WQ0044978_Application (FTSE)_20240212

::WithersRavenel
Our People. Your Success
115 MacKenan Drive
Cary, NC 27511
t: 919.469.3340 1 f: 919.467.6008
TO: DWQ Fast Track Permitting Unit
3800 Barrett Drive
Raleigh, NC 27609
WE ARE SENDING YOU THE FOLLOWING ITEMS-
0 Attached ❑ Under Separate Cover Via
❑ Shop Drawings ❑ Prints O Plans
❑ Copy of Letter ❑ Change Order ❑ Disk
Letter otj-p�nsmittalAy
DEC - 5 20B
12/04/2023 ••• • 23_0500
Fast Track Permitting Unit
Southern Oaks Gravity Sewer Outfall - Rasa ll
Fast Track Sewer Application
❑ Samples ❑ Specifications
❑ Other
COPIES•
2
Cover Letter
2
Fully Executed and sealed FTA Application (one original and one copy)
2
Fully Executed USE form from Harnett County
2
Fully Executed FTSE form from Town of Fuquay-Varina
2
USGS Quad Site Map
2
Aerial Site Map
1
Application Fee for $600.00
THESE ARE TRANSMITTED as checked below:
® For approval ❑ Approved as submitted
❑ For your use ❑ Approved as noted
❑ As requested ❑ Returned for corrections
❑ For review and comment
❑ For bids due
REMARKS:
COPYTO-
0 Resubmit copies for approval
❑ Submit copies for distribution
❑ Return corrected prints
❑ Other
❑ Prints returned after loan to us
Please see attached Fast Track Sewer Application for Southern Oaks Gravity Sewer Outfall
Phase II oroiect.
Town of FuguayVarina, NC SIGNED. Clark Maness
RECEIVED.
If enclosures are not as noted, kindly notify us at once.

■0 NCDe�t of Frv:10t?t.tentai
�G�,i:ty
N/ WithersRavenel
Our People. Your Success.
December 4, 2023 DEC - 5 2023
Division of Water Resources
3800 Barrett Drive Ralet-.;� Rcg ona€ ().`fiCC
Raleigh, North Carolina 27609
[phone]
[phone] Fax
RE: WR Project #23-0500
Town of Fuquay - Varina
Southern Oaks Gravity Sewer Outfall - Phase II DWQ Sewer Fast Track Application Submittal
To Whom it May Concern:
Please find enclosed a sewer Fast Track Application package for the Fuquay-Varina Southern Oaks Gravity
Sewer Outfall - Phase II project. The project consists of the installation of approximately 6,600 linear feet
(LF) of 18-inch gravity sewer and 1,380 LF of 12-inch gravity sewer generally parallel to Kenneth Creek from
just north of Phelps West Road to the existing Southern Oaks Pump Station off of Wagstaff Road. The
project also consists of re-routing existing sewer to the new outfall with approximately 40 LF of 8-inch
gravity sewer and 48 LF of 18-inch gravity sewer.
The proposed gravity sewer is to be installed using open -cut and dry bore and jack methods. The project
meets all required setbacks, separations, and all gravity sewer minimum design criteria. When the gravity
sewer is installed the Hwy 42 No. 2 Pump Station will be decommissioned. All above -grade structures and
electrical gear at the pump station will be removed and all below -grade structures at the pump station will
be demolished/filled with No. 57 stone. The existing force main will be flushed/cleaned with water,
abandoned in place, and capped on both ends with grout/flowable fill.
An erosion and sedimentation control plan has been submitted for this project to the NCDEQ Raleigh
Regional Office for review and approval. We anticipate having full approval and an NCG01 Certificate of
Coverage no later than 1/2/2024. A US Army Corp of Engineers (USACOE) NWP 58 notification letter has
been submitted to the USACOE for this project for review and approval. We anticipate having full approval
no later than 1/2/2024. All other required permits (NCDOT encroachments agreements, Duke Energy
encroachment agreements, local floodplain development permits, etc.) will also be acquired no later than
1/2/2024.
Attachments include:
1. Fully executed and sealed FTA application
2. Fully executed FTSE forms from Town of Fuquay-Varina and Harnett Regional Water
3. Application Fee for total of $600.00
4. Site Maps
Should you have any questions, please contact me at 919-535-5213 or at [e-mail].
WiLhersRavenel
J. Clark Maness, PE
Design Manager
115 MacKenan Drive Cary NC 27511
t: 828.255,0313 1 f: 828.348,5354 1 www.withersravenel corn I License No. F-1479
Asheville I Cary I Charlotte I Greensboro I Pittsboro I Raleigh I Southern Pines I Wilmington

State of North Carolina
Department of Environmental Quality
DWR Division of Water Resources
FAST TRACK SEWER SYSTEM EXTENSION APPLICATION
Division of Water Resources INSTRUCTIONS FOR FORM: FTA 10-23 & 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 IS N AC2T and the Division's
Minimum Design Criteria (Gravin. Sewer & Pumn Stations/Force Mains) and that plans, specifications and supporting documents
have been prepared in accordance with 15A NCAC 2 A NCACp2T.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 IAA NCAC 02T .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 'r�-AC 92T,0.301,
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 maybe 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, number of homes 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 $600.00, dated no more than 90 days prior to application submittal.
➢ Payable to North Carolina Department of Environmental Quality (\CDEQ)
D. Fast Track Application (Required for All Application Packages, Form FTA 10-23):
® 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 C'ao1ina Cr+G1ar - of Stale.
❑ If the Applicant Type in item I.2 is a partnership or d/bia, enclose a copy of the certificate filed with the Register of Deeds in
the county of business.
® The Project Name in Item 11.1 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. F.ngincer.
® The Applicant's Certification on Page 5 of the application shall be signed in accordance with 15A NCAC 02T .0106{ b1. 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 10-23 & SCPPOR'[ ING DOCUMENTATION Page I of 3

E. Flow Tracking/Acceptance Form (Form: FTSE 10-23) (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 1 I -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 addedlmodified). 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{hy 11, 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 15(a)1 1 F 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 Forth Carolina t'tilitiesCoimmission's Waicr and Scwcr Division Public SEalf 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 .01.I5ici, submit the properly executed Operational AgreementAJFORM:_H�.
ElPer 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 .01 15(b), submit the properly executed Operational Agreement ( FORM: DEV).
!'or more information, visit the Division's collection systems ii ebsile
INSTRUCTIONS FOR FORM: FTA 10-23 & 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
Alexander, Cabarrus, Catawba, Cleveland,
Mooresville Regional Office
610 E. Center Avenue
Water Quality Section
Mooresville, North Carolina 28115
Gaston, Iredell, Lincoln, Mecklenburg, Rowan,
[phone]
Stanly, Union
[phone] Fax
3800 Barrett Drive
Raleigh Regional Office
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, Pasquolank,
[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
Winston-Salem Regional Office
450 W. Hanes Mill Road
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 10-23 & 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
Dlvlsion of Water Resources FTA 10-23 & SUPPORTING DOCUMENTATION
Application Number: t VC04�(q-7 D (to be completed by DWR) DEC - 5 2023
All items must be completed or the application will be returned
I. APPLICANT INFORMATION:
1. Applicant's name: Town of Fuquav-Varina (company, municipality, HOA, utility, etc.)
2. Applicant type: ❑ Individual ❑ Corporation ❑ General Partnership ❑ Privately -Owned Public E ltility
❑ Federal ❑ State. -County ® Municipal ❑ Other
3. Signature authority's name: Michael Wagner per 15A NCAC 02T .0106(b)
Title: Public Utilities Director
4. Applicant's mailing address: 134 N. Main Street
City: Fu u�Varina State: NC Zip: 27526
5. Applicant's contact information:
Phone number: [phone] Email Address: [e-mail]
11. PROJECT INFORMATION:
1. Project name: Southern Oaks Gravity Sewer OutfalI - Phase 11
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: 35.566667•- Longitude:-78.809751
5. Parcel ID (if applicable): See attached list of affected parcels (or Parcel ID to closest downstream sewer)
III. CONSULTANT INFORMATION:
1. Professional Engineer: J. Clark Maness License Number: 047235
Firm: WithersRavenel
Mailing address: 1 ] 5 MacKenan Drive
City: CAry State: NC Zip: 27511-_
Phone number: (90) 535-5213 Email Address: [e-mail]
IV. WASTEWATER TREATMENT FACILITY (WWTF) INFORMATION:
1. Facility Name: North Harnett Regional WWTF Permit Number: NCO021636
Owner Name: Harnett Regional Water
V. RECEIVING DOWNSTREAM SEWER INFORMATION: VILWGLv^1 '�-h
1
I. Permit Number(s): WQWaiting on Phase I gravity sewer permit. E-.ventual receiving downstream sewer is 36-inch �b E0MB1TL 8
2. Downstream (Receiving) Sewer Information: 24 inch Z Gravity Force Main
3. System Wide Collection System Permit Number(s) (if applicable): WQCS00193 �
Owner Name(s): Town of Fuquav-Varina
FORM: FTA 10-23 Page I of 5 .�
N
-0-

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 ®N?A
2. If the Applicant is a Developer of lots to be sold, has a Developer's Operational Awrccment(FORM: DEVI been attached?
(]Yes []No ®N/A
3. If the Applicant is a Home. -Property Owners' Association, has an HOA?POA Operational AEreementIFORM: HOAI and
supplementary documentation as required by 15A NCAC 02T.0115(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 andior Motels
❑ School 1 preschool f day care ❑ Medical I dental f veterinary facilities ❑ Swimming PooltClubhouse
❑ Food and drink facilities ❑ Church ❑ Swimming PoollFilter Backwash
❑ Businesses? offices! factories ❑ Nursing Home ❑ Other (Explain in Attachment)
5. Nature of wastewater: 100 % Domestic % Commercial % Industrial (See 15A NCAC 02T .0103(20))
If Industrial, is there a Pretreatment Program in effect? ❑ Yes❑ No
6. Has a flow reduction been approved under 15A NCAC 02T .0l 14i 1 ? ® 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 '°
No. of Units
Flow
gal/
GPD
gal/
GPD
gall
GPD
gall
GPD
gall
GPD
gall
GPD
Total
0 GPD
a See 15A NCAC 02T .01 14tb1. {dl_ (eit 11 and (e)(2) for caveats to wastewater design flow rates (i.e. proposed unknown
non-residential development uses; public access facilities located near high public use areas; and residential property
located south or east of the Atlantic Intracoastal Waterway to be used as vacation rentals as defined in G.S_ 42A-4).
b Per 15A NCAC 02T .0l 14(c), design flow rates for establishments not identified [in table 15A NCAC 02T.01 14] shall be
determined using available flow data, water using fixtures, occupancy or operation patterns, and other measured data.
8. Wastewater generated by project: 0 GPD (per 15A NCAC 02T .0114 and G.S_ 143-215,1)
➢ 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): The project includes installation of a new 18" and 12" gravi1y sewer from just north of ex. Hwy 42 No.
22pump station to the ex. Southern Oaks pump station. The Southern Oaks pump station will be decommissioned under Phase
I. The Hwy 42 No. 2 pump station will be decommissioned under this project (PhaseIl). No new flow will be generated.
FORM: FTA 10-23 Page 2 of 5

VII. GRAVITY SEWER DESIGN CRITERIA (If Applicable) - 02T .0305 & MDC (Gravity Sewers):
I. Summarize gravity sewer to be permitted:
Size (inches)
Length (feet)
Material
18
6,648
PVC C900 DR 18
12
1,380
PVC C900 DR 18 &
Ductile Iron Pipe
8
40
PVC C900 DR 18
➢ Section 11 & 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
Vill. PUMP STATION DESIGN CRITERIA (If Applicable) — 02T .0305 & MDC (Puma 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: . j 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) I Length (feet) I 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 2.01 C. Lb. ❑ Grinder Pump ❑ Mechanical Bar Screen ❑ Other (please specify)
6. Power reliability in accordance with 15A NCAC 02T .0305(h)i I):
❑ Standby power source or ❑ Standby pump
D 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 10-23 Page 3 of 5

1X. SETBACKS & SEPARATIONS — (02B .0200 & 15A NCAC 02T .0305(f)):
1. Does the project comply with all separations/alternatives found in 15A NCAC 02T .0305 & W? ® Yes ❑ No
15A NCAC 02T.0305 contains minimum separations that shall be provided for sewers stems:
Setback Parameter*
Separation Required
Storm sewers and other utilities not listed below (vertical)
18 inches
zWater mains (vertical - water over sewer preferred, including in benched trenches)
18 inches
zWater mains (horizontal)
10 feet
Reclaimed water lines (vertical - reclaimed over sewer)
18 inches
Reclaimed water lines (horizontal - reclaimed over sewer)
2 feet
**Any private or public water supply source, including any wells, WS-1 waters of Class I or
Class 11 impounded reservoirs used as a source of drinking water, and associated wetlands.
100 feet
**Waters classified WS (except WS-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(t) yr l�z}lt- see Section XA of this application
* 15A NCAC 02T.0305(g) 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 webtwae
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 separation requirements for situations where separation cannot be met.
No variance is required if the alternative design criteria specified is utilized in design and construction.
4. is the project located in a river basin subject to any State buffer rules? ❑ Yes Basin name: Cape Fear ® No
If yes, does the project comply with setbacks found in the river basin rules per 15A NCAC 02BA2002 ❑ Yes ❑ No
This includes Trout Buffered Streams per 15A NCAC 2B.0202 1�, W e _MA1t.. VQ f
5. Does the project require coverage/authorization under a 404 Nationwidelindividual permits Yes ® No
or 401 Water Quality Certifications? DO R 20 Z 3 16 $F1
D 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 permitscertifications)? ® Yes ❑ No
Per 15A NCAC 02T.0102SI 61, 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 interferencelconflict boxes require a variance approval.
If yes, include an attachment with details for each line, including type (aerial line, size, material, and location).
High priority lines shall be inspected by the permittee or its representative at least once every six -months and
inspections documented per 15A NCAC 02T.0403(a)(5) or the permittee's individual System -Wide Collection permit.
FORM: FTA 10-23 Page 4 of 5

X. CERTIFICATIONS:
1. Does the submitted system comply with 15A NCAC 02T, the Minimum Design Criteria for the Permitting of Pump Stations
and Force Mains (latest version), and the Gravity Sewer Minimum Design, Criteria.{Iegg 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 projects requiring a variance approval may be subject to longer
review times. For projects requiring two or more variances or where the variance is determined by the Division to be a
significant portion of the project, the full technical review is required.
2. Professional Engineer's Certification:
I, J. Clark Maness , attest that this application for Southern Oaks Gravity Sewer Outfall - Phase II
(Professional Engineer's name from Application Item III I ) (Project Name from Application Item Il 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. 1 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 Gravil;, Sewers ( latest version), and the Minimum Desism 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 143-215.613, any person who knowingly makes any false
statement, representation, or certification in any application package shall be guilty of a Class 2 misdemeanor, which may
include a fine not to exceed $10,000, as well as civil penalties up to $25,000 per violation. Misrepresentation of the application
information, including failure to disclose any design non-compliance with the applicable Rules and design criteria, may subject
the North Carolina -licensed Professional Engineer to referral to the licensing board. (21 NCAC 56.0701)
North Carolina Professional Engineer's seal, signature, and date:A
o°fv e
3C3426. o� a
a SEAL r P e
047235 0
e ° e
4G1NEB°°°�°iO°vo
°c44RK ONN6°ii/zo/ o23
3. Applicant's Certification per 15A NCAC 02T .0106(b):
I, Michael Wagner , attest that this application for Southern Oaks Gravity Sewer Outfall - Phase 11
(Signature Authority Name from Application Item 13 ) (Project Name fro-i Application Item 11.1)
attest that this application 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. 1 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 143-215.613, 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.
Signature:
Date: 11/20/2023
FORM: FTA 10-23 Page 5 of 5

NC Dept of Em';i om-n =taI Qttaltty
DEC — 5 2023
State of North Carolina
Department of Environmental Quality
Division of Water Resources
Division of Resources Flow Tracking for Sewer Extension Applications
(FTSE 10-23)
Entity Requesting Allocation: Town of Fuquay-Varina
Project Name for which flow is being requested: Southern Oaks Gray. Sewer Outfall-Ph 2
More than one FTSE may be required for a single project if the owner of the WWT.P is not responsible for all pump
stations along the route of the proposed wastewater, flaw.
1. Complete this section only if you are the owner of the wastewater treatment plant.
a. W WTP Facility Name: North Harnett Regional W WTP
b. W WTP Facility Permit #: NCO021636
All flows are in MGD
c. W WTP facility's permitted flow 7.5
d. Estimated obligated flow not yet tributary to the WWTP 3.328
e. W WTP facility's actual avg. flow 5.375
f. Total flow for this specific request 0.000
g. Total actual and obligated flows to the facility 8.703
h. Percent of permitted flow used l 16.04%*
I1. 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 W WTP:
(A) (B) (C) (D)=(B+C) (E)=(A-D)
Design Obligated,
Pump Pump Average Approx. Not Yet Total Current
Station Station Firm Daily Flow** Current Tributary Fiow Pius
(Name or Permit Capacity, * (Firm! pf), Avg. Daily Daily Flow, Obligated Available
Number) No. MGD MGD Flow, MGD MGD Flow Capacity***
SLS-120 14.4 5.76 3.367 2.378 5.745 0.015
* The Firm Capacity (design slow) 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 < U.
Downstream Facility Name (Sewer): North Harnett Regional W WTP
Downstream Permit Number: NCO021636
Page 1 of 8
FTSE 10-23

11I. Certification Statement:
I Steve Ward, Utilities 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 1I 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.
Signing Official Signature
HRW Director
Title of Signing Official
( I.- 79 — 2 )
Date
*Bids to expand the NHRWWTP treatment capacity were opened November 9, 2023.
Page 2 of 8
FTSE 10-23

NC Dept of,,,rvirc:nl:�e;
DEC - 5 202' State of North Carolina
DV
Department of Environmental Quality
, 'R��` �' IZelo� _ ��.Fat L Division of Water Resources
Division of Water Resources Flow Tracking for Sewer Extension Applications
(FTSE 10-23)
Entity Requesting Allocation: Town of Fu uay-Varina
Project Name for which flow is being requested: Southern Oaks Gray. Sewer Outfall-Ph 11
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: North Harnett Regional WWTP
b. WWTP Facility Permit #: NCO021636
All flows are in MGD
c. WWTP facility's permitted flow 2.600
d. Estimated obligated flow not yet tributary to the WWTP 0.496
e. WWTP facility's actual avg. flow 1.493
f. Total flow for this specific request 0.000
g. Total actual and obligated flows to the facility 1.989
h. Percent of permitted flow used 76.5%
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:
(A)
(B)
(C)
(D)=(B+C) (E)=(A-D)
Design
Obligated,
Pump
Pump
Average
Approx.
Not Yet
Total Current
Station
Station
Finn Daily Flow**
Current
Tributary
Flow Plus
(Name or
Permit
Capacity, * (Firm ;' po,
Avg. Daily
Daily Flow,
Obligated Available
Number)
No.
MOD MOD
Flow, MOD
MOD
Flow Capacity***
* The Firm Capacity (design flow) of any pump station is defined as the maximum pumped flow that can b
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/Neils Creek
Downstream Permit Number: WQCS00193 to WQ0028647
Page 1 of 8
FTSE 10-23

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.
Signing
Public Utilities Director
Title of Signing Official
11 /21 /2023
Date
Page 2 of $
FTSE 10-23

Ntate of North Carolina
Department of Environment
and Natural Resources
Division of Water Quality
Michael F. Easley, Governor
William G. Ross Jr., Secretary
Gregory J. Thorpe, Ph.D., Acting Director
November 7, 2001
Mr. Michael A. Aliway, Assistant Town Manager
Town of Fuquay-Varina
401 Old Honeycutt Road
Fuquay-Varina, North Carolina 27526
Subject:
Dear Mr. Allway:
NCDENR
NORTH CAROLINA DEPARTMENT OF
ENVIRONMENT AND NATURAL RESOURCES
'REC P ill
tgryv Q 82,001
Tom of-vatttvg
Town of Fuquay-Varina
Flow Reduction Approval
Wake County
On September 10, 2001, the Division of Water Quality Non Discharge Permitting Unit received your
flow reduction request for future and present, but not yet tributary, single-family dwellings in the Town of
Fuquay-Varina. The letter requests approval of a residential flow value of 220 GPD/residence for these
dwellings.
The information provided water use information for 2000 and actual daily waste water flow recordings
for their peak month of May. Other supporting data was provided. The evaluation covered 90 homes that are
representative of the subdivisions in Fuquay-Varina in accordance with 15A NCAC 211.0219(l)(3).
Based on the information submitted, the Division hereby approves the use of 75 GPD per bedroom
per dwelling for residential units (225 GPD per three bedroom home) in all applicable non -discharge permit
applications for future sewer line extensions and present, but not yet tributary projects for the Town of Fuquay-
Varina. The Division did note that the average flow per residence in February 2000 was 271 GPD. Regardless
of the adiusted design dailv wastewater flow rate, at no time shali the wastewater flows exceed the effluent
limits defined in the Town's NPDZ S permit for the treatment facility or exceed the capacity of the sewers
downstream of any new sewer extension
Please submit a separate letter to the Raleigh Regional Office that requests flow reductions for
specific previously permitted projects (indicate permit number, vrq1ect name er_mitted flow. new flow
under red tion and the difference between_therm). If you have any questions or comments regarding this
matter, please contact Marie Doldovic at [phone] ext. 371.
Since
L`
f' Gregory J. Thorpe, Ph.D.
cc: Raleigh Regional Office
Flow Reduction File
1617 Mail Service Center. Raleigh, North Carolina 27699-1617 Telephone [phone] Fax [phone]
An Equal Opportunity Affirmative Action Employer 50% recycled/10% post -consumer paper

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Legend
Manholes
WWTPk
I Existing Pump Station
EX. HWY 42 NO.2
PUMP STATION TO BE Ex. Force Main
DECOMMISSIONED
� — Ex. Gravity Sewer
UNDER PHASE II Phase II Gravity Sewer Alignment
• 6C
0$V.
r •
1
Southern Oaks Sewer
Phase H Map
1 Wihersvenel
ir4-r:vi:r-, I AJr-nC r, 1 5�-vcyu'5
1V;VarKgrpnUr I GvyNC 27`11
s vy v aov.3xa0
Noah 4 C U832
aww w 7ks- uaaerr. I car
0 350 700 1,400
Fe>k
1 +rid, = 700 feet
J:%2310500-I' ii;i ,rr Varina Southern 02
jo
0
,
EX. SOUTHERN OAKS
PUMP STATION
DECOMMISSIONED
UNDER PHASE I
CONNECTION TO
SOUTHERN OAKS
PHASE I SEWER
BUILT BEFORE PROJECT
i
inx.. date. 11:'212023 r.:ated by Mille

From: Maness, Clark
To: Michael Wagner; Wilson. Susan A
Subject: [External] RE: Fast Track Sewer Extension Application - Southern Oaks Gravity Sewer Outfall Phase II
(WQ0044978) Additional Information Request
Date: Wednesday, January 17, 2024 1:20:10 PM
Attachments: image001.pnng
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,
Please see my responses below.
1. When we submitted the Fast Track Applications for this project we had been told that we
would not need to submit for a 401/404 permit and that all three phases would fall under an
NWP 58 non -notifying permit. Since we always notify the USACOE and NCDWR of what we
are doing (even if it is an NWP 58) we did state in the narrative that we would be getting
"approval". However, since that time the threatened and endangered species survey came
back and showed that we may be affecting potential habitat for the Atlantic pigtoe mussel
and the tri-colored bat. This kicked us into needing to submit for a 401/404 permit forjust
Phases I & 11. Our impacts on Phase III do not require a 401/404 permit. The 401/404 permit
applications for Phase I & II was submitted on 12/8/2023 and based on correspondence with
NCDWR and USACOE we expect to have approval by 2/8/2024. The DWR permit application
number is 20231689 and the USACOE application number is SAW-2023-02416.
2. We have had a lot of issues finding the correct permit number for the 36-inch outfall. The only
number we found was WQ0015801, which was from an approved permit application for
another relatively new gravity sewer that is a tributary to the 36-inch outfall. We know now
that this number is not correct. If the Raleigh Regional Office does not have the number, then
we request that the permit number for the receiving downstream sewerjust be listed as
"unknown".
3. We are finalizing this map now and will have it to you as soon as possible.
Regards,
Clark Maness, PE
®❑
115 MacKenan Drive I Cary, NC 27511
Office:919.469.3340 1 Direct:919.535.5213
cmaness0withersravenel.com
CONFIDENTIALITY AND NONDISCLOSURE

From: Michael Wagner <[e-mail]>
Sent: Wednesday, January 17, 2024 11:17 AM
To: Wilson, Susan A <[e-mail]>; Maness, Clark <[e-mail]>
Subject: [EXTERNAL] Re: Fast Track Sewer Extension Application - Southern Oaks Gravity Sewer
Outfall Phase II (WQ0044978) Additional Information Request
CAUTION: This email originated from outside of WithersRavenel. Do not click links or open attachments
unless you recognize the sender and know the content is safe.
Susan,
Good morning. Please see me responses below.
#2: Our system wide collection permit is WQCS00193. 1 apologize for not knowing where
the WQ0015801 number came from, as I thought the engineering team had looked that
up and provided. The actual connection portion that the "new" line connects to was
constructed in 2006 when the Kenneth Branch WWTP was taken offline and flow sent to
Harnett County through our shared line. The Town owns, operates, and maintain the 36"
Line to the meter vault, and we have capacity after the vault to the WWTP.
#4: To be clear, there will be no "new" flow that hasn't already been permitted through
other development projects. Current flow and flow not yet tributary was accounted for in
the FTSE, as this project takes two pump stations offline. The flow from those pump
stations will be going through these "new" lines. Elaine Wild has been reviewing an
application for the Holston Subdivision since around August, which doesn't officially
have a permit number yet, but that flow is in my NYT volume. As it was originally
submitted before these applications.
Please let me know if further clarification is needed.
Thanks,
Mike
Michael Wagner 1415 Holland Road
Public Utilities Director Fuquay-Varina, NC 27526
Town of Fuquay-Varina www•fuquay-varina.ora
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From: Wilson, Susan A <[e-mail]>
Sent: Wednesday, January 17, 2024 10:40 AM
To: [e-mail] <[e-mail]>
Cc: Michael Wagner <[e-mail]>
Subject: Fast Track Sewer Extension Application - Southern Oaks Gravity Sewer Outfall Phase II
(WQ0044978) Additional Information Request
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.
Hi Clark —
I've given this application an initial review. I picked up all three phases of the Southern Oaks project
(WQ0044978 and WQ0040249 MOD also), but I'll keep these emails separate. I appreciate our
discussion of these projects on Friday (1/12). If you would answer the following (and I will
add/upload your answers as part of the record for the application). I don't think it is necessary to
revise the existing application, unless you and Michael want to do that.
1. Regarding Part IX.5. You indicated "no" on the requirement for a 404/401. The narrative
indicates you have sought approval of the project through the ACOE. Please provide the
reference number for this.
2. After our discussion on Friday, I believe that it is our understanding that WQ0015801 listed as
the downstream sewer in Part V of the application is incorrect. And at this time, it is unknown
what the reference permit is downstream (just that the receiving line is 36 inch gravity
sewer)? Michael if you can enlighten us further on that — maybe I could find it by a previous
project name.
3. Also during our discussion Friday, you are going to provide a more wholistic map outlining all
3 phases and the force main to be eliminated.
4. Just want to confirm that these projects will be designated as 0 GPD and that Fuquay-Varina
acknowledges that the flow in these lines is accounted for elsewhere? Likely I'll put a special
condition in stating this and Fuquay-Varina will need to submit a modification of this permit to
add additional flow if it is not added through separate permits.

Please provide the above information within 30 days. If additional information/corrected application
is not received within 30 days, your application will be returned, and you will need to resubmit along
with the fee (ref. 15A NCAC 02 T. 010 7(e) (2)].
Thanks also for the information regarding abandonment of the existing facility/lines.
Feel free to contact me if you have any questions. (And likely easiest to reach me via email initially).
Thanks much.
Susan Wilson
Environmental Engineer (Part Time, Temporary)
Water Quality Regional Operations — Raleigh Regional Office
NC Department of Environmental Quality
Office: 91 9-791-4240
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Path: J:\23\0500-Fuquay Varina Southern Oaks Design Build\GIS\Data\SO Sewer Phase 1-III Map 8x11.mxd Date: 1/17/2024 Created By: JWillett

From:
Michael Waaner
To:
Wilson, Susan A; cmaness(cbwithersravenel.com
Subject:
[External] Re: Fast Track Sewer Extension Application - Southern Oaks Gravity Sewer Outfall Phase II
(WQ0044978) Additional Information Request
Date:
Wednesday, January 17, 2024 11:17:21 AM
Attachments:
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Susan,
Good morning. Please see me responses below.
#2: Our system wide collection permit is WQCS00193. 1 apologize for not knowing where
the WQ0015801 number came from, as I thought the engineering team had looked that
up and provided. The actual connection portion that the "new" line connects to was
constructed in 2006 when the Kenneth Branch WWTP was taken offline and flow sent to
Harnett County through our shared line. The Town owns, operates, and maintain the 36"
Line to the meter vault, and we have capacity after the vault to the WWTP.
#4: To be clear, there will be no "new" flow that hasn't already been permitted through
other development projects. Current flow and flow not yet tributary was accounted for in
the FTSE, as this project takes two pump stations offline. The flow from those pump
stations will be going through these "new" lines. Elaine Wild has been reviewing an
application for the Holston Subdivision since around August, which doesn't officially
have a permit number yet, but that flow is in my NYT volume. As it was originally
submitted before these applications.
Please let me know if further clarification is needed.
Thanks,
Mike
"it -haul Wgapnr
Public Utilities Director
Town of Fuquay-Varina
Office:
1415 Holland Road
Fuquay-Varina, NC 27526
www.fuquay-varina.org
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From: Wilson, Susan A <[e-mail]>
Sent: Wednesday, January 17, 2024 10:40 AM
To: [e-mail] <[e-mail]>
Cc: Michael Wagner <[e-mail]>
Subject: Fast Track Sewer Extension Application - Southern Oaks Gravity Sewer Outfall Phase II
(WQ0044978) Additional Information Request
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Hi Clark —
I've given this application an initial review. I picked up all three phases of the Southern Oaks project
(WQ0044978 and WQ0040249 MOD also), but I'll keep these emails separate. I appreciate our
discussion of these projects on Friday (1/12). If you would answer the following (and I will
add/upload your answers as part of the record for the application). I don't think it is necessary to
revise the existing application, unless you and Michael want to do that.
1. Regarding Part IX.5. You indicated "no" on the requirement for a 404/401. The narrative
indicates you have sought approval of the project through the ACOE. Please provide the
reference number for this.
2. After our discussion on Friday, I believe that it is our understanding that WQ0015801 listed as
the downstream sewer in Part V of the application is incorrect. And at this time, it is unknown
what the reference permit is downstream (just that the receiving line is 36 inch gravity
sewer)? Michael if you can enlighten us further on that — maybe I could find it by a previous
project name.
3. Also during our discussion Friday, you are going to provide a more wholistic map outlining all
3 phases and the force main to be eliminated.
4. Just want to confirm that these projects will be designated as 0 GPD and that Fuquay-Varina
acknowledges that the flow in these lines is accounted for elsewhere? Likely I'll put a special
condition in stating this and Fuquay-Varina will need to submit a modification of this permit to
add additional flow if it is not added through separate permits.
Please provide the above information within 30 days. If additional information/corrected application
is not received within 30 days, your application will be returned, and you will need to resubmit along
with the fee [ref. 15A NCAC 02T.0107(e)(2)].
Thanks also for the information regarding abandonment of the existing facility/lines.

Feel free to contact me if you have any questions. (And likely easiest to reach me via email initially).
Thanks much.
Susan Wilson
Environmental Engineer (Part Time, Temporary)
Water Quality Regional Operations — Raleigh Regional Office
NC Department of Environmental Quality
Office: 919-791-4240
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