEERING NC, PLLC
4130 Parklake Avenue, Suite 200, Raleigh, NC 27612
NCBEIS # P-1132 I P: 919-578-9000 1 F: 919-703 2665
www.bohlerengineering.com

FABLE OF CONTENTS
r 1. GENERAL PROJECT DESCRIPTION........................................................... ..........I
..................
APPENDIX A FLOW AND PEAKING FACTOR CALCULATIONS
APPENDIX B FRICTION LOSS CALCULATIONS FOR NEW PIPE
APPENDIX C TOTAL DYNAMIC HEAD CALCULATIONS FOR NEW PIPE
APPENDIX D FRICTION LOSS CALCULATIONS FOR OLD PIPE
APPENDIX E TOTAL DYNAMIC HEAD CALCULATIONS FOR OLD PIPE
I
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E
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BOHLERI
BOHLER ENGINEERING NC, PLLC
*.

NC- Der" of%«virmmme?:i?�
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MAR 2 2 20A
1. GENERAL PROJECT
DESCRIPTION
The following lift station calculations report is for a proposed lift station at 2304 Jefferson Davis
Hwy in Sanford, North Carolina. There is an existing wet well and 2" forcemain that runs along
and then crosses Center Church Rd, eventually connecting to an existing gravity system at the
northern side of the intersection of Center Church Rd and Jefferson Davis Highway. The existing
wet well is being removed and a new pump station is being proposed with a 4' diameter t13.5'
deep wet well with an EOne grinder pump. The existing 2" forcemain will be replaced with a ±403'
long 1.25" forcemain that follows a similar profile of the existing force main. This pump station is
designed for 2,000 GPD average flow. A 2.50 peaking factor has been applied, resulting in an
estimated 4.0 GPM peak influent rate. With a total dynamic head of 31-ft, the system will operate
at t14GPM. The lift station will have a connection to a Generac 20kW natural gas generator, or
approved equal. Once the project is complete, Sheetz will own and maintain the pump station &
force main.
The existing average daily flow entering the wet well were determined to be t3,881 gallons per
day (GPD). This was determined using the daily flows for design provided by 15A NCAC 0.2T
.0114 Wastewater Desgin Flow Rates from NCDEQ based on the existing and historical uses
within the retail shopping center. The shopping center and its flows are being demolished and
replaced by the proposed Sheetz Gas Station. The proposed average daily flow entering the
system, based on historical data provided by Sheetz, is anticipated to be t2,000 GPD. Therefore,
because the proposed average daily flow entering the system is less than the existing flow, there
will be no downstream impact on the existing gravity sewer the force main is connecting to. See
Appendix A for calculations.
Per email coordiantion with Mary DePina from City of Sanford on 7/11/2023 titled Sheets Center
Chuuch Rd. the subject property does not need to provide sewer access to the adjacent property
for future connection. Therefore, the proposed pump station was only sized to handle the flow
from the proposed Sheetz facility.
Appendices C and E shows a comparison of total dynamic head calculations between a new pipe
(C factor of 150) and an end of life pipe (C factor of 120). With the new C factor, the pump will
operate at t13GPM with a total dynamic head of 36-ft, which is still suitable for the pump.
BOHLERI
BOHLER ENGINEERING NC, PLLC
PAGE 11

All features and structures are designed to meet or exceed City of Sanford and Lee County design
standards and the NCDEQ minimum design criteria for Pump Stations and Force Mains updated
I March 2008.
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BOHLERI
BOHLER ENGINEERING NC, PLLC
PAGE 12
w

BOHLER ENGINEERING NC, PLLC
Professional Engineering Services
VIA: Fed Ex
TO: Raleigh Regional Office
Water Quality Section
3800 Barrett Drive
Raleigh, NC 27609
ATTN: Tanvir Pasha
RE:
4130 ParkLake Avenue, Suite 200, Raleigh, NC 27612
Telephone: [phone]
LETTER OF TRANSMITTAL
Sanford Sheetz
Sanford, NC
Lee County
DATE: February 8, 2024
JOB NO: NCR211038
WE ARE SENDING YOU ❑ Shop drawings ❑ Copy of letter MAttached ❑ Prints ❑ Change order
COPIES
1 Sanford Sheetz FTA - Signed
1 FTSE
1 NC Business Registration Sheetz Inc
1 Aerial Map
1 USGS Map
1 Existing Sewer Network Map
1 Cover Sheet & Transmittal
1 Application Fee
These Are Transmitted: ® For approval ❑For your use
❑ For review and comment ❑Approved as submitted
❑ Returned for corrections
❑As requested
❑Approved as noted
REMARKS:
Included please find our Fast -Track Sewer submittal for the proposed `Sanford Sheetz Pump Station' along Center
Church Road in Lee County. There is an existing private pump station that currently services the shopping center
located on the site. The existing pump station & force main is being replaced to be able to service the new Sheetz
store. The new pump station includes a 4' diameter, 13.5' deep wet well with an EOne grinder pump, and f403
linear feet of 1.25" SCH 40 PVC forcemain. The proposed flows entering the system will replace, and is less than,
the existing flows from the shopping center. If you have any questions or require additional information, please do
not hesitate to contact this office at [phone].
Thank you,
Oliver Kaija, PE
[e-mail]

RE: [External] Sanford Sheetz - FTA - 2304 Jefferson Davis Hwy, Sanford, NC 27332
Jessica Escobedo <[e-mail]>
Wed 4/3/2024 12:50 PM
To:Pasha, Tanvir<[e-mail]>;Oliver Kaija <[e-mail]>
Cc:[e-mail] <[e-mail]>;Doug Benoit ([e-mail])
<doug @aristadevl Ic.com>
CAUTION: External email. Do not click links or open attachments unless verified. Report suspicious emails with the Report
Message button located on your Outlook menu bar on the Home tab.
Hi Tanvir, hope you've been well.
Just reaching out to see what your timeline is for reviewing the fast track. We resubmitted the package to you
3/22.
Thanks,
Jessica Escobedo
Sr. Design Engineer
o 919-578-9000 /jescobefdo(@bohlereng.com
HLER/
From: Pasha, Tanvir <tanvir.pasha @deq.nc.gov>
Sent: Wednesday, March 13, 2024 2:23 PM
To: Oliver Kaija <[e-mail]>
Cc: [e-mail]; [e-mail]; Doug Benoit ([e-mail])
<[e-mail]>; Jessica Escobedo <[e-mail]>
Subject: Re: [External] Sanford Sheetz - FTA - 2304 Jefferson Davis Hwy, Sanford, NC 27332
EXTERNAL: Use caution with attachments and links.
Hi Oliver,
Thanks for sharing this in details. It does satisfy the design flow rate. Please attach the approval certification by
City of Sanford.
Thanks
TP
A B M "Tanvir" Pasha (he/him)
Environmental Engineer
Division of Water Resources — Raleigh Regional Office
North Carolina Department of Environmental Quality
3800 Barrett Drive, Raleigh, NC 27609
Office: 919-791-4250; Cell: 984-202-3390

[e-mail]
Gepuoxten or Fovii"wMY 0"krp
From: Oliver Kaija <[e-mail]>
Sent: Wednesday, March 13, 2024 11:51 AM
To: Pasha, Tanvir <[e-mail]>
Cc: [e-mail] <[e-mail]>; [e-mail]
<[e-mail]>; Doug Benoit ([e-mail]) <[e-mail]>; Jessica Escobedo
<[e-mail]>
Subject: RE: [External] Sanford Sheetz - FTA - 2304 Jefferson Davis Hwy, Sanford, NC 27332
CAUTION: External email. Do not click links or open attachments unless verified. Report suspicious emails with the Report
Message button located on your Outlook menu bar on the Home tab.
Hello Tanvir,
Thank you for the comments. They all seem relatively straightforward as we discussed.
For the design flow rates, our team used historical data of other Sheetz facilities between 5,500sf and 6,500sf with
the same use/operations to determine the flows of the pump station (the proposed building size of this project is
6,139SF). Attached is an Excel file that lists the last 12 months of water bills from Sheetz stores within the 5.5k —
6.5k building size. The stores included in this file are standalone, where the truck diesel, irrigation, car wash, etc
are metered separately. The average is 1,865 GPD, so we would like to propose 2000 GPD, which was reviewed,
coordinated and approved by City of Sanford.
Would this data satisfy your last comment regarding the design flow rates if we were to leave the FTA as showing
2,000 GPD?
Thank you,
Oliver Kaija, P.E.
Project Manager, Land Development
o 919-578-9000 / c 919-611bo 4-4670 / [e-mail]
HLER/
From: Pasha, Tanvir <[e-mail]>
Sent: Friday, March 8, 2024 12:49 PM
To: Jessica Escobedo <[e-mail]>; [e-mail]
Cc: Oliver Kaija <[e-mail]>; [e-mail]
Subject: Re: [External] Sanford Sheetz - FTA - 2304 Jefferson Davis Hwy, Sanford, NC 27332
EXTERNAL: Use caution with attachments and links.

In addition,
Please provide detailed wastewater design flow rates as per 15A NCAC 02T.0114(c). In Section VI.7, please
mention the establishment type, DDF gallons/100 sqf, and unit sqf facility size.
Thanks
A B M "Tanvir" Pasha (he/him)
Environmental Engineer
Division of Water Resources — Raleigh Regional Office
North Carolina Department of Environmental Quality
3800 Barrett Drive, Raleigh, NC 27609
Office: 919-791-4250; Cell: 984-202-3390
[e-mail]
Q_ E Q:
Oephroiwn of Fmi�orrrnur Ow ��
From: Pasha, Tanvir <[e-mail]>
Sent: Friday, March 8, 2024 12:31 PM
To: Jessica Escobedo <[e-mail]>; [e-mail] <[e-mail]>
Cc: Oliver Kaija <[e-mail]>; ncr2110386Dnf.bohlereng.com <[e-mail]>
Subject: Re: [External] Sanford Sheetz - FTA - 2304 Jefferson Davis Hwy, Sanford, NC 27332
Hello Brian and Oliver,
After reviewing the Fast Track Sewer System Extension Application for Sanford Sheetz, additional information
is required in order to further process the application. Please provide the following information by Apri107,
2024, and note that the requested information must be submitted within 30 days of this request, or the applicant
will be required to submit a new application and application fee in accordance with 15A NCAC 02T .0107.
1. Is this an ARPA funded project? If so,_ -lease include the DWI assigned ARPA project number in your
response.
2. Submit an updated FTA with following being addressed: [FTA 10-23 is now available]

a. Please correct the approximate coordinates provided in Section 11.4 of the application. According to
the Lat/Lon provided, 35.4012/-79.2317, the project area is located in 7001 Lark Ln, Sanford, NC
27332, United States. In addition, update section V111.2.
b. Section IV.1 should include exact facility name mentioned in NC0024147 as 'Big Buffalo WWTP'.
3. Submit an updated FTSE with following being addressed:
a. Project name should match Section 11.1 of the FTA.
b. Section Lg, the total actual and obligatory flows to the facility is not correct.
4. According to Section F of the Application Instructions, an 8.5-inch x 11-inch color copy of a USGS
Topographic Map and an aerial map should be included with the application. The maps need to clearly
identify the project area, including the closest surface waters, general location of the gravity sewer,
pumpstations, and force mains, and the downstream connection points for the receiving sewer. Please
provide the required maps according to the application requirements.
5. Please submit a detailed narrative on the removal of the existing facility, including additional permit details
if available, and the proposed facility with design criteria for the pump station and force main. Kindly follow
15ANCAC 02T .0305 and Minimum Design Criteria for Pump Stations and Force Mains.
15A NCAC 02T .0107 Staff Review and Permit Preparation states:
• "(2) (e) If an application is accepted and later found to be incomplete, the applicant shall be advised how the
application or accompanying supporting information may be modified to make it complete. The staff shall
advise the applicant:
(2) if all required information is not submitted within 30 days, the project will be returned as
incomplete. Any resubmittal of a returned application shall be accompanied with a new application
fee."
Please contact me with any questions that you may have regarding this request.
*Please note that the fee for fast track sewer extension permits has increased to $600 as of October 3, 2023
[as stipulated in the 2023 House Appropriations Act, House Bill 259, Water Quality and Stormwater Fees,
Section ]2.14(a)J.
Sincerely,
A B M "Tanvir" Pasha, MS (helhim)
Environmental Engineer

Division of Water Resources — Raleigh Regional Office
North Carolina Department of Environmental Quality
3800 Barrett Drive, Raleigh, NC 27609
Office: 919-791-4250; Cell: 984-202-3390
[e-mail]
D_ E_
Ceoityi tntEmironYAertlalquartz
From: Jessica Escobedo <jescob ?[e-mail]>
Sent: Friday, March 8, 2024 9:59 AM
To: Pasha, Tanvir <[e-mail]>
Cc: Oliver Kaija <[e-mail]>; [e-mail] <[e-mail]>
Subject: [External] Sanford Sheetz - FTA - 2304 Jefferson Davis Hwy, Sanford, NC 27332
CAUTION: External email. Do not click links or open attachments unless verified. Report suspicious emails with the Report
Message button located on your Outlook menu bar on the Home tab.
Hi Tanvir— Hope you've had a great week.
We sent in our NCDEQ fast -track application to your office on February 8 for the Sanford Sheetz site located at
2304 Jefferson Davis Hwy, Sanford, NC 27332. Do you know when we can anticipate receiving comments from
you?
Thank you,
Jessica Escobedo
Sr. Design Engineer
Bohler Engineering NC, PLLC
4130 Parklake Ave, Suite 200
Raleigh, NC 27612
o 919-578-9000 /[e-mail]
www.BohlerEngineering.com
BHLEf#
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