WQ0045473_Other_20240716

DocuSign Envelope ID:6D8B447A-ACFF-4E85-8294-66EDE15E2169
FAST TRACK SEWER ENGINEERING CERTIFICATION
PERMITTEE: Sheetz, Inc
PERMIT#: WQ0045473
PROJECT: Sheetz at Shipyard Boulevard
ISSUE DATE: June 51h, 2024
COUNTY: New Hanover
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. Consequently, it should be
submitted in a manner that documents the Division's receipt. Send the required documentation to the Wilmington
Regional Supervisor, Water Quality Section at the address at the bottom.
The Permittee is responsible for tracking all partial certifications up until a final certification is received. Certifications
shall include Phase/Section covered, line size & lengths installed, and listing of lots/connections to be served and pump
station design, if applicable. 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.
Brian T. Dinges, % "
Assistant Vice President of Real Estate (y Q 5 �2 q
Printed Name, Title Signature Date
ENGINEERS CERTIFICATION
I, ?,"DAd ,RA4s T' , as a duly registered Professional Engineer in the State of North Carolina, having been
authorized to ( periodically, ❑ weekly, ❑ full time) observe 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 ciiiigence was used
in the observation of the following construction:
approximately 149.9 linear feet of 6-inch gravity sewer to serve a gas station and a carwash as part of the Sheetz at
Shipyard Boulevard project, and the discharge of 4,280 gallons per day of collected commercial wastewater•
such that the construction was observed to be built In compliance of this permit; 15� NCAC 2T; the Division of ester
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.
�H CARO.. ; . _ .............
North Carolina Professional Engineer's Seal w/signature &date p� • •"• ••• <i
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Final ❑ Partial (include description) SEAL
032573
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Certification Comments/Qualifiers (attach if necessary): p.A ... .. ..................
CAL C,
JUL 16 2024
BY:
NC DWR-Water Quality Regional Operations Section 127 Cardinal Drive Extension Wilmington, NC 28405
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DocuSign Envelope ID:6D8B447A-ACFF-4E85-8294-66 EDE 1 5E 2169 l
SEWER ENGINEERING CERTIFICATION CHECKLIST
To be completed by the certifying engineer prior to operation of the permitted sewers, per 15A NCAC 02T.0116.
I
Certifying Engineer: Pabst Design Group, PA I P. Dan Pabst, PE
Certification Review Date: 7/10/2024
Project Name: Sheetz at Shipyard Boulevard
WQ00 45473 Project County: New Hanover County
1) Has permittee information changed since the permit was issued (or last modified): change of mailing address,
change of ownership,transfer from developer to HOA/POA, etc. ❑ Yes Q No
• If yes, please provide either a change of ownership form or new contact information. Note that transfer of
permits from the developer to the HOA/POA must occur with the first certification.
2) Have the as-built drawings have been signed,sealed, and dated by an N.C. PE? ❑X Yes ❑ No
i
3) Final Engineering certification? ❑X Yes ❑ No
!
• If Partial Engineering certification, provide detailed narrative including what is being certified in the current
phase,what was previously certified(if applicable),and what is left to be certified. I
4) Adequate information related to sewer lines: ❑X Yes ❑ No ❑ N/A
• Three feet minimum cover has been provided for all sewers unless ferrous pipe was installed.
• Minimum diameters for gravity sewers are 8-inches for public lines and 6-inches for private lines. l
• Manholes have been installed: At the end of each line, at all changes in grade,size, or alignment, at all
intersections,and at distances not greater than 425 feet; minimum diameter shall be 4 feet(48-inches).
5) Adequate information related to pump stations: ❑ Yes ❑ No ❑X N/A
• Ensure power reliability option was selected per 15A NCAC 02T.0305(h).
6) Was project construction completed in accordance with all of the following: ❑X Yes ❑ No ❑ N/A
• 15A NCAC 02T, Minimum Design Criteria (MDC)for the permitting of Gravity Sewers(latest version),and MDC
for the Permitting of Pump Stations and Force Mains (latest version)?
If not, a variance approval is required in accordance with 15A NCAC 02T.0105(b), prior to certification and operation.
• Contact the Central Office to discuss the variance to determine a course of action.
• Applicant must submit two copies of the variance request form, plans,specifications, calculations,and any other
pertinent information to the Central Office (one hard copy, one digital copy).
• The central office will review the variance request, and if approvable, specific language regarding the variance
will be incorporated into the permit, either via a special condition or a supplementary letter. A copy of the
reissued permit with variance language or the variance letter must be maintained with the original documents.
7) Does the project contains high priority lines (15A NCAC 02T.0402(2))? ❑ Yes ❑X No
• If yes, ensure that the permit already contains the necessary condition related to high priority lines 15A NCAC
02T.0403 (a)(5). If the permit does not include this language,the Fast Track reviewer will reissue the permit with
the appropriate language.
8) Are Permit modifications are required for any changes resulting in non-compliance with this permit(including pipe
length difference of 10%or greater,change in flow, pump station design capacity design change of 5%or greater,and
change in the number/type of connections)? ❑ Yes ❑X No
• If yes, a permit modification request must be submitted to the appropriate Regional Office, and a modified
permit with revised certification must be issued prior to certification and operation.

NFLANT C CONSTRUCTION & DEVLLOPMENT, INC. E
NC LICTNSI #39128
i
f
P.O. BOX 152.15
WILMINGI'ON. NC 28&t08 4
III IONL' [phone]. FAX [phone]
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1
July 12, 2024
I
RE: Sheetz Shipyard — Sewer Leak Test
This will confirm that a hydraulic leak test was performed on the entire underground sewer service
including the private 6" permitted main. The system was plugged at the downstream CFPUA
cleanout and filled with water and measured.
Results were satisfactory as no measurable amount of water level drop was noted.
D, U/Mt4
Dwight D. Waser

SOUTHERN
ENGINEERING
l _ii _ I� , _. �, J,,.,..
July 12, 2024
Mr.Jeff Wherry
Sheetz, Inc.
1737 Whites Kennel Road
Burlington, North Carolina 27215
Reference: Final Report for Special Inspections and Materials Testing
Sheetz#840- Independence Blvd
Wilmington, North Carolina
SE&T Project No. 24-843
Dear Mr.Wherry:
Southern Engineering has provided Special Inspections and Construction Materials Testing services for the
above referenced project.These services were performed in general accordance with SE&T Proposal No.24-
21334 dated January 9, 2024.
The purpose of this report is to state to Sheetz, Inc., the local building official, and the Engineer of Record
that the work requiring Special Inspections, observation, and testing on the above referenced project has
been completed in conformance with the approved construction plans and the provisions of the applicable
building code. SE&T issued periodic reports during the project. Those reports state that SE&T performed
the required observations and testing for the project. The observations and testing consisted of the
following:
• Foundation bearing material evaluations,
• Concrete reinforcement evaluation for foundations and slabs,
• Concrete placement observations and testing,
• Laboratory compressive strength testing of concrete cylinders,
• Proofroll observations of subgrades(including over utility trenches)and soil density testing on
sanitary sewer line backfill to confirm 95%compaction requirements
• Structural steel observations including welded and bolted connections for the building and canopy
structures,and
• Erosion and Sediment Control observations.
SE&T reported that the work requiring observation and testing was in conformance with the approved plans,
specifications, and applicable workmanship provision of the code. This report confirms the content and
conclusion of the periodic reports issued by SE&T.
We appreciate the opportunity to be of service to you during this project. If you should have any questions,
please feel free to contact us at your convenience.
Respectfully submitted,
SOUTHERN ENGINEERING AND TESTING, P.C. \\\��� ��i CARO'*"/,,,�
SEAL �!
025482 =
Andrew Randazza, P.E. Brian G 1 e ell, P.E. = 7112/24
Project Manager Senior Vice President `I er
2100 Fairfax Road,Ste. 102D I Greensboro,NC 27407
Ph.[phone] 1 Fax:[phone] www.southernengineeringPC.com