WQ0044652_Application (FTSE)_20231012

State of North Carolina
DWR
Department of Environmental Quality
Division of Water Resources
FAST TRACK SEWER SYSTEM EXTENSION APPLICATION
Division of Water Resources FTA 06-21 & SUPPORTING DOCUMENTATION
Dept of EnvirOnmental QuaIi
Application Number: t� ?/{io be o)aipleted by 0%Ri ti
All items must be com feted or the apolication will be returned
a U G 2 2023
1. APPLICANT INFORMATION:
1. Applicant's name: Jakadacoho LLC (company, municipality. HOA, utility, etc.) Raleigh Regional Office
2. Applicant type: ® Individual ❑ Corporation ❑ General Partnership ❑ Privately -Owned Public I;tility
❑ Federal ❑ State -County ❑ Municipal ❑ Other
3. Signature authority's name: Jeffrey A. Rolan per 15A NCAC 02TQ I0 b
Title: Owner
4. Applicant's mailing address: 1001 Procure Street, Suite 101
City: Fuquay-Varina State: NC Zip: 27526-
5. Applicant's contact information: .�
Phone number: [phone] Email Address: ieffa,crossmarkdevelopment.com
I1. PROJECT INFORMATION:
I. Project name: Infinite Retail
2. Application/Project status: ® Proposed (New Permit) ❑ Existing Permit/Project it
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 _ N
3. County where project is located: Wake l�
4. Approximate Coordinates (Decimal Degrees): Latitude: 35.579441 ' Longitude:-78.812482
5. Parcel ID (if applicable): 0656-55-73$9 (or Parcel ID to closest downstream sewer)
III. CONSULTANT INFORMATION:
1. Professional Engineer: Donald L. Curry, PE License Number: 026970 �� s
Firm: The Cuny Engineering Group, PLLC Z
b �}
Mailing address: 205 S. Fuquay Ave. L �
City; Fu uay-Varina State: NC Zip: 27526-
Phone number: [phone] Email Address. [e-mail]
�a
IV. WASTEWATER TREATMENT FACILITY (WWTF) INFORMATION:
1. Facility Name: North Harnett Regional WWTF Permit Number: NC0021636 N
Owner Name: Harnett County o
V. RECEIVING DOWNSTREAM SEWER INFORMATION:
1. Permit Number(s): WQQ030170
2. Downstream (Receiving) Sewer Information: 10 inch ®Gravity El Force Main
4) 3. System Wide Collection System Permit Number(s) (if applicable): WQCS00193
Owner Name(s): Town of Fu ua -Varina
FORM: FTA 06-21 Paae I of5

CurrYENGINEERING
TRANSMITTAL FORM
TO: NC Dept. of Environmental Quality
Div. of water Resources NC Dept of Environmental Quality
Raleigh Regional Office
Water Quality Section
3800 Barrett Drive
Raleigh, NC 27609 AUG 2 Z08
919-719-4200
SUBJECT: Infinite Retail
CURRY PROJECT NO: 2022-020
We are sending you the following items
Raleigh Regional W. August 1, 2023
SENT BY: Ed Loelf ter
COPIES ITEM DESCRIPTION
2 Application Fast Track Sewer Application - Infinite Retail
2 Forms FTSE 10-18 [Town of Fuquay-Vannal
1 Check $480.00 Fee, Sewer Application
These are transmitted as checked below:
For Information - Approved as Noted - Revise and Resubmit
As Requested - Not Approved - Revise and Resubmit
For Review and Comments For Record and File
For Revision Submittal
x For Approval - For Recording
- Approved - For Signature, then return to:
REMARKS:
Attached please find the signed Fast Track Sanitary Sewer Applications for the Infinite Retail property at
408 S. Judd Parkway, Fuquay-Varina, NG. Please contact me with any questions. Thank you.
T 1919J552 0849 205 S Fuquay Avenue
F (9191 552- 2043 Fuquay-Varina, NC 27526
FA
EST � U,
10
\y CARGO

CUXr
ENGINEERING
July 26, 2023
NC Department of Environment Quality
Division of Water Resources
Raleigh Reg oval Office
Water Quality Section
3800 Barrett Drive
Raleigh, NC 27609
19191791-4200
NC Dept of Environmental Quality
AUG 2 2023
Raleigh Regional Office
RE: Infinite Retail
Sewer Fast Track Sanitary Sewer Applicat.on Cover Letter
Dear Sir,
Enclosed please find dor.umentatmn, design data, appocatlon fee and other resources necessary to
review the Fast Track Applicat.on for the prvate sanitary sewer service of the Infinite Retail site in
Fuquay-Varina, Wake County NC The protect consists of construction of gravity sewer lines
connecting to an existing 6" private service sewer t•ne at the east side of the property. These sewer
lines feed to the North Harnett Regional Wastewater Treatment Plant. The Infinite Retail project Is
located at 408 S. Judd Parkway SW, Fuquay Varina, NC address. The property involved is located
within the Town of Fuquay-Var na, NC planning jurisdict on.
The new sanitary sewer system tines consist of a total of 102 feet of 6" PVC gravity service. The
amount of add'tional wastewater generated by the project is 2044 GPD.
At the completion of construction, the system will be certified by a licensed professional engineer in
accordance with NCDEQ and State and tocat regulations.
S'ncerety,
AAL'war`` 7.
Ed Loeffler, Project Manager
T (9191552-0849 205 S Fuquay Avenue
F 19191 552-2043 Fuquay-Varina, NC 27526
4JSRY MG�ti\
F�
Es r. u+
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1<9 CA RO\' /

State of North Carolina
DWR
Department of Environmental Quality
Division of Water Resources
FAST TRACK SEWER SYSTEM EXTENSION APPLICATION
Division of Water Resources INSTRUCTIONS FOR FORM: FTA 06-21 & SUPPORTING DOCUMENTATION
This application is for sewer extensions involving gravity sewers, pump stations and force mains, or any combination that has been
certified by a professional engineer and the applicant that the project meets the requirements of 15A NCAC 02T and the Division's
Minimum Design Criteria (Gravity Sewer & hump Stations/Ford: Mains) and that plans, specifications and supporting documents
have been prepared in accordance with 15A NCAC 02T, 15A -NCAC 02T .0300, Division policies, and good engineering practices.
While no upfront engineering design documents are required for submittal, in accordance with 15A NCAC 02T .0305(b), design
documents must be prepared prior to submittal of a fast track permit application to the Division. This would include plans, design
calculations, and project specifications referenced in 15A NCAC 0"T .0305 and the applicable minimum design criteria. These
documents shall be immediately available upon request by the Division.
Projects that are deemed permitted (do not require a permit from the Division) are explained in 15A NCAC 02T.0303.
Projects not eligible for review via the fast track process (must be submitted for full technical review):
➢ Projects that do not meet any part of the minimum design criteria (MDC) documents;
➢ Projects that involve more than one variance from the requirements of 15A NCAC 02T;
:- Pressure sewer systems utilizing simplex septic tank -effluent pumps (STEPs) or simplex grinder pumps;
➢ Simplex STEP or simplex grinder pumps connecting to pressurized systems (e.g. force mains);
➢ Vacuum sewer systems.
General — When submitting an application, please use the following instructions as a checklist in order to ensure all required items are
submitted. Adherence to these instructions and checking the provided boxes will help produce a quicker review time and reduce the
amount of requested additional information. Failure to submit all required items will necessitate additional processing and review
time, and may result in return of the application. Unless otherwise noted, the Applicant shall submit one original and one copy of
the application and supporting documentation.
A. One Original and One Copy (second copy may be digital) of Application and Supporting Documents
® Required unless otherwise noted. Signatures on original must be "wet ink" or secure digital signatures.
Please do not submit engineering design plans with the application unless specifically requested.
B. Cover Letter/Narrative Description (Required for All Application Packages):
® List all items included in the application package, as well as a brief description of the requested permitting action.
➢ Be specific as to the system type, iiumbei of huwes served, flow allocation required, etc.
➢ Include the permit number/status of any other required sewer permits (downstream/upstream)
➢ If necessary for clarity, include attachments to the application form.
C. Application Fee (All New and Modification Application Packages):
® Submit a check or money order in the amount of $480.00, dated no more than 90 days prior to application submittal.
➢ Payable to North Carolina Department of Environmental Quality (NCDEQ)
D. Fast Track Application (Required for All Application Packages, Form FTA 05-21):
® Submit the completed and appropriately executed application.
➢ If necessary for clarity or due to space restrictions, attachments to the application may be made.
❑ If the Applicant Type in Item 1.2 is a corporation or company, provide documentation it is registered for business with the
North Carolina Secretan of State.
❑ If the Applicant Type in Item 1.2 is a partnership or d/b/a, enclose a copy of the certificate filed with the Register of Deeds in
the county of business.
® The Project Name in Item II.1 shall be consistent with the project name on the flow acceptance letters, agreements, etc.
® The Professional Engineer's Certification on Page 5 of the application shall be signed, sealed and dated by a North Carolina
licensed Professional Engineer.
® The Applicant's Certification on Page 5 of the application shall be signed in accordance with 15A NCAC 02T .0106(b). Per
15A NCAC 02T .0106(c), an alternate person may be designated as the signing official if a delegation letter is provided from
a person who meets the criteria in 15A NCAC 02T .0106(b).
INSTRUCTIONS FOR FORM: FTA 06-21 & SUPPORTING DOCUMENTATION Page 1 of 3

E. Flow Tracking/Acceptance Form (Form: FTSE 04-16) (If Applicable):
® Submit the completed and executed FTSE form from the owners of the downstream sewers and treatment facility.
➢ Multiple forms maybe required where the downstream sewer owner and wastewater treatment facility are different.
➢ The flow acceptance indicated in form FTSE must not expire prior to permit issuance and must be dated less than one year
prior to the application date.
➢ Submittal of this application and form FTSE indicates that owner has adequate capacity and will not violate G.S. 143-215.67(a).
➢ Intergovernmental agreements or other contracts will not be accepted in lieu of a project -specific FTSE.
F. Site Maps (All Application Packages):
® Submit an 8.5-inch x 11-inch color copy of a USGS Topographic Map of sufficient scale to identify the entire project area,
including the closest surface waters.
➢ General location of the project components (gravity sewer, pump stations, & force main)
➢ Downstream connection points and permit number (if known) for the receiving sewer
® Include an aerial location map showing general project area (such as street names or latitude/longitude) so that Division staff
can easily locate it in the field.
G. Existing Permit (Application Packages for Modifications to an Existing Permit):
❑ Submit a copy of the most recently issued existing permit.
❑ Include a descriptive and clear narrative identifying the previously permitted items to remain in the permit, items to be
added, and/or items to be modified (the application form itself should include only include items to be added/modified). The
narrative should also include whether any previously permitted items have been certified.
❑ The narrative should clearly identify the requested permitting action and accurately describe the sewers to be listed in
the final permit.
H. Power Reliability Plan (Required if portable reliability option utilized for Pump Station):
❑ Per 15A NCAC 02T ,0305(h)(1), submit documentation of power reliability for pumping stations.
➢ This alternative is only available for average daily flows less than 15,000 gallons per day
➢ It shall be demonstrated to the Division that the portable source is owned or contracted by the applicant and is compatible with
the station. The Division will accept a letter signed by the applicant (see 15A NCAC 02T .0106(b)) or proposed contractor,
stating that "the portable power generation unit or portable, independently -powered pumping units, associated appurtenances
and personnel are available for distribution and operation of this pump station."
➢ If the portable power source or pump is dedicated to multiple pump stations, an evaluation of all the pump stations'
storage capacities and the rotation schedule of the portable power source or pump, including travel timeframes, shall
be provided in the case of a multiple station power outage. (Required at time of certification)
I. Certificate of Public Convenience and Necessity (All Application Packages for Privately -Owned Public Utilities):
❑ Per 15A NCAC 02T .01 15W 1)1)) provide the Certificate of Public Convenience and Necessity from the North Carolina Utilities
Commission demonstrating the Applicant is authorized to hold the utility franchise for the area to be served by the sewer
extension, or
❑ Provide a letter from the North Carolina Utilities. Conunission's Water and Sewer Division Public Staff stating an application
for a franchise has been received and that the service area is contiguous to an existing franchised area or that franchise approval
is expected.
J. Operational Agreements (Applications from HOA/POA and Developers for lots to be sold):
❑ Home/Property Owners' Associations
❑ Per €5A NCAC 02T .01 15(c}, submit the properly executed Operational Agreement (FORM: HOA).
❑ Per 15A NCAC 02T .0115(c), submit a copy of the Articles of Incorporation, Declarations and By-laws.
❑ Developers or lots to be sold
❑ Per 15A NCAC 02T.01 15(b). submit the properly executed Operational Agreement (FORM: DEV).
For more information, visit the Division's collection systems website
INSTRUCTIONS FOR FORM: FTA 05-21 & SUPPORTING DOCUMENTATION Page 2 of 3

THE COMPLETED APPLICATION PACKAGE INCLDING ALL SUPPORTING INFORMATION AND
MATERIALS, SHOULD BE SENT TO THE APPROPRIATE REGIONAL OFFICE:
REGIONAL OFFICE
ADDRESS
COUNTIES SERVED
Asheville Regional Office
2090 US Highway 70
Avery, Buncombe, Burke, Caldwell, Cherokee,
Water Quality Section
Swannanoa, North Carolina 28778-8211
Clay, Graham, Haywood, Henderson, Jackson,
[phone]
Macon, Madison, McDowell, Mitchell, Polk,
[phone] Fax
Rutherford, Swain, Transylvania, Yancey
Fayetteville Regional Office
225 Green Street Suite 714
Anson, Bladen, Cumberland, Harnett, Hoke,
Water Quality Section
Fayetteville, North Carolina 28301-5095
Montgomery, Moore, Robeson, Richmond,
[phone]
Sampson, Scotland
[phone] Fax
Mooresville Regional Office
610 E. Center Avenue
Alexander, Cabarrus, Catawba, Cleveland,
Wa_ ter Quality Section
Mooresville, North Carolina 28115
Gaston, Iredell, Lincoln, Mecklenburg, Rowan,
[phone]
Stanly, Union
[phone] Fax
Raleigh Regional Office
3800 Barrett Drive
Chatham, Durham, Edgecombe, Franklin,
Water Quality Section
Raleigh, North Carolina 27609
Granville, Halifax, Johnston, Lee, Nash,
[phone]
Northampton, Orange, Person, Vance, Wake,
[phone] Fax
Warren, Wilson
Washington Regional Office
943 Washington Square Mall
Beaufort, Bertie, Camden, Chowan, Craven,
Water Quality Section
Washington, North Carolina 27889
Currituck, Dare, Gates, Greene, Hertford, Hyde,
[phone]
Jones, Lenoir, Martin, Pamlico, Pasquotank,
[phone] Fax
Perquimans, Pitt, Tyrrell, Washington, Wayne
Wilmington Regional Office
127 Cardinal Drive Extension
Brunswick, Carteret, Columbus, Duplin, New
Water Quality Section
Wilmington, North Carolina 28405
Hanover, Onslow, Pender
[phone]
[phone] Fax
450 W. Hanes Mill Road
Winston-Salem Regional Office
Alamance, Alleghany, Ashe, Caswell, Davidson,
Water Quality Section
Suite 300
Davie, Forsyth, Guilford, Rockingham, Randolph,
Winston-Salem, North Carolina 27105
Stokes, Surry, Watauga, Wilkes, Yadkin
[phone]
[phone] Fax
INSTRUCTIONS FOR FORM: FTA 05-21 & SUPPORTING DOCUMENTATION Page 3 of 3

State of North Carolina
Department of Environmental Quality
DWR Division of Water Resources
FAST TRACK SEWER SYSTEM EXTENSION APPLICATION
Division of Water Resources FTA 06-21 & SUPPORTING DOCUMENTATION
Application Number: _WQ0044652 (to be completed by DwR)
All items must be completed or the application will be returned
I. APPLICANT INFORMATION:
1. Applicant's name: JaKaDaCoHo LLC (company, municipality, HOA, utility, etc.)
2. Applicant type: ❑ Individual ® Corporation ❑ General Partnership
❑ Federal ❑ State/County ❑ Municipal
3. Signature authority's name: Jeffrey A. Rolan per 15A NCAC 02T .0106(b)
Title: Owner
4. Applicant's mailing address: 1001 Procure Street, Suite 101
City: Fuquav-Varina State: NC Zip: 27526-
5. Applicant's contact information:
Phone number: (919 625-2774 Email Address: jeff(a-,crossmarkdevelopment.com
II. PROJECT INFORMATION:
1. Project name: Infinite Retail
❑ Privately -Owned Public Utility
❑ Other
2. Application/Project status: ® Proposed (New Permit) ❑ Existing Permit/Project
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: Wake
4. Approximate Coordinates (Decimal Degrees): Latitude: 35.578441 ° Longitude:-78.812482'
5. Parcel ID (if applicable): 0656-55-7389 (or Parcel ID to closest downstream sewer)
III. CONSULTANT INFORMATION:
1. Professional Engineer: Donald L. Curry, PE License Number: 026970
Firm: The Curry Engineering eering Group, PLLC
Mailing address: 205 S. Fuquav Ave.
City: Fuquav-Varina State: NC Zip: 27526-
Phone number: [phone] Email Address: don(cDcurryeng com
IV. WASTEWATER TREATMENT FACILITY (WWTF) INFORMATION:
1. Facility Name: North Harnett Regional WWTP Permit Number: NCO021636
Owner Name: Harnett County
V. RECEIVING DOWNSTREAM SEWER INFORMATION:
1. Permit Number(s): WQ0030170
2. Downstream (Receiving) Sewer Information: 10 inch ® Gravity ❑ Force Main
3. System Wide Collection System Permit Number(s) (if applicable): WQCS00193
Owner Name(s): Town of Fuquav-Varina
FORM: FTA 06-21 Page 1 of 5

Vl. GENERAL REQUIREMENTS
1. If the Applicant is a Privately -Owned Public Utility, has a Certificate of Public Convenience and Necessity been attached?
❑ Yes [:]No ® N/A
2. If the Applicant is a Developer of lots to be sold, has a Developer's Operational Agrcement (FORM: DFV) been attached?
[-]Yes ❑ No ® N/A
3. if the Applicant is a Home/Property Owners' Association, has an HOA/POA Operational Agreement (FORM: HOA) and
supplementary documentation as required by 15A NCAC 02T.0I 15(c) been attached?
❑ Yes ❑ No ® N/A
4. Origin of wastewater: (check all that apply):
❑ Residential (Individually Owned) ® Retail (stores, centers, malls) ❑ Car Wash
❑ Residential (Leased) ❑ Retail with food preparation/service ❑ Hotel and/or Motels
❑ School / preschool / day care ❑ Medical / dental / veterinary facilities ❑ Swimming Pool/Clubhouse
❑ Food and drink facilities ❑ Church ❑ Swimming Pool/Filter Backwash
® Businesses / offices / factories ❑ Nursing Home ❑ Other (Explain in Attachment)
5. Nature of wastewater : % Domestic 100 % Commercial % Industrial (See 15A NCAC 02T .0103M))
If Industrial, is there a Pretreatment Program in effect? ❑ Yes❑ No
6. Has a flow reduction been approved under 15A NCAC 02T .0114(f)? ❑ 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 a,b
No. of Units
Flow
Warehouse — self storage
1 gal/unit
44
44 GPD
Stores and shopping centers without food service
100 gal/1000 sq ft
5600 sq ft
560 GPD
Restaurant, full service
40 gal/seat
36 seats
1440 GPD
gal/
GPD
gal/
GPD
gal/
GPD
Total
2044 GPD
a See 15ANCAC 02T .01 14(b). (d), (e)( l) and (e)(2) for caveats to wastewater design flow rates (i.e., minimum flow per
dwelling; proposed unknown non-residential development uses; public access facilities located near high public use areas;
and residential property located south or east of the Atlantic Intracoastal Waterway to be used as vacation rentals as defined
in G.S. 42A4).
b Per 15A NCAC 02T .0114(c), design flow rates for establishments not identified [in table 15A NCAC 02T.0I I4 shall be
determined using available flow data, water using fixtures, occupancy or operation patterns, and other measured data.
8. Wastewater generated by project: 2044 GPD (per 15A NCAC 02T .Ol 14)
Y Do not include future flows or previously permitted 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 06-21 Page 2 of 5

VII. GRAVITY SEWER DESIGN CRITERIA (If Applicable) - 02T .0305 & NIDC (Gravity Sewers):
1. Summarize gravity sewer to be permitted:
Size (inches) Length (feet) Material
6 102 PVC
Section II & III of the MDC for Permitting of Gravity Sewers contains information related to design criteria
> Section III contains information related to minimum slopes for gravity sewer(s)
> Oversizing lines to meet minimum slope requirements is not allowed and a violation of the MDC
VIII. PUMP STATION DESIGN CRITERIA (If Applicable) — 02T .0305 & MDC (Pump Stations/Force Mains):
PROVIDE A SEPARATE COPY OF THIS PAGE FOR EACH PUMP STATION INCLUDED IN THIS PROJECT
1. Pump station number or name:
2. Approximate Coordinates (Decimal Degrees): Latitude: ° Longitude: - °
3. Total number of pumps at the pump station:
3. Design flow of the pump station: 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): gallons per minute (GPM) at feet total dynamic head (TDH)
5. Summarize the force main to be permitted (for this Pump Station):
Size (inches) Length (feet) Material
If any portion of the force main is less than 4-inches in diameter, please identify the method of solids reduction per
MDCPSFM Section 2.01C.l.b. ❑ Grinder Pump ❑ Mechanical Bar Screen ❑ Other (please specify)
6. Power reliability in accordance with 15A NCAC 02T .03051h)t 1):
❑ 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 stations' 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 06-21 Page 3 of 5

IX. SETBACKS & SEPARATIONS — (02B .0200 & 15A NCAC 02T .0305(f)):
1. Does the project comply with all separations/alternatives found in 15A NCAC 02T .0305(f) & (a)? ® Yes ❑ No
15A NCAC 02T.0305contains minimum separations that shall be rovided for sewer systems:
Setback Parameter*
Separation Required
Storm sewers and other utilities not listed below (vertical)
18 inches
'--Water mains (vertical - water over sewer preferred, including in benched trenches)
18 inches
'Water mains (horizontal)
10 feet
Reclaimed water lines (vertical - reclaimed over sewer)
18 inches
Reclaimed water lines (horizontal - reclaimed over sewer)
2 feet
**Any private or public water supply source, including any wells, WS-I waters of Class I or
Class II impounded reservoirs used as a source of drinking water, and associated wetlands.
100 feet
**Waters classified WS (except WS-I 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.0305(f3 or (a}, see Section X.l of this application
* I5A NCAC 02T.0305(0 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 wAnae
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.
:- See the Division's draft sel2aration_requirements for situations where separation cannot be met.
Y 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: Cape Fear River ® No
If yes, does the project comply with setbacks found in the river basin rules per 15A NCAC 02B .0200? ❑ Yes ® No
y This includes Trout Buffered Streams per 15A NCAC 213.0202
5. Does the project require coverage/authorization under a 404 Nationwide/individual permits ❑ Yes ® No
or 401 Water Quality Certifications?
Please provide the permit number/permitting status in the cover letter if coverage/authorization is required.
6. Does project comply with 15A NCAC 02T.0105(c)(6) (additional permits/certifications)? ® Yes ❑ No
Per 15A NCAC 02T.0105(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.
y- 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 06-21 Page 4 of 5

X. CERTIFICATIONS:
1. Does the submitted system comply with 15A NCAC 02T, the Minimum Desigp Criteria for the Permitting of Pump Stations
and Force Mains (latest 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 approval of the permit, and pralects requiring a variance approval may be subject to longer
review times. For proiects requiring two or more variances or where the variance is determined by the Division to be a
significant portion of the protect, the full technical review is required.
2. Professional Engineer's Certification:
I, Donald L. CgM, PE , attest that this application for Infinite Retail
(Professional Engineer's name from Application Item III.1.) (Project Name from Application Item II.1)
has been reviewed by me and is accurate, complete and consistent with the information supplied in the plans,
specifications, engineering calculations, and all other supporting documentation to the best of my knowledge. I further
attest that to the best of my knowledge the proposed design has been prepared in accordance with the applicable regulations,
Minimum Design Criteria for Gravi Sewers latest version),and the Minimum Design Criteria For the Fast -Track Penn itting
of Pump Stations and Fore -Mains ( latest version). Although other professionals may have developed certain portions of this
submittal package, inclusion of these materials under my signature and seal signifies that I have reviewed this material and
have judged it to be consistent with the proposed design.
NOTE — In accordance with General Statutes 143-215.6A and 143-215.613, 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)
.
,,a:S3"t" tiaf a. . ........................
North Carolina Professional Engineer's seal, signature, and date:
3 �..
Applicant's Certification per 15A NCAC 02T .0106(b):
I, Jeffre A. Rolan , attest that this application for Infinite Retail
(Signature Authority Name from Application Item I.3.) (Project Name from Application Item II.1)
attest that this application 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. 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. I will make no claim against the Division
of Water Resources should a condition of this permit be violated. I also understand that if all required parts of this application
package are not completed and that if all required supporting information and attachments are not included, this application
package will be returned to me as incomplete.
NOTE — In accordance with General Statutes 143-215.6A and 143-215.6B, any person who knowingly makes any false
statement, representation, or certification in any application package shall be guilty of a Class 2 misdemeanor, which may
include a fine not to exceed $10,000 as well as civil penalties up to $25,000 per violation.
Signature: Date:
FORM: FTA 06-21 Page 5 of 5

QWR
Division of Water Resources
State of North Carolina
Department of Environmental Quality
Division of Water Resources
Flow Tracking for Sewer Extension Applications
(FTSE 10-18)
Entity Requesting Allocation: Town of Fuguay-Varina
Project Name for which flow is being requested: Infinite Retail
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: North Harnett County Regional WWTP
b. WWTP Facility Permit #: NC 0021636
All flows are in MGD
c. WWTP facility's permitted flow 2.600
d. Estimated obligated flow not yet tributary to the WWTP 0.458
e. WWTP facility's actual avg. flow 1.493
f. Total flow for this specific request 0.002
g. Total actual and obligated flows to the facility 1.951
h. Percent of permitted flow used 75.08%
11. 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)
Southern
Pump
Station
Permit
No.
WQCS00193
Firm
Capacity,
MGD
.936
(A)
(B)
(C)
(D)=(B+C)
(E)=(A-D)
Design
Average
Approx.
Obligated,
Total
Daily
Current
Not Yet
Current Flow
Flow**
Avg. Daily
Tributary
Plus
(Firm / p fl,
Flow,
Daily Flow,
Obligated
Available
MGD
MGD
MGD
Flow
Capacity***
374
295
216
496
-_122
* 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.
** Design Average Daily Flow is the firm capacity of the pump station divided by a peaking factor
(pf) not less than 2.5, per Section 2.02(A)(4)(c) of the Minimum Design Criteria.
*** 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.
Downstream Facility Name (Sewer): ToFV to Kenneth Creek/NeilsCreek
Downstream Permit Number: WQCS00193 to WQ0028647
Page 1 of 6
FTSE 10-18

III. Certification Statement:
I Michael Wagner certify to the best of my knowledge that the addition of
the volume of wastewater to be permitted in this project has been evaluated along the route to the receiving
wastewater treatment facility and that the flow from this project is not anticipated to cause any capacity
related sanitary sewer overflows or overburden any downstream pump station en route to the receiving
treatment plant under normal circumstances, given the implementation of the planned improvements
identified in the planning assessment where applicable. This analysis has been performed in accordance
with local established policies and procedures using the best available data. This certification applies to
those items listed above in Sections I and II 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.
07/31 /2023
Signing Official Signafure Date
Public Utilities Director
Title of Signing Official
Page 2 of 6
FTSE 10-18

PLANNING ASSESSMENT ADDENDUM (PAA)
Submit a planning assessment addendum for each pump station listed in Section H 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
57.7 % and .216 MGD of the Available Capacity (E) in Pump Station
Southern Oaks ; and that
b. The rate of activation of this obligated, not yet tributary capacity is currently approximately
.075 MGD per year; and that
c. A funded Capital Project that will provide the required planned capacity, namely
Southern Oaks Gravity Sewer is in design or under construction with
planned completion in October 2024 ; and/or
d. The following applies:
The Town awarded a design -build contract to TA Loving and WithersRavenel to design,
permit, and construct a gravity sewer extension project taking the Southern Oaks Pump
Station offline. The substantial completion date is October 2024.
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
Date
Page 3 of 6
FTSE 10-18

Instructions for Flow Tracking form (FTSE) and Planning Assessment Addendum (PAA)
Section I
a. WWTP Facility Name: Enter the name of the WWTP that will receive the wastewater flow.
b. WWTP Facility Permit #: Enter the NPDES or Non -Discharge number for the WWTP receiving the
wastewater flow.
c. WWTP facility's permitted flow, MGD: From WWTP owner's NPDES or Non -Discharge permit.
d. Estimated obligated flow not yet tributary to the WWTP, MGD: This includes flows allocated to other
construction projects not yet contributing flow to the collection system. Flows allocated through interlocal
agreements or other contracts not yet contributing flow to the collection system are also included. For POTWs
that implement a pretreatment program, include flows allocated to industrial users who may not be using all of
their flow allocation. Please contact your Pretreatment Coordinator for information on industrial flow tributary
to your WWTP.
As of January 15, 2008 the POTW should have reviewed flow allocations made over the last two years and
reconciled their flow records, to the best of their ability, so it is known how much flow has been obligated and
is not yet been made tributary to the WWTP, in accordance with local policies and procedures employed by the
reporting entity.
e. WWTP facility's actual avg. flow, MGD: Previous 12 month average.
f. Total flow for this specific request, MGD: Enter the requested flow volume.
g. Total actual and obligated flows to the facility, MGD Equals [d + e + f]
h. Percent of permitted flow used: Equals [(g / c)* 100]
For example:
On January 15 a POTW with a permitted flow of 6.0 MGD, reported to the Regional Office that there is 0.5
MGD of flow that is obligated but not yet tributary. The annual average flow for 2007 is 2.7 MGD. There is a
proposed flow expansion of 0.015 MGD.
The first Form FTSE submitted after January 15, 2008 may have numbers like this:
c. = 6.0 MGD
d. = 0.5 MGD
e. = 2.7 MGD
f. = 0.015 MGD
g. = 3.215 MGD
h. = 53.6 %
The next Form FTSE may be updated like this with a proposed flow expansion of 0.102 MGD:
c. = 6.0 MGD
d.=0.515MGD
e. = 2.73 MGD
f. = 0.102 MGD
g. = 3.349 MGD
h. = 55.8 %
Each subsequent FTSE form will be updated in the same manner.
Page 4 of 6
FTSE 10-18

Section II
List the pump station name or number and approximate pump station firm capacity, approximate design average
daily flow (A) approximate current average daily flow (B), and the obligated, not yet tributary flow through the
pump station (C) for each pump station that will be impacted by the proposed sewer extension project. Calculate
the total current flow plus obligated flow (D=B+C) and the available capacity (E=A-D). Include the proposed flow
for this project with other obligated flows that have been approved for the pump station but are not yet tributary
(C).
Firm capacity is the maximum pumped flow that can be achieved with the largest pump out of service as per the
Minimum Design Criteria.
Design Average Daily Flow is the firm capacity of the pump station divided by a peaking factor (pf) of not less than
2.5.
If the available capacity (E) for any pump station is < 0, then prepare a planning assessment for that pump station
if the system has future specific plans related to capacity that should be considered in the permitting process.
(A)
(B)
(C)
(D)=(B+C)
(E)=(A-D)
Obligated,
Design
Approx.
Not Yet
Total Current
Firm
Average
Current Avg.
Tributary
Flow Plus
Pump Station
Capacity
Daily Flow
Daily Flow,
Daily Flow,
Obligated
Available
(Name or Number)
MGD
(Firm / pf)
MGD
MGD
Flow
Capacity*
Kaw Creek PS
0.800
0.320
0.252
0.080
0.332
-0.012
Valley Road PS
1.895
0.758
0.472
0.135
0.607
0.151
Page 5 of 6
FTSE 10-18

Planning Assessment Addendum Instructions
Submit a planning assessment addendum for each pump station listed in Section II where available capacity is < 0.
A planning assessment for Kaw Creek PS (see example data above) may be performed to evaluate whether there is
significant likelihood that needed improvements or reductions in obligated flows will be in place prior to activating
the flows from the proposed sewer extension project.
If the system decides to accept the flow based on a planning assessment addendum, it is responsible to manage the
flow without capacity related sanitary overflows and must take all steps necessary to complete the project or control
the rate of flow to prevent sanitary sewer overflows.
The planning assessment may identify a funded project currently in design or construction, or a planned project in
the future not yet funded but in a formal plan adopted by the system. The system should carefully weigh the
certainty of successful timely project completion for any expansion, flow management diversion or infiltration and
inflow elimination projects that are the foundation of a planned solution to capacity tracking and acceptance
compliance.
For example:
Given that:
a. The proportion and amount of obligated, not yet tributary flow accounts for 24 % and 0.080 MGD of the
committed flow in Pump Station Kaw Creek; and that
b. The rate of activation of this obligated, not yet tributary capacity is currently approximately 0.01 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:
The master plan and ten year pital plan contain recommended scope and funding for a capital project entitled
Kaw Creek Pump Station upgrade with funding planned in July 2014. This project is planned to add 0.100 MGD
to the firm capaci , of the pump station by October 2015. Inclusion of this proposed capital project as a condition
of this Flow Tracking/Acceptance for Sewer Extension Permit Application elevates this project's priority for
funding and construction to be implemented ahead of the activation of obligated, not yet tributary flows in amounts
that exceed the firm pump station capacities identified in Section II above.
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.
Page 6 of 6
FTSE 10-18

State of North Carolina
Department of Environmental Quality
DWR Division of Water Resources
Divlslon of Witter Resources Flow Tracking/Acceptance for Sewer Extension Applications
(FTSE 04-16)
Entity Requesting Allocation: Harnett Regional Water
Project Name for which flow is being requested: Infinite Retail (Fuquay-Varina)
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: North Harnett Regional WWTP
b. WWTP Facility Permit #: NCO021636
All flows are in MGD
c. WWTP facility's permitted flow 7.5 MGD
Fuquay-Varina Allocated Flow 2.60 MGD
Lillington Allocated Flow 1.20 MGD
Angier Allocated Flow 1.008 MGD
d. Estimated obligated flow not yet tributary to the WWTP 3.228 MGD
FV Obligated Flow NYT
0.458 MGD
Lillington Obligated Flow NYT
0.372 MGD
HC Obligated Flow NYT
1.489 MGD
Angier Obligated Flow NYT
0.909 MGD
e. WWTP facility's actual avg. flow
5.310 MGD
FV Actual Flow
1.493 MGD
Lillington Actual Flow
0.597 MGD
HC Actual Flow
2.568 MGD
Angier Actual Flow
0.652 MGD
f. Total flow for this specific request
0.002 MGD FV
g. Total actual and obligated flows to the facility
8.540 MGD
FV Actual Avg. + Obligated Flow
1.953 MGD
Lillington Actual Avg. + Obligated Flow
0.969 MGD
HC Actual Avg. + Obligated Flow
4.057 MGD
Angier Actual + Obligated Flow
1.561 MGD
h. Percent of permitted flow used 113.87%*
*A PER to expand the NHRWTTP treatment capacity has been completed and design of the
expansion is currently underway.
Page 1 of 3
FTSE 06-13

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 Plus
(Name or
Capacity, * (Firm / pf),
Daily Flow,
Daily Flow,
Obligated Available
Number)
MGD MGD
MGD
MGD
Flow Capacity***
SLS-120 14.4 5.76 3.209 3.224 6.433 -0.673
* 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.
Downstream Facility Name (Sewer): North Harnett Regional WWTP
Downstream Permit Number: NCO021636
III. Certification Statement:
I Steve Ward certify to the best of my knowledge that the addition of
the volume of wastewater to be permitted in this project has been evaluated along the route to the
receiving wastewater treatment facility and that the flow from this project is not anticipated to
cause any capacity related sanitary sewer overflows or overburden any downstream pump station
en route to the receiving treatment plant under normal circumstances, given the implementation of
the planned improvements identified in the planning assessment where applicable. This analysis
has been performed in accordance with local established policies and procedures using the best
available data. This certification applies to those items listed above in Sections I and II plus all
attached planning assessmeddendums for which I am the responsible party. Signature of this
form indicates accentauce s wastewater flow.
Signing Official
T 7_ :)-
Date
Page 2 of 3
FTSE 06-13

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): SLS-120
Given that:
• The proportion and amount of
55.94 1.%and
SLS-120
• The rate of activation of this of
0.3 1 MGD per i
• Afunded C,
TBD
• The following applies:
rated, Not Yet Tributary Daily Flow (C) accounts for
3.224 IMGD of the Available Capacity (E) in Pump Station
I: and that
ted, not
and that
is
HRW is currently reconciling actual and not -yet -tributary flows to
accurately assess available capacity. The reconciliation is expected to be completed in
August 2023. Given the size of the p!mp station, the
percentage of not- et -tributary, and the rate of activation, this will be the first step to
determine if potential CIP project is needed and timeline for any ca aci increase.
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.
zu
Signing Official Signature
Date
Page 3 of 3
FTSE 06-13

10/12/23. 10:31 AM
North Carolina Secretary of State Search Results
• 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
Limited Liability Company
Legal Name
JaKaDaCoHo LLC
Information
Sosld: 1666587
Status: Current -Active O
Date Formed: 2/15/2018
Citizenship: Domestic
Annual Report Due Date: April 15th
Currentgnnual Report Status:
Registered Agent: Minor, James R
Addresses
Principal Office
1001 Procure St Ste 101
Fuquay Varina, NC 27526
Mailing
PO Box 1494
Salmon, ID 83467
Company Officials
Reg Office
1001 Procure St Ste 101
Fuquay Varina, NC 27526
Reg Mailing
1001 Procure St Ste 101
Fuquay Varina, NC 27526
All LLCs are managed by their managers pursuant to N.C.G.S. 57D-3-20.
Member Member
James R. Minor Jeffrey A Rolan
1001 Procure Street Ste 101 1001 Procure St Ste 101
Fuquay Varina NC 27526 Fuquay Varina NC 27526
https://www.sosnc.gov/online_services/search/Business_Registration_Results 1 /1

_ 1 \V -
_.._FV REQUIRED UTILITY NOTES:
---_-.._._--------------------------- I ✓ �
............... " ' " " ' I 1 1. ALL UTILITY WORK AND MATERIALS MUST MEET THE CURRENT FUQUAY-VARINA TECHNICAL
_ - - - - -- - _......._. - - - - - - - - - - - ..--......_. - - ._-_ ...... - - - - - _ _ SPECIFICATIONS, STANDARD DETAILS, TESTING, AND INSPECTION REQUIREMENTS. DESIGN
AND CONSTRUCTION MUST MEET APPLICABLE REQUIREMENTS OF LOCAL, STATE NC -DOT,
NC-DWR, DWQ, & PWS, (NC -WATER RESOURCES, WATER QUALITY, AND PUBLIC WATER
SUPPLY), FEDERAL REGULATIONS, AND PROFESSIONAL ASSOCIATIONS INCLUDING BUT NOT ,
_ - LIMITED TO AWWA (AMERICAN WATER WORKS ASSOCIATION), MANUFACTURES +
RECOMMENDATIONS, NC -PLUMBING CODE, AND ALL OTHER REVIEW AND APPROVAL
� ` 'ef AGENCIES. IF THERE IS A DISCREPANCY BETWEEN REQUIREMENTS THE MORE
♦ CONSERVATIVE AUTHORITY WILL APPLY. (030.01)
♦ ♦ ♦ \ 2. ALL PRIVATE WATER DISTRIBUTION SYSTEMS WHICH ARE SERVED BY THE TOWN WATER
♦ ` \ �/ �� SYSTEM SHALL BE BUILT TO THE APPLICABLE STATE PLUMBING CODE AND THE NC-DEQIDEH B
♦ \ �I/ STANDARDS. MATERIALS AND INSTALLATION SHALL CONFORM TO TOWN STANDARDS.
120.01)
`` ♦ ♦ �/ 3. (ALL PRIVATE SEWER COLLECTION SYSTEMS THAT WILL CONNECT OR ARE PLANNING TO
♦ ♦ \ `/ DISCHARGE INTO THE TOWN SEWER SYSTEM SHALL COMPLY WITH ALL TOWN DESIGN,
I I I I ♦ \ SITING, AND INSTALLATION CRITERIA AND SHALL MEET ALL STATE DESIGN REQUIREMENTS.
\\ �I/ 4. RECORDDRAWINGSMUST BE SIGNED, AND SEALED BY BOTH A LICENSED NC -PE, AND A
NC-PLS• THEY SHALL INCLUDE BOTH HORIZONTAL AND VERTICAL AS -BUILT LOCATION
O O 6 O \ I
INFORMATION FOR ALL WATER, SEWER, STORMWATER, AND OTHER UTILITIES, INCLUDING
SS OUTFALL LINE UNDERGROUND ELEVATIONS AND INVERTS. DATA MUST MEET SURVEY GRADE ACCURACY
.� (DESIGN & CONSTRUCTION BY TOWN BASED ON THE CURRENT STATE PLAN COORDINATE SYSTEM. (030.03.03)
- - _ - - - - - - ACCORDING TO EASEMENT 5. TRACER WIRE, TESTING STATIONS, MARKER TAPE, AND MARKER BALLS ARE REQUIRED AS
- � - -AGREEMENT) EXISTING SSMH-157021 NOTED (100.01)
6. HORIZONTAL AND VERTICAL SEPARATION REQUIREMENTS FOR WATER, SEWER, AND STORM
WATER PIPING AND STRUCTURES MUST BE INSTALLED PER TECHNICAL SPECIFICATIONS.
r \ 30' SANITARY
�5 S S S S S S S SEWER EASEME
-----------------------..._-------------.-- __ r� EXISTING 6"
o PRIVATE SERVICElk
\I/
3000 GAL. GREASE
! S I S TRAP EXTEND 6" PVC SS (PMVATE)
0 6" PVC SS SERVICE SERVICE TO CLEAN -OUT v/
I I
q 000 FROM PHASE 1 � \
I
I� I z P.I.V. G O¢1 E T ON a a S a
.,. �. �.
20 IVAT� FIRE LINE E 2-STORY \ �/
^ I W SELF -STORAGE & RETAIL 4" PVC S CLEAN OUT
tnI I i n I 14,175 SF RP.)
>
I - - - -I - r" - - RISER ROOM 1ST FLOOR FFE; 374.50 U/
4" TAP AND THRUST 2ND FLOOR FFE: 384.50
BLOCK ON EXISTING 6" I I (FIRST FLOOR)
RETAIL RETAIL RETAIL RETAIL CONCRETE'
PRIVATE FIRE LINE 4" PVC PRIVATE FIRE 1,613 SF 1,490 SF 1,494 SF 1,491 SF ELECTRICAL
LINE TO BUILDING I FFE: FFE: FFE: FFE: TRANSFORMER PAD.
RISER ROOM 384.50 384.50 384.50 384.50 RETAIL COORDINATE WITH /
o I 1,000 F ESF DUKE ENERGY
I p 1 384.50 \
PREVIOUS
x W
I � 1" DOM. SERVICE,
(PHASE 1) _ COPPER (PRIVATE
DEVELOPMENT I I I w&
I I \ � �
j a
F.G. ELEV= 383 _ I
I I m 1" DOM. METER (TYP.
2" DOM. WATER
379.50 INV ±
15" STORM
INV ELEV= 377.50
18" (MIN. 18" CLEAR TO
DOM. WATER)
15" RCP
ELEV= 375.99
W
w
r
W
W
UTILITIES INSTALLED
IN PHASE 1
1 PRIVATE
W
Ifl
I I III
III
I 2" DOM COPPER (PRIVATE)
SERVICE TO BE INSTALLED
III IN EXISTING 4" PVC SLEEVE 1
II II
I
I I
I I II II �
I
p
7C3
2" DOM BFP
I I � ono
CH T�NANT SPACE) I L' I
CURRENT
PHASE 2
DEVELOPMENT
I I m 2" CORPORATION EXISTING 16" PUBLIC -
I I WATER MAIN
p STOP AND VALVE ON
1
W EXISTING 16" MAIN
W
W W
_ ELEC. SERVICE.
COORDINATE WITH •�`
DUKE ENERGY.
JUDD PA RKWA Y -•
( 70' R/W & VARIES) ._._•-•-
i._
w
60
d
w
-•-•-• -. r. - -•-
co-
- -
- - - -• •-•-•-•-+-•-•-•-•
rf`
o I r-UQUAY-1/AR!KIA
APPROVED FOR COMPLIANCE
These plans have been approved for compliance with the Town
Code of Ordinances & Standard Specifications & Construction
Details su ecl to statements & conditions hereby inccrporated
by refere oe,
0
Signature, Datc,- 1'�1___
N
©co
J a
d
c�
wo
oLu
UTILITY NOTES
1. CONTRACTOR SHALL HAVE NORTH CAROLINA ONE CALL (1-800-632-4949) TO LOCATE
ALL EXISTING UTILITIES PRIOR TO BEGINNING CONSTRUCTION. CONTRACTOR SHALL
VERIFY THE DEPTH AND LOCATION OF ALL EXISTING UTILITIES AND NOTIFY THE
ENGINEER OF ANY DISCREPANCIES OR CONFLICTS PRIOR TO BEGINNING
CONSTRUCTION.
2. ALL CONSTRUCTION SHALL BE IN ACCORDANCE WITH TOWN OF FUQUAY-VARINA
STANDARDS AND SPECIFICATIONS.
3. THIS PLAN IS DIAGRAMMATIC AND REPRESENTS THE APPROXIMATE LOCATION OF
UTILITIES UNLESS SPECIFICALLY DIMENSIONED. THE CONTRACTOR SHALL
COORDINATE THE ACTUAL LOCATION OF UTILITIES TO AVOID CONFLICTS AND MEET
MINIMUM SIZE, SLOPE, AND CODE REQUIREMENTS.
4, NO CHANGES TO ANY ASPECT OF THIS PLAN WILL BE MADE WITHOUT APPROVAL OF
THE ENGINEER AND TOWN OF FUQUAY-VARINA PLANNING DEPARTMENT.
5. CONTRACTOR SHALL ADJUST ALL CLEANOUTS, VALVE BOXES, MANHOLES, ETC. TO
THE FINISHED GRADES ESTABLISHED BY THIS PROJECT.
6. ALL METERS, BFP's, PIV, FDC CONNECTION, AND VALVES ARE TO ADHERE TO TOWN
OF FUQUAY-VARINA STANDARDS.
7. ELECTRICAL POWER TO THE BUILDING IS TO BE SUPPLIED BY DUKE ENERGY.
8, BACKFLOW PREVENTERS (RPZs) FOR DOMESTIC WATER DISTRIBUTION SHALL BE
INCLUDED IN A HOT BOX WITH ELECTRICAL OUTLET FOR HEATER PLUG. ALL
BACKFLOW PREVENTERS TO BE ASSE OR USC APPROVED.
9. THE FOLLOWING BACKFLOW PREVENTION MODEL NUMBERS SHALL BE PROVIDED:
- 2" DOMESTIC BACKFLOW = WILKINS MODEL 975XL .
10. ALL WATER LINES ARE TO HAVE MINIMUM 48" COVER.
11. ALL UIG ELECTRICAL CONDUITS ARE TO HAVE MIMIMUM 24" COVER. GAS,
TELEPHONE AND CABLE LINES SHALL HAVE MINIMUM COVER AS DETERMINED BY
SERVICE COMPANY.
12, CLEANOUTS ARE REQUIRED ON ALL SERVICES WITH A MAXIMUM SPACING OF 75
FEET ON 4-INCH SERVICES AND 100 FEET ON 6-INCH SERVICES, AND AT THE ROW
LINE OR EDGE OF EASEMENT. ALL CLEANOUTS SHALL BE FLUSH WITH FINISHED
GRADE WITH AN INVERTED BRASS CAP.
13. REFER TO BUILDING PLANS FOR EXACT LOCATION OF WHERE UTILITIES ENTER THE
BUILDING,
14. THERE SHALL BE AT MINIMUM 24" VERTICAL SEPARATION BETWEEN WATER &
SANITARY SEWER. THERE SHALL BE AT MINIMUM 24" VERTICAL SEPARATION
BETWEEN WATER & STORM SEWER (OR ROOF DRAINS) AND BETWEEN SANITARY
SEWER & STORM DRAINAGE (OR ROOF DRAINS). IN BOTH SITUATIONS IT IS
PREFERRED THAT THE UTILITY CROSSES ABOVE THE SANITARY SEWER. IF THE
MINIMUM SEPARATION CANNOT BE MAINTAINED OR IF THE UTILITY HAS BE LAID
BENEATH THE SANITARY SEWER, THE SANITARY SEWER WILL BE DUCTILE IRON
PIPE.
15. ALL PROPOSED UTILITIES LINES MUST BE UNDER GROUND
16. NOTE THAT IF ANY ACCESSORY UNITS ARE VISIBLE FROM THE RIGHT-OF-WAY,
ADDITIONAL SCREENING WILL BE REQUIRED THAT WILL DELAY ISSUANCE OF A
CERTIFICATE OF OCCUPANCY UNTIL SUCH SCREENING IS INSTALLED AND
ACCEPTED BY THE TOWN.
17. ALL SEWER CLEANOUTS IN PAVEMENT AREAS SHALL BE TRAFFIC -RATED,
18. PERMANENT MARKERS SHALL BE INSTALLED WHERE THE WATER SERVICE
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Wilson, Susan A
From: Ed Loeffler <[e-mail]>
Sent: Thursday, October 12, 2023 11:05 AM
To: Wilson, Susan A
Cc: [e-mail]; Don Curry; Michael Wagner
Subject: [External] RE: Fast Track Application Infinite Retail WQ0044652
Attachments: Infinite Retail FTA FTSE 7.31.23 signed Combined Rev1.pdf, Infinite Retail Harnett County FTSE
8.4.2023.pdf, North Carolina Secretary of State.pdf, 2023-08-22 Infinite Retail - C3.0.pdf
Follow Up Flag: Follow up
Flag Status: Flagged
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.
Susan
I am responding to items 1. and 4. in RED below. Michael Wagner has previously responded to items 2. and 3.
Please inform us if any additional information is needed for this permit approval.
Thank you,
ED LOEFFLER
Project Manager/Construction Manager
CUrfyENGINEERING
205 S. Fuquay Ave.
Fuquay-Varina, NC 27526
wk [phone] x103
dir [phone]
cell [phone]
ed(cDcurrvenci.com
www.currvenci.com
From: Michael Wagner <[e-mail]>
Sent: Tuesday, October 10, 2023 9:38 AM
To: Ed Loeffler <[e-mail]>; Wilson, Susan A <[e-mail]>
Cc: [e-mail]; Don Curry <[e-mail]>
Subject: Re: Fast Track Application Infinite Retail WQ0044652
Susan,
Good morning. I am following up on comments
1. Regarding Part 1.1. of the application, for an LLC please provide information that JaKaDaCoHo, LLC is
registered with the NC Secretary of State and information on the signing party [ref. 15A NCAC 02T

.0106(b)]; I did not see that within the package. Also, I assume corporation should be checked (this is
not going to be issued to an individual).
Response: The NC Secretary of State information for JaKaDaCoHo LLC is attached. The updated application
with Corporation checked on Part 1.1 is attached.
2. This gets understandably confusing, but the Flow Tracking sheet (FTSE 10-18) needs to be signed -off by
Fuquay-Varina and Harnett County (since N Harnett County Regional WWTP is the ultimate receiver,
but the flow goes through Fuquay-Varina's infrastructure/pump station). Both Michael Wagner and
Steve Ward are familiar with how this should be completed.
a. Was the attached FTSE from Harnett County attached in the application?
The concerning issue with regards to Fuquay-Varina's downstream pump station, it is/will be
overallocated, with plan for build out not until October 2024 (and Fuquay-Varina has signed off on
acceptance of this small flow). Just want to make sure everyone is aware of this.
a. The Town is aware of this allocation on the downstream pump station and that is why we are
underway with a design build project to take this pump station offline and convert to gravity
sewer. We believe that allocated not yet tributary flow from new projects will not contribute to
design flows at the pump station over 100% before the project is complete.
4. Would you provide a basic sewer schematic for this and where the tie-in to the downstream sewer is
located?
Response: A site plan utility sheet showing the sewer schematic and tie-in is attached, with area
clouded.
Thanks,
Mike
Michael Wagner
Public Utilities Director
Town of Fuquay-Varina
Office:
J
1415 Holland Road
Fuquay-Varina, NC 27526
www.fuguay-varina.org
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From: Ed Loeffler <[e-mail]>
Sent: Tuesday, October 10, 2023 9:02 AM

To: Wilson, Susan A <[e-mail]>
Cc: [e-mail] <[e-mail]>; Michael Wagner <mwagner@fuguay-
varina.org>; Don Curry <[e-mail]>
Subject: RE: Fast Track Application Infinite Retail WQ0044652
CAUTION: This email originated from outside of the organization. Do not click links or open attachments unless you
recognize the sender and know the content is safe.
Susan
Thank you for your input, we will look to get you responses and documents which you have requested below.
Sincerely,
ED LOEFFLER
Project Manager/Construction Manager
CUrfyENGINEERING
205 S. Fuquay Ave.
Fuquay-Varina, NC 27526
wk [phone] x103
dir [phone]
cell [phone]
ed( currveng.com
From: Wilson, Susan A <[e-mail]>
Sent: Monday, October 9, 2023 9:43 AM
To: Ed Loeffler <[e-mail]>
Cc: [e-mail]; Michael Wagner <[e-mail]>
Subject: Fast Track Application Infinite Retail WQ0044652
Hi Ed -
I've given this application a brief review and have the following comments/questions (sorry for the delay):
Regarding Part 1.1. of the application, for an LLC please provide information that JaKaDaCoHo, LLC is registered
with the NC Secretary of State and information on the signing party [ref. 15A NCAC 02T .0106(b)]; I did not see
that within the package. Also, I assume corporation should be checked (this is not going to be issued to an
individual).
2. This gets understandably confusing, but the Flow Tracking sheet (FTSE 10-18) needs to be signed -off by Fuquay-
Varina and Harnett County (since N Harnett County Regional WWTP is the ultimate receiver, but the flow goes
through Fuquay-Varina's infrastructure/pump station). Both Michael Wagner and Steve Ward are familiar with
how this should be completed.
3. The concerning issue with regards to Fuquay-Varina's downstream pump station, it is/will be overallocated,
with plan for build out not until October 2024 (and Fuquay-Varina has signed off on acceptance of this small
flow). Just want to make sure everyone is aware of this.
4. Would you provide a basic sewer schematic for this and where the tie-in to the downstream sewer is located?

Thanks. Let me know if you have any questions.
Susan Wilson
Environmental Engineer (Part Time, Temporary)
Water Quality Regional Operations — Raleigh Regional Office
NC Department of Environmental Quality
Office: 919-791-4240
E�
�n a core pvrds�xa roam fam Uu€ address ns nu*ectto AeNwh
C-wurna Puhh'c Records Law wtdma} be &.Eckxsed ro thirdpartes.
Email correspondence to and from this address may be subject to the North Carolina Public Records Law and may be disclosed to third parties by an authorized
state official.

Wilson, Susan A
From: Allen, Trent
Sent: Monday, November 20, 2023 2:17 PM
To: Wilson, Susan A
Subject: RE: N. Harnett Regional WWTP
Good afternoon Susan. I have included the latest flow tracking sheet from Harnett County, and I guess they did some
flow reconciliation on this pump station. It now shows they have a little room left in that station. My guess is they will
start modifying permits to the 75/BR soon to further reduce the obligated flow.

I, Complete this section only if you are the owner of the wastewater treatment plant,
a. WWTP Facility l arge: North Harnett Le&ional WWTP
b. WWTP Facility Permit A: NCO021636
. W VFP facility's p muted flow
Fuquay- arina Allocated Flow
Lillington Allocated Flow
Angier Allocated Flow
d. Estimated obligated flow not yet tributary to the WWTP
FV Obligated Flow 1 YT
Lillxagton Obligated Flow NYT
HC Obligated Flow NY T
Angier Obligated Flow NYT
e. WWTP facility's actual avg. flow
FV Actual Flow
Lil lington Actual Flow
TIC Actual Flow
Angier Actual Flow
f Total flow for this specific request
g. Total actual and obligated flows to the facility
FV Actual Avg, + Obligated Flog
Lillington Actual Avg, + Obligated Flow
HC Actual Avg. + Obligated Flow
Angler Actual + Obligated Flow
li. Percent of permitted flow used
AlI f lotus are in CMG
7.5 MGD
2.0 MGD
1.20 MGD
L008 MGD
3.347 MGD
0,496 MOD
0.3721VMGD
1.520 MCID
0.959 MGD
5.339 MGD
1.493 MOD
U 97 MGD
2.568 MGD
0.021 MGD TOL
8.'707 MGD
1.989 MGD
0.990 MOD
4.088 MGD
1.640 MGD
11C.09%*
*A PER to expand the NHf WTTP treatment capacity has been completed and design of I
expansion is currently underway.
Page I oft
FTE 0- 1 3
N

Trent Allen
Engineer II
Office of Continuous Improvement (OCI)
NC Department of Environmental Quality
[e-mail]
225 Green Street, Fayetteville, NC 28301
910 433 3336 office
910 303 1109 mobile
Email correspondence to and from this address is subject to the North Carolina Public Records Law and may be disclosed
to third parties
From: Wilson, Susan A <[e-mail]>
Sent: Monday, November 20, 2023 11:38 AM
To: Allen, Trent <[e-mail]>
Subject: N. Harnett Regional WWTP
Hi Trent!
I backburnered this — unintentionally. Can't remember if I had you look at this — it's for a very small flow amount (2044
gpd) to Fuquay and then N Harnett. He (Steve Ward) was going to evaluate if they needed to do a CIP after they did flow
reconciliation in August. I do not know the outcome of that. Do you folks have immediate concerns about this and/or
want me to inquire further with Steve? If not, I'll get this one up to Vanessa pretty soon.
Thanks!
Susan Wilson
Environmental Engineer (Part Time, Temporary)
Water Quality Regional Operations — Raleigh Regional Office
NC Department of Environmental Quality
Office: 91 9-791-4240
q5
gmadcovesparmw ce to and fmrn this address ns:r�to theN wh
Cw&na ?uhh'c s Law wdma) be drfatas d 6o thirdparW&
Email correspondence to and from this address may be subject to the North Carolina Public Records Law and may be disclosed to third parties by an authorized
state official.