WQ0044908_Application (FTSE)_20240212

40 WithersRavenel Letter of Transmittal
NOOur People. Your 5uccess.
115 MacKenan Drive 7VCDCPtof-Enviicf7f;,e;fia1 QUrj};"
Cary, NC 27511
t: 919.469.3340 1 f: 919.467.6008
-Raieig
TO: DWQ Fast Track Permitting Unit
3800 Barrett Drive
Raleigh, NC 27609
11/09/2023 ••• • 23-0500
rFast Track Permitting Unit
WE ARE SENDING YOU THE FOLLOWING ITEMS;
ID Attached ❑ Under Separate Cover Via
❑ Shop Drawings ❑ Prints r' Plans
❑ Copy of Letter ❑ Change Order r Disk
Southern Oaks Gravity Sewer Outfall - Phase I
Fast Track Sewer Application
❑ Samples ❑ Specifications
❑ Other
2
Cover Letter
2
Fully Executed and sealed FTA Application (one original and one copy)
2
Fully Executed FTSE 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
❑ Resubmit copies for approval
❑ Submit copies for distribution
❑ Return corrected prints
❑ Other
❑ Prints returned after loan to us
REMARKS: Please see attached Fast Track Sewer Application for Southern Oaks Gravity Sewer Outfall -
Phase I project.
COPY TO: /J J
TOj,.l0 Of I U AEl Ri `VARINr, SIGNED: Clark Maness L/!/
RECEIVED:
If enclosures are not as noted, kindly notify us at once.

■r
Mi/ WithersRavenel
Our people. Your Success.
November 8, 2023
NC Dept OI 'nvirollr;1e�1lal Quality
Nov 9 - 2023
Division of Water Resources
3800 Barrett Drive Ral'i h 0 i0
Raleigh, North Carolina 27609®#�rC,r
[phone]
[phone] Fax
RE: WR Project #23-0500
Town of Fuquay - Varina
Southern Oaks Gravity Sewer Outfall - Phase I 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 I project. The project consists of the installation of approximately 8,683 linear feet
(LF) of 24-inch gravity sewer and 1,515 LF of 12-inch gravity sewer generally parallel to Kenneth Creek from
the existing Southern Oaks Pump Station off SR1100 (Wagstaff Road) to an existing 36-inch gravity sewer
outfall (WQ15801) south of SR2772 (Bowling Road).
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 Southern Oaks 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].
WithersRavenel
I Clark Maness, PE
Design Manager
424 Gallimore Dairy Road, Suite C. Greensboro, NC 27409
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

I1iD,1' State of North Carolina
Department of Environmental Quality
DWR Division of Water Resources
FAM RACK 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 15A NCAC 02T and the Division's
Minimum Design Criteria (Gravitw Scwcr & Pump Statjons- Faro Mains) and that plans, specifications and supporting documents
have been prepared in accordance with 15A NCAC 02T, 15A NCAC 02T .0300, Division policies, and good eneineerinc 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 immediately available upon request by the Division.
Projects that are deemed permitted (do not require a permit from the Division) are explained in l5A NCAC 02T.0303.
Projects not eligible for review via the fast track process (must be submitted for full technical review):
➢ Projects that do not meet any part of the minimum design criteria (MDC) documents;
➢ Projects that involve more than one variance from the requirements of 15A NCAC 02T;
➢ Pressure sewer systems utilizing simplex septic tank -effluent pumps (STEPS) or simplex grinder pumps;
➢ Simplex STEP or simplex grinder pumps connecting to pressurized systems (e.g. force mains);
➢ Vacuum sewer systems.
General - When submitting an application, please use the following instructions as a checklist in order to ensure all required items are
submitted. Adherence to these instructions and checking the provided boxes will help produce a quicker review time and reduce the
amount of requested additional information. Failure to submit all required items will necessitate additional processing and review
time, and may result in return of the application. Unless otherwise noted, the Applicant shall submit one original and one copy of
the application and supporting documentation.
A. One Original and One Copy (second copy may be digital) of Application and Supporting Documents
® Required unless otherwise noted. Signatures on original must be "wet ink" or secure digital signatures.
Please do not submit engineering design plans with the application unless specifically requested.
B. Cover Letter/Narrative Description (Required for All Application Packages):
® List all items included in the application package, as well as a brief description of the requested permitting action.
➢ Be specific as to the system type, 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 (NCDEQ)
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 Carolina Secreta of State.
❑ If the Applicant Type in Item I.2 is a partnership or dlb. a, enclose a copy of the certificate filed with the Register of Deeds in
the county of business.
® The Project Name in Item H.I shall be consistent with the project name on the flow acceptance letters, agreements, etc.
® The Professional Engineer's Certification on Page 5 of the application shall be signed, sealed and dated by a North Carolina
licensed Professional Engineer.
® The Applicant's Certification on Page 5 of the application shall be signed in accordance with 15A NCAC 02T .0106fb1. 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 & SUPPORTING DOCUMENTATION Page 1 of

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 (Ail Application Packages):
® Submit an 8.5-inch x 11-inch color copy of a USGS Topographic Map of sufficient scale to identify the entire project area,
including the closest surface waters.
➢ General location of the project components (gravity sewer, pump stations, & force main)
➢ Downstream connection points and permit number (if known) for the receiving sewer
® Include an aerial location map showing general project area (such as street names or latitude::Iongitude) so that Division staff
can easily locate it in the field.
G. Existing Permit (Application Packages for Modifications to an Existing Permit):
❑ Submit a copy of the most recently issued existing permit.
❑ Include a descriptive and clear narrative identifying the previously permitted items to remain in the permit, items to be
added, and/or items to be modified (the application form itself should include only include items to be added/modified). The
narrative should also include whether any previously permitted items have been certified.
❑ The narrative should clearly identify the requested permitting action and accurately describe the sewers to be listed in
the final permit.
H. Power Reliability Plan (Required if portable reliability option utilized for Pump Station):
❑ Per 15A NCAC 02T .0305(hX I , 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) 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/Properly Owners' Associations
❑ Per 15A WAC 02T .0I I51c1, submit the properly executed Opp ational A�recment FORM HOAi.
❑ 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 .01 i 5(b.;, submit the properly executed O a� erational A =rE eement.f.FORK DEV i.
For more information, visit the Division's collection systems uvelysttc
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
Mooresville Regional Office
610 E. Center Avenue
Alexander, Cabarrus, Catawba, Cleveland,
Water Quality Section
Mooresville, North Carolina 28115
Gaston, Iredell, Lincoln, Mecklenburg, Rowan,
[phone]
Stanly, Union
[phone] Fax
Raleigh Regional Office
3800 Barrett Drive
Chatham, Durham, Edgecombe, Franklin,
Water Quality Section
Raleigh, North Carolina 27609
Granville, Halifax, Johnston, Lee, Nash,
[phone]
Northampton, Orange, Person, Vance, Wake,
[phone] Fax
Warren, Wilson
Washington Regional Office
943 Washington Square Mall
Beaufort, Bertie, Camden, Chowan, Craven,
Water Quality Section
Washington, North Carolina 27889
Currituck, Dare, Gates, Greene, Hertford, Hyde,
[phone]
,cones, Lenoir, Martin, Pamlico, Pasquotank,
[phone] Fax
Perquimans, Pitt, Tyrrell, Washington, Wayne
Wilmington Regional Office
127 Cardinal Drive Extension
Brunswick, Carteret, Columbus, Duplin, New
Water Quality Section
Wilmington, North Carolina 28405
Hanover, Onslow, Pender
[phone]
[phone] Fax
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 NOV 9 _ np Division of Water Resources
l FAST TRACK SEWER SYSTEM EXTENSION APPLICATION
Division of Water Resources Xglei i FTA 10-23 & SUPPORTING DOCUMENTATION
Application Number: tL)0 UO g4ROB (to be completed by DWR)
All items must be completed or the application will be returned
I. APPLICANT INFORMATION:
1. Applicant's name: Town of Fu ua -Varina (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: Michael Wagner per 15A NCAC 02T .0106(b)
Title: Public Utilities Director
4. Applicant's mailing address: 134 N. Main Street
City: Fuauav-Varina State: NC Zip: 27526-
5. Applicant's contact information:
Phone number: (2U9 567-3911 Email Address: mwagnerafuguay-varina.org
II. PROJECT INFORMATION:
1. Project name: Southern Oaks Gravity Sewer Outfall - Phase I
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: [phone] Email Address: cmaness(@,withersravenel.com
IV. WASTEWATER TREATMENT FACILITY (WWTF) INFORMATION:
1. Facility Name: North Harnett Regional WWTF
Owner Name: Harnett R^gionaI Water
Permit Number: NCO021636
V. RECEIVING DOWNSTREAM SEWER INFORMATION: j 1
1. Permit Numbers:1 (JtJjlJAt' AJ S;2r_
2. Downstream (Receiving) Sewer Information: 36 inch 0 Gravity .71 Force Main
3. System Wide Collection System Permit Number(s) (if applicable): WQCS00193
Owner Name(s): Town of Fuquay-Varina
FORM: FTA 10-23 Page 1 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 ® N/A
2. If the Applicant is a Developer of lots to be sold, has a Developer's Operational Agreement (FORM. DES been attached?
❑ Yes ❑ No ® N/A
3. If the Applicant is a Home/Property Owners' Association, has an HOA POA Operational Agreement (FORM, HOA) and
supplementary documentation as required by 15A NCAC 02T.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 and/or Motels
❑ School.` preschool I day care ❑ Medical dental : veterinary facilities ❑ Swimming Pool/Clubhouse
❑ Food and drink facilities ❑ Church ❑ Swimming PoollFilter Backwash
❑ Businesses offices I factories ❑ Nursing Home ❑ Other (Explain in Attachment)
5. Nature of wastewater: 100 °.o Domestic % Commercial ..... % Industrial (See 15A NCAC 02T .0103t 20))
If Industrial, is there a Pretreatment Program in effect? ❑ Yes ❑ No
6. Hasa flow reduction been approved under 15A NCAC 02T _01 14(_I)? ®Yes ❑ No
➢ If yes, provide a cony of flow reduction approval letter with this application
7. Summarize wastewater generated by project:
Establishment Type (see 02T.0114(f))
Daily Design Flow 0
No. of Units
Flow
gal/
GPD
gal/
GPD
gall
gale
GPD
GPD
gal.'
GPD
gal;'
GPD
Total
0 GPD
a See 15A NCAC 02T _01 14(b), Id;;, (e)(1) and (e)I2) 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 .0114(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 nroiect consists of the installation of a new 24" gravity sewer from the ex. Southern Oaks numn
station to the ex. 36" outfall (WQ15801). The Southern Oaks pump station will W decommissioned upon completion. Na
new flow will beenerated.
FORM: FTA 10-23 Page 2 of 5

VII. GRAVITY SEWER DESIGN CRITERIA (If Applicable) - 02T .0305 & MDC (Gra-0ty Se-,,*-ers):
1. Summarize gravity sewer to be permitted:
Size (inches)
Length (feet)
Material
24
8,683
PVC C900 DR 18
12
1,515
PVC C900 DR 18
➢ Section II & III of the MDC for Permitting of Gravity Sewers contains information related to design criteria
➢ Section III contains information related to minimum slopes for gravity sewer(s)
➢ Oversizing lines to meet minimum slope requirements is not allowed and a violation of the MDC
VIII. PUMP STATION DESIGN CRITERIA (If Applicable) — 02T .0305 & MDC (Pump Stations! Force Mains):
PROVIDE A SEPARATE COPY OF THIS PAGE FOR EACH PUMP STATION INCLUDED IN THIS PROJECT
1. Pump station number or name:
2. Approximate Coordinates (Decimal Degrees): Latitude: Longitude: - _
3. Total number of pumps at the pump station:
3. Design flow of the pump station: millions gallons per day (firm capacity)
➢ This should reflect the total GPM for the pump station with the largest pump out of service.
4. Operational point(s) per pump(s): gallons per minute (GPM) at feet total dynamic head (TDH)
5. Summarize the force main to be permitted (for this Pump Station):
Size (inches) Length (feet) Material
If any portion of the force main is less than 4-inches in diameter, please identify the method of solids reduction per
MDCPSFM Section 2.01 C. Lb. ❑ Grinder Pump ❑ Mechanical Bar Screen ❑ Other (please specify)
6. Power reliability in accordance with 15A NCAC 02T .03051, i)�I):
❑ Standby power source or ❑ Standby pump
➢ Must have automatic activation and telemetry - 15A NCAC 02T.0305(h)(1)(B).
➢ Required for all pump stations with an average daily flow greater than or equal to 15,000 gallons per day
➢ Must be permanent to facility and may not be portable
Or if the pump station has an average daily flow less than 15,000 gallons per day 15A NCACO2T.0305(h)(1)(C):
❑ Portable power source with manual activation, quick -connection receptacle and telemetry -
or
❑ Portable pumping unit with plugged emergency pump connection and telemetry:
➢ Include documentation that the portable source is owned or contracted by the applicant and is compatible with the station.
➢ If the portable power source or pump is dedicated to multiple pump stations, an evaluation of all the pump stations' storage
capacities and the rotation schedule of the portable power source or pump, including travel timeframes, shall be provided
as part of this permit application in the case of a multiple station power outage.
FORM: FTA 10-23 Page 3 of 5

IX. SETBACKS & SEPARATIONS - (02B .0200 & 15A NCAC 02T .0305(f)):
1. Does the project comply with all separations/alternatives found in I SA NCAC 02T .0305 t & , ? ® Yes [:]No
15A NCAC 02T.0305(f) contains minimum separations that shall be provided for sewer systems:
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-I waters of Class I or
Class Il 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(fti1L(grj, see Section X.1 of this application
* 15A NCAC 02T.0305 ,) contains alternatives where separations in Q2T.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 wcbi_1a�c
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 ❑ NIA
➢ Please provide supplementary information identifying the areas of non-conformance.
➢ See the Division's draft separation re uirements 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: Cane Fear ® No
If yes, does the project comply with setbacks found in the river basin rules per 15A NCAC 02B .0200? ❑ Yes ❑ No
➢ This includes Trout Buffered Streams per 15A NCAC 213_0202
p9lfi�
5. Does the project require coveragelauthorization under a 404 Nationwideindividual permits -Yes ® No
or 401 Water Quality Certifications? VW A 2.02113 t b�fl
➢ Please provide the permit numberfpermitting status in the cover letter if coverage..authorization is required.
6. Does project comply with 15A NCAC 02T_01 05(c)(6) (additional permitsicertifications)? ® Yes [:]No
Per 15A NCAC 02T.0 I 05(c)(6), directly related environmental permits or certification applications must be being prepared,
have been applied for, or have been obtained. Issuance of this permit is contingent on issuance of dependent permits (erosion
and sedimentation control plans, stormwater management plans, etc.).
7. Does this project include any sewer collection lines that are deemed "high -priority?" ❑ Yes ® No
Per I SA NCAC 02T.0402, "high -priority sewer" means any aerial sewer, sewer contacting surface waters,
siphon, or sewers positioned parallel to streambanks that are subject to erosion that undermines or deteriorates the sewer.
Siphons and sewers suspended through interference/conflict boxes require a variance approval.
➢ 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 Mamti; latest version). and the Gravil%Se"Sewer Minimum Desitrn,Criteria (latest version as applicable?
® Yes ❑ No
If no, for projects requiring a single variance, complete and submit the Variance'Altemative 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 aipproval of the Dermit, and proiects reauiring a variance approval may be subject to longer
review times. For projects requirinz two or more variances or where the variance is determined by the Division to be a
si nificant oortion of the iproject, the full technical review is required.
2. Professional Engineer's Certification:
1, J. Clark Maness , attest that this application for Southern Oaks Gravity Sewer Outfall - Phase 1
(Professional Engineer's name from Application Item III 1.) (Project Name from Application Item 11.1)
has been reviewed by me and is accurate, complete and consistent with the information supplied in the plans,
specifications, engineering calculations, and all other supporting documentation to the best of my knowledge. I further
attest that to the best of my knowledge the proposed design has been prepared in accordance with the applicable regulations,
Minimum Desten Criteria for Gravity Sewers (latest version), and the Minimum Design Criteria for the Fast -Track Pennittin�
of Pumn 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)
Qo6116v"Crob... ..... .... .....
North Carolina Professional Engineer's seal, signature, and date:
ee SEAL s n e
e o
047235 0
p c e q
° e00000000° V
K,MPp° a���ky
.0y Z�
Applicant's Certification per 15A NCAC 02T .0106(b):
1, Michael Wagner , attest that this application for Southern Oaks Gravity Sewer Outfall - Phase I
(Signature Authority Name from Application Item 1.3.) (Project Name from Application Item 11.1) m
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. 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
11/02/2023
FORM: FTA 10-23 Page 5 of 5

Mate 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. Allway, Assistant Town Manager
Town of Fuquay-Varina
401 Old Honeycutt Road
Fuquay-Varina, North Carolina 27526
Subject:
Dear Mr. Allway:
OVT�N;WA
0
=mom
NCDENR
NORTH CAROLINA DEPARTMENT OF
ENVIRONMENT AND NATURAL RESOURCES
um of ANtm'va"
Town of Fuquay-Varina
FIow 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 watr-r 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 214.0219(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. Re less
of the a6u ted design daily wastewater flow rate at no time shall the wastewater flows exceed the effluent
limits defined in the Town's NPDF,S em-dt 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, pr&ct nameLpE ti ttted floYv, new how
under rednetiou and the difference between them), If you have any questions or comments regarding this
matter, please contact Marie Doklovic at [phone] ext. 371.
Since ,
L'
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% recycled110% post -consumer paper

N(
State of North Carolina
Department of )environmental Quality
DWR NOV 9 _ Division of Water Resources
Division of Water Resources Flow Tr cking for Sewer Extension Applications
?� (FTSE 10-23)
Entity Requesting Allocation: Town of Fuquay-Varina `
Project Name for which flow is being requested: Southern Oaks Gravity Sewer Outfall - Phase I
More than one FTSE may be required for a single project if the owner of the WWTP is not responsible for all pump
stations along the route of the proposed wastewater flow.
I. Complete this section only if you are the owner of the wastewater treatment plant.
a. WWTP Facility Name: North Harnett Regional WWTP
b. WWTP Facility Permit #: NCO021636
All flows are in MGD
c. WWTP facility's permitted flow 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%
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 Pump Average Approx. Not Yet Total Current
Station Station Firm Daily Flow** Current Tributary Flow Plus
(Name or Permit Capacity, * (Firm / po, Avg. Daily Daily Flow, Obligated Available
Number) No. MGD MGD Flow, MGD MGD Flow Capacity***
* The Firm Capacity (design flow) of any pump station is defined as the maximum pumped flow that can be
achieved with the largest pump taken out of service.
** Design Average Daily Flow is the firm capacity of the pump station divided by a peaking factor (pf) not
less than 2.5, per Section 2.02(A)(4)(c) of the Minimum Design Criteria.
*** A Planning Assessment Addendum shall be attached for each pump station located between the
project connection point and the WWTP where the Available Capacity is < 0.
Downstream Facility Name (Sewer): ToFV to Kenneth Creek/NeilsCreek
Downstream Permit Number: WQCS00193 to WQ0028647
Pagel of 8
USE 10-23

III. Certification Statement:
I Michael Wa er 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 Official
Public Utilities Director
Title of Signing Official
Page 2 of 8
1110212023
Date
FTSE 10-23

NC Dcpt of 1��z�t�airl3ct?ta! t .
State of North Carolina
NOV 9 - 2023 Department of Environmental Quality
DWRDivision of Water Resources
Raley tltvisfon of Wn[er Resotiires "-Flow Tracking for Sewer Extension Applications
(FTSE 10-23)
Entity Requesting Allocation: Town ofFuguay-Varina
Project Name for which flow is being requested: Southern Oaks Gray. Sewer Outfall-Ph 1
More than one FTSE maybe required far a single project if the owner of the WWTP is not responsible for all pump
stations along the route of the proposed wastewater flow.
I. Complete this section only if you are the owner of the wastewater treatment plant.
a. WWTP Facility Name: _North Harnett Regional WWTP
b. WWTP Facility Permit #: NCO0216_36
All flows are in MGD
c. WWTP facility's permitted flow 7.5
d. Estimated obligated flow not yet tributary to the WWTP 3.332
e. WWTP facility's actual avg. flow 5.339
f. Total flow for this specific request 0.000
g. Total actual and obligated flows to the facility 8.672
h. Percent of permitted flow used 115.63%*
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 Firm Daily Flow** Current Tributary Flow Plus
(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 2.383 5.750 0.010
* The Firm Capacity (design flow) of any pump station is defined as the maximum pumped flow that can be
achieved with the largest pump taken out of service.
** Design Average Daily Flow is the firm capacity of the pump station divided by a peaking factor (pf) not
less than 2.5, per Section 2.02(A)(4)(c) of the Minimum Design Criteria.
*** A Planning Assessment Addendum shall be attached for each pump station located between the
project connection point and the WWTP where the Available Capacity is < 0.
Downstream Facility Name (Sewer): North Harnett Regional WWTP
Downstream Permit Number- NCO021636
Page 1 of 8
FTSE 10-23

III. 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 II plus all attached planning assessment addendums for which 1
a2n 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 Officiat fgnature Date
Title of Signing Official
Page 2 of 8
FTSE 10-23

PLANNING ASSESSMENT ADDENDUM (PAA)
Submit a planning assessment addendum for each pump station listed in Section 11 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
53.66 % and 3.091 MGD of the Available Capacity (E) in Pump Station
SLS-120 ; and that
b. The rate of activation of this obligated, not yet tributary capacity is currently approximately
0.300 MGD per year; and that
c. A funded Capital Project that will provide the required planned capacity, namely
2.0 mgd+, design has not begun yet is in design or under construction with
planned completion in 2026 ; and/or
d. The following applies:
The Buies Creek /Cq ton Collection System. Upgrade is a project to divert roximatel
2 mgd of actual and not yet tributag flow from SLS-120. The $7.6 millionHS�ect has
received funding earmark and is part of the HRW Capital Improvement Plan for the
2025-2026 fiscal year.
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.
- U- r /L3
Signing Official Signature 4fDate
Page 3 of 8
FTSE 10-23

•
EX. SOUTHERN OAKS
PUMP STATION TO BE
DECOMMISSIONED
UNDER PHASE I
•
fry • - ff I % It r 1z .
Southern Oaks Sewer
Phase I Map
L,
W11i
f Legend
• Manholes 1
WWTP
A
[E Existing Pump Station
Ex. Force Main
Ex. Gravity Sewer
Phase I Gravity Sewer Alignment
I�%,-I-
VA 0
,. WithersRavenef
Engineers I Planners I Surveyors
115 Mac Kenan 6r I Cary NC 27511 CONNECTION TO
e0azlic919.469
sC oEX. 36" OUTFALL
www.wi t h e r s r a ve ne 1. c o rn
0 350 700 1,400 (WQ15801)
Feet
1 inch = 700 feet a
s© 0�T E'onal Ge aphis S i-cu, bed
'nth- 1-03NO'100-Frinirav Varina Sntithrrn Oaks np-,iun Rriild-.6,IS n4talS(1 Srwrr Pharr I Man Rwl1 mxri Date. 11 /20023 C'rratrri Rv- 1Wil ott

From: Maness, Clark
To: Michael Wagner; Wilson. Susan A
Subject: [External] RE: Fast Track Sewer Extension Application - Southern Oaks Gravity Sewer Outfall Phase I
(WQ0044908) Additional Information Request
Date: Wednesday, January 17, 2024 1:19:30 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 11:16 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 I (WQ0044908) 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.org
Office: Facebook Instagram Twitter

E-mail correspondence to and from this address is subject to North
Carolina's Public Records Act, N.C. Gen. Stat. Sec. 132, and may be
disclosed to third parties. However Federal and State law protects
personal health and other information that may be contained in this
e-mail from unauthorized disclosure. If you are not the intended
recipient, please delete this e-mail and any accompanying
documents and contact the sender immediately. Unauthorized
disclosure, copying or distribution of any confidential or privileged
content of this e-mail is prohibited.
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 I
(WQ0044908) 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 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 9-791-4z4o
I UF 4- Z� 9 �
Erra d coaespondarrce to aced from ibis address rs serW to Nre MarTh
Ca fora P ubkc Rsowds taw and may be d'sdowd to third parties
Email correspondence to and from this address may be subject to the North Carolina Public Records Law and may be disclosed to third
parties by an authorized state official.

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 I
(WQ0044908) Additional Information Request
Date:
Wednesday, January 17, 2024 11:16:49 AM
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,
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
Facebook Instagram Twitter
u
E-mail correspondence to and from this address is subject to North
Carolina's Public Records Act, N.C. Gen. Stat. Sec. 132, and may be
disclosed to third parties. However Federal and State law protects
personal health and other information that may be contained in this

e-mail from unauthorized disclosure. If you are not the intended
recipient, please delete this e-mail and any accompanying
documents and contact the sender immediately. Unauthorized
disclosure, copying or distribution of any confidential or privileged
content of this e-mail is prohibited.
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 I
(WQ0044908) 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 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)J.
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
Em d oofresparrdence to and hum Mis address h5 sL wed to Me NWh
Camftna PUbhe R&o rds Lew and maybe drsdosed to third parbey
Email correspondence to and from this address may be subject to the North Carolina Public Records Law and may be disclosed to third
parties by an authorized state official.