WQ0042627_Application (FTSE)_20210701

June 21, 2021
NCDENR-DWQ
Fayetteville Regional Office
225 Green Street, Suite 714
Fayetteville, NC 28301
RE: Central Vehicle Water Facility Sewer Connnection
Fast Track Application for Gravity Sewer Extension
Cumberland County, North Carolina
•
••
• • •
• • • •
• • • •
Kt(;tiutu
DEQIDWR
JUN 2 4 2021
AYE,, WQROS
EVILLEREGIONAL OFFICE
We are providing the enclosed information for the permitting of new sewer infrastructure for the
existing Central Vehicle Wash Facility at Fort Bragg. The wash facility is located north of Longstreet
Road; approximately 0.63 miles from the intersection of Longstreet Road and Gruber Road.
Currently, the wash facility is not connected to the ASUS-Fort Bragg sewer system and the holding pond
at the wash facility experiences high water levels during rain events. There is an existing pumping
station at the Wash Facility with three pumps delivering greywater to the Exterior Washing (aka Bird
Bath) area through a 12-inch pipe. To prevent the holding pond from overflow, a sewer extension
routed from the existing 12-inch exterior wash pipeline to an existing 8-inch gravity sewer pipe located
along Kero Street; approximately 300 ft from the intersection of Kero Street and Russell Street will be
installed. The proposed infrastructure consists of a new 8-inch force main, a new 8-inch gravity sewer
main, two manholes, and flow control valves to divert a portion of greywater from the Wash Facility to
the ASUS-Fort Bragg wastewater system.
We will be utilizing the existing vertical turbine pumps that currently operate at 800 gpm at 325 ft TDH
(with a pressure reading of 55 psi) when turned on. When the facility discharges to the sewer system,
only one pump will operate at a time and only a fraction of the pumped greywater will be allowed to
enter the sewer system by use of a manual operation of two gates valves. There will be a gate valve
installed at the force main connection point with the existing 12-inch exterior wash pipe and a gate
valve upstream of the first entering manhole. These gate valves will usually be closed and will manually
be opened to allow discharge into the sewer system. The design calculations estimate an operational
point of 360 gpm at 444 ft TDH; however, the discharge to the sewer system will be limited due to
capacity constraints. The sewer model results indicate that the flow should be limited to approximately
200 gpm. ASUS-Fort Bragg Operations personnel will work closely with the Car Wash Operator to
coordinate all vehicle wash discharge into the ASUS sewer system to ensure the flow entering the sewer
system will not exceed capacity constraints.
The Central Vehicle Wash Facility is a car wash with 6 bays; the additional wastewater flow from this
building is estimated to be 7,200 gallons per day.
Enclosed please find the original and one copy of the following:
• NCDENR Fast Track Application
• Check for $480.00
• USGS and Street Level Map Showing the Project Area
American States Utility Services, Inc.
P.O. Box 73316, Fort Bragg, NC 28307
Tel: [phone] Fax: [phone]

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::
• • • •
• Design Calculations
• Flow Tracking/Acceptance Forms
• Pictures of Existing Pump Plate and Telemetry
• Record Drawing of Car Wash Facility
Thank you for your consideration in this matter. If you require further information, please do not
hesitate to contact me at [phone] or [e-mail].
Sincerely,
s fi//J l Dig Nally sgnN by flacr Poberg.
a1e:30I1.03.31 0):16J6 -0T00'
Rachelle Roberge, PE
Senior Engineer
American States Utility Services, Inc.
P.O. Box 73316, Fort Bragg, NC 28307
Tel: [phone] Fax: [phone]
SUS

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• • • • •
Existing Telemetry
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Existing Pump Information
American States Utility Services, Inc.
P.O. Box 73316, Fort Bragg, NC 28307
Tel: [phone] Fax: [phone]

Division of Water Resources
State of North Carolina
Department of Environmental Quality
Division of Water Resources
15A NCAC 02T .0300 — FAST TRACK SEWER SYSTEM EXTENSION APPLICATION
INSTRUCTIONS FOR FORM: FTA 04-16 & 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 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 02T .0305 and the applicable minimum design criteria. These
documents shall be 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 require an environmental assessment in accordance with 15A NCAC 1C .0100;
➢ Projects that do not meet any part of the minimum design criteria (MDC) document;
• Projects that involve a variance from the requirements of 15A NCAC 2T;
• Pressure sewer systems utilizing septic tank -effluent pumps (STEPs) or simplex grinder pumps;
• STEP or simplex grinder pumps connecting to pressurized systems (e.g. force mains);
Y 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 of Application and Supporting Documents
® Required unless otherwise noted
B. Cover Letter (Required for All Application Packages):
El List all items included in the application package, as well as a brief description of the requested permitting action.
Y Be specific as to the system type, number of homes served, flow allocation required, etc.
• If necessary for clarity, include attachments to the application form.
C. Application Fee (All New and Major Modification Application Packages):
® Submit a check or money order in the amount of $480.00 dated within 90 days of application submittal.
➢ Payable to North Carolina Department of Environmental Quality (NCDEQ)
D. Fast Track (Form: FTA 04-16) Application (Required for All Application Packages):
® 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 I.2 is a corporation or company, provide documentation it is registered for business with
the North Carolina Secretary of State.
❑ If the Applicant Type in Item I.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.
El 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 04-16 & 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 and closest surface waters.
➢ Location of the project (gravity sewer, pump stations & force main)
➢ Downstream connection points and permit number (if known) for the receiving sewer
Include a street level map (aerial) showing general project area so that Division staff can easily locate it in the field.
G. Existing Permit (All Modification Packages):
❑ Submit the most recently issued existing permit.
❑ Provide a list of any items within the permit the Applicant would like the Division to address during the permit
modification (i.e., permit description, flow allocation, treatment facility, etc.).
H. Power Reliability Plan (Required if portable reliability option utilized for Pump Station):
O 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 .0115(a)(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 Commission'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/P'OA and Developers for lots to be sold):
O Home/Property Owners' Associations
❑ Per 15A NCAC 02T .0115(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 of lots to be sold
❑ Per 15A NCAC 02T .0115(b), submit the properly executed Operational Agreement (FORM: DEV).
For more information, visit the Division 's collection systems website
INSTRUCTIONS FOR FORM: FTA 04-16 & 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
Swannanoa, North Carolina 28778
[phone]
[phone] Fax
Avery, Buncombe, Burke, Caldwell, Cherokee,
Clay, Graham, Haywood, Henderson, Jackson,
Macon, Madison, McDowell, Mitchell, Polk,
Rutherford, Swain, Transylvania, Yancey
Water Quality Section
Fayetteville Regional Office
225 Green Street Suite 714
Fayetteville, North Carolina 28301-5094
[phone]
[phone] Fax
Anson, Bladen, Cumberland, Harnett, Hoke,
Montgomery, Moore, Robeson, Richmond,
Sampson, Scotland
Water Quality Section
Mooresville Regional Office
610 E. Center Avenue
Mooresville, North Carolina 28115
[phone]
[phone] Fax
Alexander, Cabarrus, Catawba, Cleveland,
Gaston, Iredell, Lincoln, Mecklenburg, Rowan,
Stanly, Union
Water Quality Section
Raleigh Regional Office
1628 Mail Service Center
Raleigh, North Carolina 27699-1628
[phone]
[phone] Fax
Chatham, Durham, Edgecombe, Franklin,
Granville, Halifax, Johnston, Lee, Nash,
Northampton, Orange, Person, Vance, Wake,
Warren, Wilson
Water Quality Section
Washington Regional Office
943 Washington Square Mall
Washington, North Carolina 27889
[phone]
[phone] Fax
Beaufort, Bertie, Camden, Chowan, Craven,
Currituck, Dare, Gates, Greene, Hertford, Hyde,
Jones, Lenoir, Martin, Pamlico, Pasquotank,
Perquimans, Pitt, Tyrrell, Washington, Wayne
Water Quality Section
Wilmington Regional Office
127 Cardinal Drive Extension
Wilmington, North Carolina 28405
[phone]
[phone] Fax
Brunswick, Carteret, Columbus, Duplin, New
Hanover. Onslow, Pender
Water Quality Section
Winston-Salem Regional Office
450 W. Hanes Mill Road
Suite 300
Winston-Salem, North Carolina 27105
[phone]
Alamance, Alleghany, Ashe, Caswell, Davidson,
Davie, Forsyth, Guilford, Rockingham, Randolph,
Stokes, Surry, Watauga, Wilkes, Yadkin
Water Quality Section
INSTRUCTIONS FOR FORM: FTA 04-16 & SUPPORTING DOCUMENTATION Page 3 of 3

Division of Water Resources
State of North Carolina
Department of Environmental Quality
Division of Water Resources
15A NCAC 02T .0300 — FAST TRACK SEWER SYSTEM EXTENSION APPLICATION
FTA 04-16 & SUPPORTING DOCUMENTATION
Application Number: ‘1041)421,02,r4 (to be completed by DWR)
All items must be completed or the application will be returned
I. APPLICANT INFORMATION:
1. Applicant's name: American States Utility Services, 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: Timothy Loughman per 15A NCAC 02T .0106(b)
Title: Utility Manager
4. Applicant's mailing address: P.O. Box 73316
City: Fort Bragg State: NC Zip: 28307-
5. Applicant's contact information:
Phone number: [phone] Email Address: Timothy.Loughman@a,asusinc.com
II. PROJECT INFORMATION:
1. Project name: FA-70559-20 CVWF Sewer Connection
2. Application/Project status:
® Proposed (New Permit) ❑ Existing Permit/Project
If a modification, provide the existing permit number: WQ00 and issued date:
If new construction but part of a master plan, provide the existing permit number: WQ00
3. County where project is located: Cumberland County
4. Approximate Coordinates (Decimal Degrees): Latitude: 35.1467.° Longitude:-79..046D
5. Parcel ID (if applicable):
(or Parcel ID to closest downstream sewer)
III. CONSULTANT INFORMATION:
1. Professional Engineer: Rachelle Roberge License Number: 42922
Firm: American States Utility Services, Inc.
Mailing address: 903 Armistead Street
City: Fort Bragg State: NC Zip: 28307-
Phone number: [phone] Email Address: Rachelle.Roberge@a,asusinc.com
IV. WASTEWATER TREATMENT FACILITY (WWTF) INFORMATION:
1. Facility Name: South Harnett Regional WWTP Permit Number: NC00 88366
Owner Name: Harnett County
V. RECEIVING DOWNSTREAM SEWER INFORMATION (if different than WWTF):
1. Permit Number(s): WQ Downstream (Receiving) Sewer Size: inch
System Wide Collection System Permit Number(s) (if applicable): WQCS00029
Owner Name(s): Old North Utilities Services
tc,413)5§sall.f2
FORM: FTA 04-16 Page 1 of 5

VI. 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 Agreement (FORM: DEV) been attached?
❑ Yes ❑No ®N/A
3. If the Applicant is a Home/Property Owners' Association. has an Operational Agreement (FORM: HOA) been attached?
❑ Yes ❑No ®N/A
4. Origin of wastewater: (check all that apply):
0 Residential Owned 0 Retail (stores, centers, malls)
❑ Residential Leased 0 Retail with food preparation/service
❑ School / preschool / day care 0 Medical / dental / veterinary facilities
0 Food and drink facilities 0 Church
❑ Businesses / offices / factories 0 Nursing Home
5. Nature of wastewater : % Domestic/Commercial 100 % Commercial
® Car Wash
❑ Hotel and/or Motels
❑ Swimming Pool /Clubhouse
0 Swimming Pool/Filter Backwash
❑ Other (Explain in Attachment)
0 % Industrial (See 15A NCAC 02T .0103(20))
Is there a Pretreatment Program in effect? ❑ Yes ® No
6. Has a flow reduction been approved under 15A NCAC 02T .01 14(f)? ❑ Yes ® No
➢ If ves, provide a copv of flow reduction approval letter
7. Summarize wastewater generated by project:
Establishment Type (see 02T.0114(f))
Daily Design Flow a,b
No. of Units
Flow
Car Wash
1200 gal/bay
6
7,200 GPD
gal/
GPD
gal/
GPD
gal/
GPD
gal/
GPD
gal/
GPD
Total
7,200 GPD
a See 15A NCAC 02T .01 14(b). (d). (e)( 1) and (e)(2) for caveats to wastewater des gn 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. 42A-4).
b Per 15A NCAC 02T .0114(c), design flow rates for establishments not identified [in table 15A NCAC 02T.0114] shall be
determined using available flow data, water using fixtures, occupancy or operation patterns, and other measured data.
8. Wastewater generated by project: 7,200 GPD (per 15A NCAC 02T .0114)
Y Do not include future flows or previously permitted allocations
If permitted flow is zero, indicate why:
❑ Pump Station or Gravity Sewer where flow will be permitted in subsequent permits that connect to this line
0 Flow has already been allocated in Permit Number:
0 Rehabilitation or replacement of existing sewer with no new flow expected
❑ Other (Explain):
FORM: FTA 04-16
Page 2 of 5

VII. GRAVITY SEWER DESIGN CRITERIA (If Applicable) - 02T .0305 & MDC (Gravity Sewers):
1. Summarize gravity sewer to be permitted:
Size (inches) Length (feet) Material
8"
17
PVC
• Section 11 & 11I 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 requirement is not allowed and a violation of the MDC
VIII. PUMP STATION DESIGN CRITERIA (If Applicable) — 02T .0305 & MDC (Puma Stations/Force Mains):
COMPLETE FOR EACH PUMP STATION INCLUDED IN THIS PROJECT
I. Pump station number or name: Central Vehicle Wash Facility Pump Station
2. Approximate Coordinates (Decimal Degrees): Latitude: 35.1456° Longitude:-79.0457°
3. Design flow of the pump station: .0072 millions gallons per day (firm capacity)
4. Operational point(s) of the pump(s): 360 gallons per minute at 444 feet total dynamic head (TDH)
5. Summarize the force main to be permitted (for this Pump Station):
Size (inches)
Length (feet)
Material
8
3,862
PVC
8
220
DI
6. Power reliability in accordance with 15A NCAC 02T .030.5(h)(1):
® Standby power source or pump with 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
Or if the pump station has an average daily flow less than 15,000 gallons per day:
❑ Portable power source with manual activation, quick -connection receptacle and telemetry - 15A NCAC 02T
.0305(h)(1)(C)
or
❑ Portable pumping unit with plugged emergency pump connection and telemetry - 15A NCAC 02T .0305(h)(l)(C):
It shall be demonstrated to the Division that the portable source is owned or contracted by the applicant (draft agreement)
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
in the case of a multiple station power outage.
FORM: FTA 04-16 Page 3 of 5

IX. SETBACKS & SEPARATIONS — (02B .0200 & 15A NCAC 02T .0305(f)):
1. Does the project comply with all separations found in 15A NCAC 02T .0305(0 & (g)
➢ 15A NCAC 02T.0305(f) contains minimum separations that shall be provided for sewer systems:
® Yes ❑ No
Setback Parameter*
Separation Required
Storm sewers and other utilities not listed below (vertical)
24 inches
Water mains (vertical -water over sewer 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
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 (see item IX.2)
50 feet
**Any other stream, lake, impoundment, or ground water lowering and surface drainage
ditches
10 feet
Any building foundation
5 feet
Any basement
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
➢ 15A NCAC 02T.0305(g) contains alternatives where separations in 02T.0305(f) cannot be achieved.
➢ **Stream classifications can be identified using the Division's NC Surface Water Classifications webpage
)> If noncompliance with 02T.0305(f) or O, see Section X of this application
2. Does the project comply with separation requirements for wetlands? (50 feet of separation) ® Yes ❑ No ❑ N/A
➢ See the Division's draft separation requirements for situations where separation cannot be meet
➢ No variance is required if the alternative design criteria specified is utilized in design and construction
➢ As built documents should reference the location of areas effected
3. Does the project comply with setbacks found in the river basin rules per 15A NCAC 02B .0200? ® Yes 0 No ❑ N/A
➢ This would include Trout Buffered Streams per 15A NCAC 2B.0202
4. Does the project require coverage/authorization under a 404 Nationwide or
individual permits or 401 Water Quality Certifications?
Information can be obtained from the 401 & Buffer Permitting Branch
❑ Yes ® No
5. Does project comply with 15A NCAC 02T.0105(c)(6) (additional permits/certifications)? ® Yes ❑ No
Per I SA NCAC 02T.0105(c)(6), directly related environmental permits or certification applications are 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.).
6. Does this project include any sewer collection lines that are deemed "high -priority?"
Per 15A NCAC 02T.0402, "high -priority sewer" means "any aerial sewer, sewer contacting surface waters, siphon, or sewer
positioned parallel to streambanks that is subject to erosion that undermines or deteriorates the sewer.
❑ Yes ® No ❑ N/A
➢ 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 permitee's individual System -Wide Collection permit.
FORM: FTA 04-16 Page 4 of 5

X. CERTIFICATIONS:
1. Does the submitted system comply with l 5A NCAC 02T, the Minimum Design 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, complete and submit the Variance/Alternative Design Request application (VADC 10-14) and supporting documents for
review. Approval of the request is required prior to submittal of the Fast Track Application and supporting documents.
2. Professional Engineer's Certification:
I,
Rachelle Roberge attest that this application for
(Professional Engineer's name from Application Item III.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, Gravity Sewer
Minimum Design Criteria for Gravity Sewers (latest version), and the Minimum Design Criteria for the Fast -Track Permitting
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 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 143-215.6B, 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.
North Carolina Professional Engineer's seal, signature, and date:
Digitally signed
by Rachelle
Roberge
Date:
2021.06.21
07:43:19 -07'00'
3. Applicant's Certification per 15A NCAC 02T .0106(b):
I,
This item has been digitally signed
and sealed by Rachelle D. Roberge
! P.E. on June 21, 2021 . Printed
copies of this document are not
considered signed and sealed and
the signature must be verified on
any electronic copies.
`........
ss e
011
SEAL r.
• 42922 •
• !N
As; , ....... D�
I'4;
Timothy Loughman, Utility Manager attest that this application for
(Signature Authority's name & title from Application Item 1.3.)
has been reviewed by me and is accurate and complete to the best of my knowledge. 1 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:
62
FORM: FTA 04-16
Page 5 of 5

OF DNA 7-F9 State of North Carolina
`Q� Q Department of Environment and Natural Resources
; r Division of Water Quality
o ° Flow Tracking/Acceptance for Sewer Extension Permit Applications
(FTSE 06-13)
Project Applicant Name: Old North Utility Services, Inc.
Project Name for which flow is being requested: CVWF Sewer Connection
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.
1. Complete this section only if you are the owner of the wastewater treatment plant.
a. WWTP Facility Name: South Harnett Regional WWTP
b. WWTP Facility Permit #: NC0088366
All flows are in MGD
c. WWTP facility's permitted flow 15
d. Estimated obligated flow not yet tributary to the WWTP 5.428
e. WWTP facility's actual avg. flow
f. Total flow for this specific request
g. Total actual and obligated flows to the facility
h. Percent of permitted flow used
6.294
0.007
11.729
78%
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)
Design
Average
Pump Station Firm Daily Flow**
(Name or Capacity,* (Firm / pf),
Number) MGD MGD
CONTACT ONUS FOR
SLS 74
19.5 7.8
(B)
Approx.
Current Avg.
Daily Flow,
MGD
UPSTREAM
5.3
(C) (D)=(B+C) (E)=(A-D)
Obligated,
Not Yet Total Current
Tributary Flow Plus
Daily Flow, Obligated Available
MGD Flow Capacity***
SLS CAP. INFO.
0.086 5.369 2.414
* The Firm Capacity of any pump station is defined as the maximum pumped flow that
can be achieved with the largest pump taken out of service.
** Design Average Daily Flow is the firm capacity of the pump station divided by a peaking
factor (pf) not less than 2.5.
*** A Planning Assessment Addendum shall be attached for each pump station located
between the project connection point and the WWTP where the Available Capacity is < 0.
Page 1 of 6
FTSE 06-13

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 assessment addeilums for which I am the responsible party. Signature of this
form indicates acceptance of this WAstewater flow.
Signing Official Signature
Date
Page 2 of 6
FTSE 06-13

l lvlston of Water Resources
State of North Carolina
Department of Environmental Quality
Division of Water Resources
Flow Tracking/Acceptance for Sewer Extension Applications
(FTSE 04-16)
Entity Requesting Allocation: Old North Utilities Services
Project Name for which flow is being requested: FA-70559-20 CVWF Sewer Connection
More than one FTSE may be requited 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:
b. WWTP Facility Permit #:
c. WWTP facility's permitted flow
d. Estimated obligated flow not yet tributary to the WWTP
e. WWTP facility's actual avg. flow
f. Total flow for this specific request
g. Total actual and obligated flows to the facility
h. Percent of permitted flow used
All flows are in MGD
0.0072
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***
N/A N/A N/A N/A N/A N/A N/A
* The Firm Capacity of any pump station is defined as the maximum pumped flow that
can be achieved with the largest pump taken out of service.
** Design Average Daily Flow is the firm capacity of the pump station divided by a peaking
factor (pf) not less than 2.5.
*** A Planning Assessment Addendum shall be attached for each pump station located
between the project connection point and the WWTP where the Available Capacity is < O.
Downstream Facility Name (Sewer): Old North Utilities Services
Downstream Permit Number: WQCS 00029
Page 1 of 6
FTSE 04-16

III. Certification Statement:
I Timothy Loughman 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 indicates acceptance of this wastewater flow.
rt�
Signing Official Sign
Page 2 of 6
FTSE 04-16

PLANNING ASSESSMENT ADDENDUM (PAA)
Submit a planning assessment addendum for each pump station listed in Section If where Available
Capacity is < 0.
Pump Station (Name or Number):
Given that:
a. The proportion and amount of Obligated, Not Yet Tributary Daily Flow (C) accounts for
% and MGD of the Available Capacity (E) in Pump Station
; and that
b. The rate of activation of this obligated, not yet tributary capacity is currently approximately
MGD per year; and that
c. A funded Capital Project that will provide the required planned capacity, namely
is in design or under construction with
planned completion in ; and/or
d. The following applies:
Therefore:
Given reasonably expected conditions and planning information, there is sufficient justification to
allow this flow to be permitted, without a significant likelihood of over -allocating capacity in the
system infrastructure.
I understand that this does not relieve the collection system owner from complying with G.S. 143-
215.67(a) which prohibits the introduction of any waste in excess of the capacity of the waste
disposal system.
Signing Official Signature Date
Page 3 of6
FTSE 04-16

Instructions for Flow Tracking/Acceptance 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. = 0.515 MGD
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.
Page4of6
FTSE 04-16

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 04-16

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 capital 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 capacity 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 6of6
FTSE 04- l 6

•
• •
• • •
• • • •
SUS
• • • • • Serving Those Who Serve..
Wastewater Lift Station Force Main
Design Calculations
.` 'Ess/'' �/
SEAL
42922
(?)J-1-6
D.
Digitally signed by
�/� Rachelle Roberge
#"`& Date:2021.06.21
07:35:36-07'00'
This item has been digitally signed
and sealed by Rachelle D. Roberge
P.E. on June 21, 2021 . Printed
copies of this document are not
considered signed and sealed and
the signature must be verified on
any electronic copies.
Project Name: Central Vehicle Wash Facility
Location: Fort Bragg, NC
Designed By: Rachelle Roberge
Date: June 21, 2021
GWO No.: 253000317

Wastewater Lift Station Force Main
Project Summary
Project Name: Car Wash Vehicle Facility
Average Daily Flow (gpd): 7,200
Pump Operational Point No. 1 (flow@tdh): 360 gpm at 444 ft TDH
Pump Manufacturer: Ingersol Rand
Model Number: 0987-9054
Impeller Diameter: 9.25
Force Main Diameter (in): 12-inch and 8-inch

Wastewater Flow Calculations
Establishment
Unit Value
(Gal/Day
/Unit)
Unit Type
# of Units
Discharge
GPD
Parks & Rec. - Construction, Hunting, or Work camps with chemical or portable toilets
40
Person
0
I 0
Parks & Rec. - Parks with Restrooms
250
Plumbing Fixture
0
0
Parks & Rec. - Summer camps without food prep or laundry facilitates
30
60
Person
Person
0
0
0
0
Parks & Rec. - Summer camps with food prep and laundry facilitates
Parks & Rec. - Swimming Pools, Bath Houses, Spas
10
Person
0
0
Public Access Restrooms
,-
325
Plumbing Fixture
0
0
Schools - Preschools & Daycares
Schools with Cafeteria, Gym, & Showers
25
15
Person (child+employee)
Student
0
0
0
0
Schools with Cafeteria
12
Student
0
0
Schools without Cafeteria, Gym, & Showers
T 10
Student
0
0
Schools, Boarding
60
Person (student+employee
0
0
Service Stations, Gas Stations
250
Plumbing Fixture
0
0
Car Wash Facilities (if recycling water, see Rule .0235 of 2T regulations)
1200
Bay
6
7,200
Sports Centers - Bowling
50
Lane
0
0
Sports Centers - Fitness, Exercise, Karate, Dance
50
100 sf floor space
0
0
Sports Centers - Tennis, Racquet ball
50
court
0
0
Sports Centers - Gymnasium
50
100 sf floor space
0
0
Sports Centers - Golf Course with only minimal food service
250
60
Plumbing Fixture
Member or Patron
0
0
0
0
Sports Centers - Country Clubs
Sports Centers - Mini Golf, Putt -Putt
250
Plumbing Fixture
0
0
Sports Centers - Go -Kart, Motorcross
250
Plumbing Fixture
0
0
Sports Centers - Batting Cages, Driving Ranges
250
Plumbing Fixture
0
0
Sports Centers - Marinas without Bathhouse
10
Slip
0
0
Sports Centers - Marinas with Bathhouse
Sports Centers - Video Game Arcades, Pool Halls
30
250
Shp
Plumbing Fixture
0
0
0
0
Stadiums, Auditoriums, Theatres, Community Centers
5
Seat
0
0
Stores, Shopping Centers, Malls & Flea Markets:
Auto, Boat, RV dealerships/showrooms with restrooms
125
Plumbing Fixture
0
0
Convenience Stores, with Food Preparation
60
100 sf floor space
0
0
Convenience Stores, without Food Preparation
250 Plumbing Fixture
0
0
Flea Markets
30 Stall
0
0
Shopping Centers and Malls with Food Service
130 1000 sf
100 1000 sf
0
0
Stores and Shopping Centers without Food Service
0
0
Transportation Terminals - Air, Bus, Train, Ferry, Port & Dock
5 Passenger
0
0
Other-
0
Other -
0
Other-
0
Other -
0
From 15A NCAC 02T .0114
Average Daily Flow (gallons per day) 7,200
Actual Measured Flow Data (Source)
Average Daily Flow (gallons per day) N/A

Design Pumping Flow Rate
Peaking Factor Calculation
Service Area Population
Peak Factor =
18 + JP
4+JP
Calculated Peak Factor =
4.5
Design Peak Factor =
4.5
Determine Minimum Pump Rate
Average Daily Flow
7,200
GPD
Peak Flow
32400
GPD
Minimum Pumping Rate Required
23
GPM
Design Pumping Rate
360
GPM
Engineer's Estimate
46 in/year rainfall at Fort Bragg
(46 in/yr / 12 in/ft )* 83,000 sf = 318,166.7 cf/yr
318,166.7 cf/yr * 7.48 gal/cf = 2,379,887 gal/yr
2,379,887 gal/yr / 365 day/yr = 6,520 gpd
6,520 gpd is less than 7,200 gpd (6 car wash bays)
Therefore, using 6 car wash bays is conservative

Cycle Time & Wet Well Geometry
Target Cycles Per Hour
ADF = 5 gpm
Pumping Rate = 360 gpm
Time = 12.5 min.
Target Cycles Per Hour =
Check Cycles Per Hour:
Check Cycles Per Hour:
Existing Wet Well Size - 37 ft x 15 ft
Required Volume =
Existing Wet Well Diameter =
62
26.6
Gallons
Ft
Wet Well is 37 ft x 15 ft which equatest to 26.6 ft diameter
Wet Well Cycle =
Volume in Cycle =
0.5
2077
Vert. Ft
Gallons
Vertical Datum Used:
NAVD 88
Existing Wet Well Invert & Float Elevations
Top Elev =
Wet well Dia. =
262.67
Lowest SS Invert In =
Bottom Invert Elev* =
240.67
240.67
26.6 Ft
Alarm = 247.50
Lag On = 246.00
Lead On = 245.50
Pumps Off = 245.00

Force Main & Piping Design
Off -Site Force Main Data
Design Pump Rate (gpm) =
Select Force Main Size (in) =
Velocity (fps) =
Meets Minimum Velocity Requirement?
Meets Maximum Velocity Requirement?
Required Pump?
Line Length (ft) =
Account for Minor Losses =
360 360
12
8
1.0 2.3
Velocity Must Be Greater Than 2 FPE
OK
Use Non -Clog Pump
409
4,082
5% 5%
Equiv Length (ft) = 429 I
4,286
Equiv Length Total (ft) =I
4,716
Connection Point:
To Existing 8" PVC sewer
Pump Station Piping Data
Design Pump Rate (gpm) =
Pick Wet Well & Valve Vault Piping Size (in) =
Velocity (fps) =
Meets Minimum Velocity Requirement?
Meets Maximum Velocity Requirement?
360
8
2.30
OK > 2 FPS
OK < 8 FPS
Item
Number of Fittings
L/D Ratio
Equivalent Length
45 bend
90 bend
22.5 bend
Branch Tee Flow
Check valve
Plug Valve
16
0.00
1
30
20.00
9
0.00
2
60
80.00
1
135
90.00
1
17
11.33
0.00
0.00
0.00
Equivalent Fitting Length (ft) =
Wet Well & Valve Vault Piping Length (ft) _
Total Equivalent Pump Station Pipe Length (ft) =
Equivalent Off -Site Diameter Length (ft) =
201
201
1448
Total Equivalent Force Main Length (ft) = 6163

Pump Calculations
Force Main Diameter (in) =
12-inch Equivalent Force Main Length (ft) =
Force Main Diameter (in) =
8-inch Equivalent Force Main Length (ft) =
Highest Point on Forcemain (ft) =
Static Head (ft) =
Hazen -Williams C Factor =
Minimum Required Pump Rate (GPM) =
Design Pumping Rate (GPM) =
8
429
12
5734
303.00
58.00
130.00
23
360
GPM
Pressure
Head at
Connection
"All On"
(feet)
Pressure
Head at
Connection
"Only
Proposed
Pump
Station On"
(feet)
Static
Head
(feet)
"All
On"
TDH
(feet)
"Only
Proposed
Pump
Station
On" TDH
(feet)
Velocity
(fps)
Pump
Head
per
Bowl
(feet)
Pump
Head
with 6
Stages
(feet)
0
58.00
N/A
58
0.0
87
522
200
58.00
N/A
63
1.3
80
480
360
58.00
N/A
74
2.3
74
444
400
58.00
N/A
78
2.6
72
432
800
58.00
N/A
128
5.1
54
324
1140
58.00
N/A
194
7.3
32
192
N/A
0
0.0
N/A
0
0.0
Existing Pump Information
Pump Manufacturer:
Model Number:
Impeller Diameter:
Ingersol Rand
0987-9054
9.25

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VTP VERTICAL PUMPS
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December 1, 1993
New Sheet
NPSH REQUIRED
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Ingersoll -Dresser Pump Company
PERFORMANCE

Central Vehicle Wash
March 10, 2021
Freshwater Emergent Wetland
u)
c
■
0
Freshwater Forested/Shrub Wetland
Estuarine and Marine Deepwater
Freshwater Pond
Estuarine and Marine Wetland