WQ0040810_Application_20190517

Permit Number W00040810
Program Category
Non -discharge
Permit Type
Gravity Sewer Extension, Pump Stations, & Pressure Sewer Extensions
Primary Reviewer
trent.allen
Coastal SWRuIe
Permitted Flow
40,000
Facility
Central Files: APS _ SWP _
5/17/2019
Permit Tracking Slip
Status
Project Type
Active
New Project
Version
Permit Classification
1.00
Individual
Permit Contact Affiliation
Facility Name Major/Minor Region
PN 80037 ATF Infrastructure Minor Fayetteville
Location Address County
Moore
Owner
Owner Name
Old North Utility Services Inc
Facility Contact Affiliation
Owner Type
Non -Government
Owner Affiliation
Patrick Jennings
PO Box 73316
Dates/Events Fort Bragg NC 28307734
Scheduled
Orig Issue App Received Draft Initiated Issuance Public Notice Issue Effective Expiration
5/17/2019 4/17/2019 5/17/2019 5/17/2019
Regulated Activities Requested /Received Events
Wastewater collection Additional information requested 4/30/19
Additional information received 5/10/19
Outfall
Waterbody Name Streamindex Number Current Class Subbasin

State of North Carolina
DWR
Department of Environmental Quality
Division of Water Resources
15A NCAC 02T .0300 — FAST TRACK SEWER SYSTEM EXTENSION APPLICATION
Division of Water Resources FTA 04-16 & SUPPORTING DOCUMENTATION
Application Number: (to be completed by DWR)
All items must be completed or the application will be returned
I. APPLICANT INFORMATION:
1. Applicant's name: Old North Utility Services. Inc. (company, municipality, HOA, utility, etc.)
2. Applicant type: ❑ Individual ® Corporation ❑ General Partnership ❑ Privately -Owned Public Utility
❑ Federal ❑ State/County ❑ Municipal ❑ Other Hbu l V L%
3. Signature authority's name: Patrick Jennings per 15A NCAC 02T .0106(b) DE (FjVu R
Title: Senior Engineer APR 17 2019
4. Applicant's mailing address: P.O. Box 73316 q I+Vp
City: Fort Bragg State: NC Zip: 28310-3316 WO[ OS T
5. Applicant's contact information: FAYET (tl(! F f E;=!QI�(�( on ICt-
Phone number: 910) 495-1311 Email Address: Patrick Jenningsaasusinc.com
II. PROJECT INFORMATION:
1. Project name: PN 80037 ATF Infrastructure
2. Application/Project status: ® Proposed (New Permit) ❑ Existing PermiVPrcject
If a modification, provide the existing permit number: W000_ and issued date:
If new construction but part of a master plan, provide the existing permit number: W000_
„ 11 1
WELLS HOPE ST TNK
333SHOFES13232
Old North
LOS ANGELES CA 90071-1 dC'o
-UTILITY SERVICES INC. 1124
` a eYenei.�r .LmHU<.n SIC.. U11111 sa < . In< 1210(8)
® ® 630 E FOOTHILL BLVD
• ' • • ' SAN DIMAS CA 917734212. -_ DATE AMOUNT
4/5/19
Pay VOID AFTER 6 MONTHS
FOUR HUNDRED EIGHTY AND
Dollars
To NC DEPT OF ENVIRONMENTAL QUALITY
THE 1606 MAIL SERVICE CENTER
ORDER 512 N SALISBURY STREET
OF RALEIGH NC 27604-1148
Owner Name(s): The Town of Aberdeen
FORM: FTA 04-16 Page 1 of 5

DEQIDVVR
DWR APR 17 2019
State of North Carolina
Department of Environmental Quality
Division of Water Resources
15A NCAC 02T .0300 — FAST TRACK SEWER SYSTEM EXTENSION APPLICATION
Division of Water Resources VVQR TRUCTIONS FOR FORM: FTA 04-16 & SUPPORTING DOCUMENTATION
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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 en_ineering 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 IC .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);
➢ 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
N Required unless otherwise noted
B. Cover Letter (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, 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.
Y 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 Secretary 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 En<zineer.
® The Applicant's Certification on Page 5 of the application shall be signed in accordance with I5A 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 Pagel 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):
R 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 showing general project area.
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):
❑ 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/POA and Developers for lots to be sold):
❑ Home/Property Owners' Associations
❑ Per 15A NCAC 02T .0115(c), submit the properly executed Operational Aereement (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

State of North Carolina
DWR Department of Environmental Quality
Division of Water Resources
15A NCAC 02T .0300 — FAST TRACK SEWER SYSTEM EXTENSION APPLICATION
Division of Water Resources 11 7�FTA 04-16 & SUPPORTING DOCUMENTATION
Application Number: V ' D(to be completed by DWR)
All items must be completed or the application will be returned
I. APPLICANT INFORMATION:
I. Applicant's name: Old North 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: Patrick Jennings per 15A NCAC 02T .0106(b)
Title: Senior Engineer
4. Applicant's mailing address: P.O. Box 73316
City: Fort Bragg State: NC Zip: 28310-3316
5. Applicant's contact information:
Phone number: [phone] Email Address: Patrick.Jennings(a.asusinc.com
II. PROJECT INFORMATION:
1. Project name: PN 80037 ATE Infrastructure
2. Application/Project status: ® Proposed (New Permit) ❑ Existing Permit/Project
If a modification, provide the existing permit number: W000 and issued date:
If new construction but part of a master plan, provide the existing permit number: W000
3. County where project is located: Moore
4. Approximate Coordinates (Decimal Degrees): Latitude: 35.115691' Longitude:-79.363082°
5. Parcel ID (if applicable):
(or Parcel ID to closest downstream sewer)
III. CONSULTANT INFORMATION:
1. Professional Engineer: Patrick Jennings License Number: 020842
Firm: American States Utility Services, Inc.
Mailing address: 903 Armistead St.
City: Fort Bragg State: NC Zip: 28307-7348
Phone number: [phone] Email Address: Patrick.Jennings(ailasusinc.com
IV. WASTEWATER TREATMENT FACILITY (WWTF) INFORMATION:
1. Facility Name: Moore County Water Pollution Control Plant Permit Number: NC 0037508
Owner Name: Moore County Public Utilities
V. RECEIVING DOWNSTREAM SEWER INFORMATION (if different than WWTF):
1. Permit Number(s): WQCS00245
System Wide Collection System Permit Number(s) (if applicable): WQCS_
Owner Name(s): The Town of Aberdeen
FORM: FTA 04-16 Page l of 5

V1. GENERAL REQUIREMENTS
1. If the Applicant is a Privately -Owned Public Utility, has a Certificate of Public Convenience and Necessity been attached?
❑ Yes [-]No MN/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 MN/A
3. If the Applicant is a Home/Property Owners' Association, has an Operational Agreement (FORM: HOA) been attached?
❑ Yes ❑No MN/A
4. Origin of wastewater: (check all that apply):
❑ Residential 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 M Other (Explain in Attachment)
5. Nature of wastewater : 100 % Domestic/Commercial % Commercial
% Industrial (See 15A NCAC 02T .0103(20))
�Is there a Pretreatment Program in effect? ❑ Yes M No
6. Hasa flow reduction been approved under 15A NCAC 02T .0114()? ❑ Yes M No
➢ If yes, provide a copy of flow reduction approval letter
7. Summarize wastewater generated by project:
Establishment Type (see 021.0I14(fl1
Daily Design Flow 's
No. of Units
Flow
Business - General & Office
gal/
See Flow
Justification
Document
40,000 GPD
gal/
GPD
gal/
GPD
gal/
GPD
gal/
GPD
gal/
GPD
Total
40,000 GPD
a See 15A NCAC 02T .0114(b). (d). (e)(1) 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. 42A-4).
b Per 15A NCAC 02T .0114(c), design flow rates for establishments not identified [in table 15A NCAC 02T.01141 shall be
determined using available flow data, water using fixtures, occupancy or operation patterns, and other measured data.
8. Wastewater generated by project: 40 000 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
❑ Flow has already been allocated in Permit Number:
❑ Rehabilitation or replacement of existing sewer with no new flow expected
❑ Other (Explain):
FORM: ETA 04-16 Page 2 of 5

FORM: FTA 04-16 Page 3 of 5

VII. GRAVITY SEWER DESIGN CRITERIA (If Applicable) - 02T .0305 & MDC (Gray iti Sewers):
1. Summarize gravity sewer to be permitted:
Size (inches) Length (feet) Material
8 864 PVC
➢ Section II & ID of the MDC for Permitting of Gravity Sewers contains information related to design criteria
➢ Section DI 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 & NIDC (Pump Stations/Force Nlains):
COMPLETE FOR EACH PUMP STATION INCLUDED IN THIS PROJECT
1. Pump station number or name: ATF Lift Station
2. Approximate Coordinates (Decimal Degrees): Latitude: 35.115691' Longitude:-79.363082'
3. Design flow of the pump station: 0.37 millions gallons per day (firm capacity)
4. Operational point(s) of the pump(s): 260 gallons per minute at 208 feet total dynamic head (TDH)
5. Summarize the force main to be permitted (for this Pump Station):
Size (inches)
Length (feet)
Material
6
11,271
PVC
6
100
DIP
6. Power reliability in accordance with 15A NCAC 02T .0305(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)(1)(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 4 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(f) & (e)
➢ 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 02 1.0.05(_) contains alternatives where separations in 02T.0305(t) cannot be achieved.
➢ **Stream classifications can be identified using the Division's NC Surface Water Classifications webpage
➢ If noncompliance with 02T.0305(f) or (s), see Section X of this application
2. Does the project comply with separation requirements for wetlands? (50 feet of separation) ® Yes ❑ No
➢ 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 all setbacks found in the river basin rules per 15A NCAC 02B .0200? ® Yes ❑ No
➢ This would include Trout Buffered Streams per I5A NCAC 213.0202
4. Does the project comply with an individual 404 Permit or any 401 Certifications? ® Yes ❑ No
➢ Wetland -related permits shall be requested, obtained, and adhered to for projects that impact wetlands or surface waters
➢ Information can be obtained from the 401 & Buffer Permitting Branch
5. Does project comply with 15A NCAC 02T.0 I 05(c)(6) (additional permits/certifications)? ® Yes [-]No
Per 15A 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
➢ 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 5 of 5

X. CERTIFICATIONS:
1. Does the submitted system comply with 15A NCAC U?T, the Minimum Design Criteria for the Permitting of Pump Stations
and Force Mains (lateu version), and the Gravity Surer Minimum Design Criteria (latest version) as applicable?
I�O�M=
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:
that this application for
(Professional Engineer's name from Application Item III.).)
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: %%* C A /Yo iioG
��� Lt; •F _SS/p•.
�O ,
Date: Z'z SEAL
„ 2019.04.11 i 20842
%�'•( Qi
10:19:09 � y •.• � ; �.
-04'00'
C.
3. Applicant's Certification per 15A NCAC 02T .0106(b):
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. 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:
2019.04.11
10:17:48-04'00'
Date:
FORM: FTA 04-16 Page 6 of 5

•.ASUS
• . aerving Th.s. Wno serve.
Project Name: PN 80037 ATF Infrastructure
ATF Training Facility Flow Calculations
A lift station with a firm capacity of 260 gpm or 0.37 MGD will be constructed at the south east
perimeter of the Aberdeen Training Facility to service new development with a future build out flow
rate of 40,000 GPD. This average daily flow rate was provided by the United States Army Corps of
Engineers and is based on the study produced by AH Environmental Engineering, PC titled Verification
Study by A-E: Composite Sampling, Flow Analysis, and Ultimate Wastewater Disposal Alternative
Evaluation, July 1017.
Pump and force main sizing calculations based on an average daily flow rate of 40,000 GPD are provided
as an attachment to this application.
Old North Utility Services, Inc.
P.O. Box 73316, Fort Bragg, NC 28307
Tel: [phone] Fax: [phone]

State of North Carolina
Department of Environmental Quality
Division of Water Resources
oh Is of Watof R, ,out 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: PN 80037 ATF Infrastructure
More than one FTSE maybe required for a single project if the owner of the IVWTP 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 #:
A1/ flows are in MGD
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 0.04
g. Total actual and obligated flows to the facility
h. Percent of permitted flow used
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***
PS #7 0.57 0.23 0.016 0.04 0.056 0.17
* 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): Town of Aberdeen
Downstream Permit Number: WQCS00245
Page 1 of 6
FTSE 04-16

III. Certification Statement:
I Harold M. Watts III, PW Director 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.
Signing Official Signature
4/9/2019
Date
Page 2 of 6
FTSE 04-16

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Go
ASUS •.
April 10, 2019
NCDENR-DWQ
Fayetteville Regional Office
225 Green Street, Suite 714
Fayetteville, NC 28301
REGEiVED
DEQIDWR
APR 17 2019
WQROS
FAYETTEVILI.E REGIONALOFFIC E
RE: PN 80037—ATF Infrastructure
Fast Track Application for Gravity Sewer Extension
Moore County, North Carolina
We are providing the enclosed information for the permitting of new sewer infrastructure to
service new development on the Fort Bragg Aberdeen Training Facility located in Moore County. The
average daily flow rate for the new sewer infrastructure is 40,000 GPD and is the expected flow from the
new development at build out. Wastewater generated by this development will be conveyed to a
downstream collection system owned by the Town of Aberdeen, and eventually be accepted and
treated by the Moore County Water Pollution Control Plant. This project includes the construction of
864-linear feet of 8-in gravity sewer, a lift station with a firm capacity of 0.37 MGD, and 11,371 linear
feet of 6-in forcemain.
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
• Flow Justification and Lift Station Calculations
• Flow Tracking/Acceptance Forms
Thank you for your consideration in this matter. If you require further information, please do not
hesitate to contact me at [e-mail] or [phone].
Sincerely,
2019.04.11
10:16:52-04'00'
Patrick Jennings, PE
Senior Engineer
Old North Utility Services, Inc.
P.O. Box 73316, Fort Bragg, NC 28307
Tel: [phone] Fax: [phone]

i American States
�.�. Utility Services, Inc.
• • • • A Subsidiary of American States Water Company
TO: NCDEQ - DWR
225 Green Street Suite 714
Fayetteville, NC 28301
ATTENTION: Trent Allen
LETTER OF TRANSMITTAL
DATE: April 12, 2019
PROJECT NO: PN 80037
TASK
NO:
RE: Patrick Jennings
TRANSMITTAL NO: 01
PAGE 1 OF 1
WE ARE SENDING: ❑ Originals ❑ Prints ❑ Shop Drawings ❑ Samples
❑ Specifications ❑ Calculations ® Other — Permit Application
Quantity
Date
Description
2
4/12/2019
Fast Track Sewer Permit Application Package
1
4/12/2019
Check
® For approval ❑ Approved as submitted ❑ Resubmit _ copies for approval
❑ For your use ❑ Approved as noted ❑ Submit _ copies for distribution
❑ As requested ❑ Returned for corrections ❑ Return _ corrected prints
❑ For review and comment ❑
REMARKS:
CC: Shay Coombs
American States Utility Services, Inc.
903 Armistead Street
Fort Bragg, NC 28307