WQ0044373_Application (FTSE)_20230731

1% WithersRavenel
Our People. Your Success.
May 3, 2023
PROJECT ENGINEER'S REPORT
Project Name: South Lakes AR-1
Location: Fuquay-Varina, Wake County, NC
PIN: 0676677182
Owner/ Developer: South Lakes Investors, LLC
100 Weston Estates Way
Cary, NC 27513
Consultant: WithersRavenel
NC Dept of i,.m,ironmental Quality
MAY 4 2023
Raleigh Regional Office
Sol Rios -Moore, Senior Project Manager, Residential
[e-mail]
Ph. 919.469.3340 1 Direct. 919.238.0497
PROJECT DESCRIPTION AND NARRATIVE
The proposed development is located at 175 SE Fuquay-Varina Parkway, inside the Fuquay-
Varina jurisdictional limits. The project proposes the construction of 42 Townhome units. The
project is anticipated to generate the following wastewater flows:
42 (3.5-BEDROOM) UNITS AT 75 GPD = 11,025 GPD
TOTAL = 11,025 GPD
The proposed gravity sanitary sewer system will consist of approximately 829 LF of SDR-35
PVC.
The new gravity sanitary sewer system will be owned, operated, and maintained by the Town of
Fuquay-Varina, NC.
115 MacKenan Drive I Cary, NC 27511
t: 919,469.3340 1 f: 919,467.6008 1 www.withersravenel.com I License No. F-1479
Asheville I Cary I Charlotte I Greensboro I Pittsboro I Raleigh I Southern Pines I Wilmington

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Department of Environmental Quality
DWR MAY 4 2023 Division of Water Resources
FAST TRACK SEWER SYSTEM EXTENSION APPLICATION
Wvlslon of Water Resources INST f IONS FOR FORM: FTA 06-21 & SUPPORTING DOCUMENTATION
Raleigh Reglona�ice
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 ISA NCAC 02T and the Division's
Minimum Design Criteria (Gravity Sewcr & Puml. Stations. -`Force Mains) and that plans, specifications and supporting documents
have been prepared in accordance with ISA NCAC 02T. 15A NCAC 02T .0300. Division policies, and good engineering practices.
While no upfront engineering design documents are required for submittal, in accordance with 15A NCAC 02T .0305(b), design
documents must be prepared prior to submittal of a fast track permit application to the Division. This would include plans, design
calculations, and project specifications referenced in 15A NCAC 02T .0305 and the applicable minimum design criteria. These
documents shall be immediately available upon request by the Division.
Projects that are deemed permitted (do not require a permit from the Division) are explained in 15A NCAC 02T_0303.
Projects not eligible for review via the fast track process (must be submitted for full technical review):
➢ Projects that do not meet any part of the minimum design criteria (MDC) documents;
Projects that involve more than one variance from the requirements of 15A NCAC 02T;
Y 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 numberfstatus of any other required sewer permits (downstream/upstream)
➢ If necessary for clarity, include attachments to the application form.
C. Application Fee (All New and Modification Application Packages):
® Submit a check or money order in the amount of $480.00, dated no more than 90 days prior to application submittal.
➢ Payable to North Carolina Department of Environmental Quality (NCDEQ)
D. Fast Track Application (Required for All Application Packages, Form FTA 05-21):
® Submit the completed and appropriately executed application.
➢ If necessary for clarity or due to space restrictions, attachments to the application may be made.
❑ If the Applicant Type in Item I.2 is a corporation or company, provide documentation it is registered for business with the
Noah Carolina Sccrctary ofS[atc.
❑ If the Applicant Type in Item 1.2 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 II.1 shall be consistent with the project name on the flow acceptance letters, agreements, etc.
® The Professional Engineer's Certification on Page 5 of the application shall be signed, sealed and dated by a North Carolina
lien Professional En vincer.
® The Applicant's Certification on Page 5 of the application shall be signed in accordance with ISA NCAC 02T .01060) . Per
15A NCAC 02T ,0106(c), an alternate person may be designated as the signing official if a delegation letter is provided from
a person who meets the criteria in 15A NCAC 02T .0106(b).
INSTRUCTIONS FOR FORM: FTA 06-21 & SUPPORTING DOCUMENTATION Pagel of 3

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E. Flow Tracking/Acceptance Form (Form: FTSE 04-16) (If Applicable):
® Submit the completed and executed FTSE form from the owners of the downstream sewers and treatment facility.
➢ Multiple forms maybe required where the downstream sewer owner and wastewater treatment facility are different.
➢ The flow acceptance indicated in form FTSE must not expire prior to permit issuance and must be dated less than one year
prior to the application date.
➢ Submittal of this application and form FTSE indicates that owner has adequate capacity and will not violate G.S. 143-215.67 a .
➢ Intergovernmental agreements or other contracts will not be accepted in lieu of a project -specific FTSE.
F. Site Maps (All Application Packages):
® Submit an 8.5-inch x 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 pen -nit 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 addedirnodified). 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 .0305ih1f 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)
1. Certificate of Public Convenience and Necessity (All Application Packages for Privately -Owned Public Utilities):
❑ Per 15A NCAC 02T .01 15(a)(I } provide the Certificate of Public Convenience and Necessity from the North Carolina Uti lines
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/Pro a Owners' Associations
❑ Per 15A NCAC 02T .01 15fc1, submit the properly executed Operational Agreement (FORM: HOA ).
❑ Per 15A NCAC 02T .01 15(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 O erational Agreement FORM: DEW
For more information, visit the Divisions collection systems it ebsite
INSTRUCTIONS FOR FORM: FTA 05-21 & SUPPORTING DOCUMENTATION Page 2 of 3

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NC P State of North Carolina
Department of Environmental Quality
DWR_ MAC 4' Division of Water Resources
�#1�')C TRACK SEWER SYSTEM EXTENSION APPLICATION
Dlvlslon of Water Resources Yh R�„ ,;,�'�.t' FTA 46-21 & SUPPORTING DOCUMENTATION
�.ale1b
Application Number: 14) bo`f 7_5 (to be completed by DWR)
All items must be completed or the application will be returned
1. APPLICANT INFORMATION:
I , Applicant's name: Town of Fuquav-Varina (company, municipality, HOA, utility, etc.)
2. Applicant type: ❑ Individual ❑ Corporation ❑ General Partnership
❑ Federal ❑ State. -County ® Municipal
3. Signature authority's name: Michael Wagner per I5A NCAC. 02T .010(a�11)
Title: Public Utilities Director
4. Applicant's mailing address: 134 N. Main Street
City: Fuquav-Varina State: NC Zip: 27526-
5. Applicant's contact information:
Phone number: (919) 567-391 1 Email Address: mwa¢nera,fuauay-yarina.ore
If. PROJECT INFORMATION:
1. Project name: South Lakes AR-1
❑ Privately -Owned Public Utility
❑ Other
2. Application. -Project status: ® Proposed (New Permit) ❑ Existing Permit/Project
If a modification, provide the existing permit number: WQ00 and issued date: ,
For modifications, also attach a detailed narrative description as described in Item G of the checklist.
If new construction, but part of a master plan, provide the existing permit number: WQ00
3. County where project is located: Wake
4. Approximate Coordinates (Decimal Degrees). Latitude: 35.5831 Longitude:-78.7428
5. Parcel ID (if applicable): 0676677182 (or Parcel ID to closest downstream sewer)
Ili. CONSULTANT INFORMATION:
1. Professional Engineer: Colleen Duryea License Number: 049345
Firm: WithersRavenel
Mailing address: l l5 MacKenan Drive
City: Cat' State: NC Zip: 2751 1-
Phone number: [phone] Email Address: cdurvea Omwithcrsravenel.com
IV. WASTEWATER TREATMENT FACILITY (WWTF) INFORMATION:
1. Facility Name: Terrible Creek WWTP Permit Number: NCO066516
Owner Name: Town of Fuguay-Varina
V. RECEIVING DOWNSTREAM SEWER INFORMATION:
1. Permit Number(s): WQ0042417
2. Downstream (Receiving) Sewer Information: 8 inch ® Gravity - J Force Main
3. System Wide Collection System Permit Number(s) (if applicable): WQCS00193
Owner Name(s): Town of Fuquav-Varina
FORM: FTA 06-21 Page 1 of 5

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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 Reaional 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 Reaional 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
Raleiah 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 Reaional Office
943 Washington Square Mall
Beaufort, Bertie, Camden, Chowan, Craven,
Water Quality Section_
Washington, North Carolina 27889
Currituck, Dare, Gates, Greene, Hertford, Hyde,
[phone]
Jones, Lenoir, Martin, Pamlico, Pasquotank,
[phone] Fax
Perquimans, Pitt, Tyrrell, Washington, Wayne
Wilminaton 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 05-2 i & SUPPORTING DOCUMENTATION Page 3 of 3

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VI. GENERAL REQUIREMENTS
I. 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 A recmcnUFORM: DEVj been attached?
❑ Yes ❑ No E WA
3. If the Applicant is a Homc/Property Owners' Association, has an HOA?POA Operational Agreement l FORM: H(lAl and
supplementary documentation as required by 15A NCAC 02T.01 15(c) been attached?
❑ Yes [—]No ® NIA
4. Origin of wastewater: (check all that apply):
® Residential (Individually Owned) ❑ Retail (stores, centers, malls) ❑ Car Wash
❑ Residential (Leased) ❑ Retail with food preparationfscrvice ❑ Hotel and/or Motels
❑ School / preschool / day care ❑ Medical r dental iveterinary facilities ❑ Swimming PoollClubhouse
❑ 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 (Sec I SA NCAC 02T _0103120))
If Industrial, is there a Pretreatment Program in effect? ❑ Yes❑ No
6. Hasa flow reduction been approved under I SA NCAC 02T.01 14(f)? ®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"
No. of Units
Flow
Single -Family Residential
75*3.5 bdr gal,' day
42
11,025 GPD
gal.'
GPD
gall
GPD
gaV
GPD
gale
GPD
gal.:
GPD
Tolnl
11,025 GPD
a See 15A NCAC _02T _01 14(b). (4)_ tell 1) and (00) for caveats to wastewater design flow rates (i.e., minimum flow per
dwelling; proposed unknown non-residential development uses; public access facilities located near high public use areas;
and residential property located south or east of the Atlantic Intracoastal Waterway to be used as vacation rentals as defined
in G.S. 42A-4).
b Per 15A NCAC 02T.01 14(c), design flow rates for establishments not identified [in table 13A NCAC 02T.01 141 shall be
determined using available flow data, water using fixtures, occupancy or operation patterns, and other measured data.
8. Wastewater generated by project: 11,025 GPD (per 15A NCAC 02T A 1 14)
➢ Do not include future flows or previously permitted allocations
If permitted flow is zero, please indicate why:
❑ Pump Station/Force Main or Gravity Sewer where flow will be permitted in subsequent permits that connect to this line.
Please provide supplementary information indicating the approximate timeframe for permitting upstream sewers with flow.
❑ Flow has already been allocated in Permit Number: Issuance Date:
❑ Rehabilitation or replacement of existing sewers with no new flow expected
❑ Other (Explain):
FORM: FTA 06-21 Page 2 of 5

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VI1. GRAVITY SEWER DESIGN CRITERIA (If Applicable) - 02T .0305 & MDC (Gravity Sewers).
1. Summarize gravity sewer to be permitted:
Size (inches) Length (feet) Material
8 829 SDR35 PVC
➢ Section Il & 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 (Puma Stations/Force Mains):
PROVIDE A SEPARATE COPY OF THIS PAGE FOR EACH PUMP STATION INCLUDED IN THIS PROJECT
I . 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 .0`i05(hXl }:
❑ Standby power source or ❑ Standby pump
➢ Must have automatic activation and telemetry - I SA NCAC 02T.0305(h)(1)(B)_
➢ Required for all pump stations with an average daily flow greater than or equal to 15,000 gallons per day
➢ Must be permanent to facility and may not be portable
Or if the pump station has an average daily flow less than 15,000 gallons per day 15A NCACO2T.0305(h)(1)(C):
❑ Portable power source with manual activation, quick -connection receptacle and telemetry -
or
❑ Portable pumping unit with plugged emergency pump connection and telemetry:
➢ Include documentation that the portable source is owned or contracted by the applicant and is compatible with the station.
➢ If the portable power source or pump is dedicated to multiple pump stations, an evaluation of all the pump stations' storage
capacities and the rotation schedule of the portable power source or pump, including travel timeframes, shall be provided
as part of this permit application in the case of a multiple station power outage.
FORM: FTA 06-21 Page 3 of 5

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IX. SETBACKS & SEPARATIONS — (02B .0200 & 15A NCAC 02T .0305(f))-
1. Does the project comply with all separations/alternatives found in I SA N('AC 02T_,Q305(0& ( ? ® 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
'--Water mains (vertical - water over sewer preferred, including in benched trenches)
18 inches
'--Water mains (horizontal)
10 feet
Reclaimed water lines (vertical - reclaimed over sewer)
18 inches
Reclaimed water lines (horizontal - reclaimed over sewer)
2 feet
**Any private or public water supply source, including any wells, WS-1 waters of Class I or
Class 1I impounded reservoirs used as a source of drinking water, and associated wetlands.
100 feet
**Waters classified WS (except WS-1 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)
j 36 inches
➢ If noncompliance with 02T.0305(f) or (g), see Section X.I of this application
*15A NCAC 02T.0305(a) contains alternatives where separations in 02T_030SL0 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 N'C' SUTfaCc Water Classifications w ft%e
Does this project comply with the minimum separation requirements for water mains? ® Yes [:]No ❑ NIA
➢ If no, please refer to 15A NCAC 18C,0906(0 for documentation requirements and submit a separate document,
signed/sealed by an NC licensed PE, verifying the criteria outlined in that Rule.
Does the project comply with separation requirements for wetlands? ® Yes [:]No ❑ NIA
➢ Please provide supplementary information identifying the areas of non-conformance.
i- See the Division's &alt_scparatiion 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: Neuse River ❑ No
If yes, does the project comply with setbacks found in the river basin rules per ISA Nfi:AC 02B .0200? ® Yes ❑ No
➢ This includes Trout Buffered Streams per 15A NCAC 213_0202
Does the project require coverage?authorization under a 404 Nationwidelindividual permits ❑ Yes ® No
or 401 Water Quality Certifications?
➢ Please provide the permit numberlpermitting status in the cover letter if coveragelauthoriza(ion is required.
6. Does project comply with ISA N 'A 02T_016) (additional permiWcertifications)? ® Yes ❑ No
Per l5_A_NC'AC 02T.01054c)(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, cte.).
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 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 permittec's individual System -Wide Collection permit.
FORM: FTA 06-21 Page 4 of 5

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X. CERTIFICATIONS:
1. Does the submitted system comply with 15A NCAC 02T, the Minimum Design Criteria for the Pcrmitting of Pump Stations
and Forcc Mains (latest version), and the Gravity Scwer Minimum Design Criteria (latest version! as applicable?
® Yes ❑ No
If no, for projects requiring a single variance, complete and submit the Variance. Alternative Design Request application
(VADC 10-14) and supporting documents for review to the Central Office. Armiroval. of the reguest will be issued
concurrently with the approval of the permit, and uroiects 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, Colleen Duryea , attest that this application for — South Lakes AR-1
(Professional Engineer's name from Application Item Ill I ) (Project Name from Application Item 11,1 i
has been reviewed by me and is accurate, complete and consistent with the information supplied in the plans,
specifications, engineering calculations, and all other supporting documentation to the best of my knowledge. 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 Gravity Sewers (latest version), and the Minimum Design Criteria for the Fast -Track Permitting_
of Pump Stations and Force Mains (latest version. Although other professionals may have developed certain portions of this
submittal package, inclusion of these materials under my signature and seal signifies that I have reviewed this material and
have judged it to be consistent with the proposed design.
NOTE In accordance with General Statutes 143-215.6A and 143-215.613, 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:
3. Applicant's Certification per 15A NCAC 02T .0106(b):
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[, _ Michael WajLner , attest that this application for South Lakes AR-1
(Signature Authority Name from Application Drill I ? ) (Project Name from Application Item IIA )
attest that this application has been reviewed by me and is accurate and complete to the best of my knowledge.
I understand that if all required parts of this application are not completed and that if all required supporting documentation
and attachments are not included, this application package is subject to being returned as incomplete. I understand that any
discharge of wastewater from this non -discharge system to surface waters or the land will result in an immediate enforcement
action that may include civil penalties, injunctive relief, and/or criminal prosecution. I will make no claim against the Division
of Water Resources should a condition of this permit he 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:
04/19/2023
FORM: FTA 06-21 Page 5 of 5

State of North Carolina
Department of Environmental Quality
DWR Division of Water Resources
Flow Tracking for Sewer Extension Applications
Mvlslon of Water Resources g pP
(FTSE 10-18)
Entity Requesting Allocation: Town of Fuquay-Varina
Project Name for which flow is being requested: South Lakes AR-1
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: Terrible Creek WWTP
b. WWTP Facility Permit #: NCO066516
All flows are in MGD
c. WWTP facility's permitted flow 3.0
d. Estimated obligated flow not yet tributary to the WWTP 1.317
e. WWTP facility's actual avg. flow 1.306
f. Total flow for this specific request 0.011
g. Total actual and obligated flows to the facility 2.623
h. Percent of permitted flow used 87.4%
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
Average Approx. Obligated, Total
Pump Pump Daily Current Not Yet Cun-ent Flow
Station Station Firm Flow** Avg. Daily Tributary Plus
(Name or Permit Capacity, * (Firm - p0, Flow, Daily Flow, Obligated Available
Number) No. MGD MGD MGD MGD Flow Capacity***
South
..,..... WQCS00193 .720 .288 .106 .048 .154 .134
Eastern WQ0017887 1,800 .720 .206 .058 .264 .456
* 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): Terrible Creek WWTP
Downstream Permit Number: NCO066516
Page 1 of 6

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 Official Si;
Public Utilities Director
Title of Signing Official
( P (sue-Q-NeD
S orv'I • 3 — 6)
04/19/2023
Date
Page 2 of 6
FTSE 10-18

U4acC Vi l'Itit ill A- al 111111a
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
Dear Mr. Allway:
•
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A�A[
NCDENR
NORTH CAROLINA DEPARTMENT OF
ENVIRONMENT AND NATURAL RE5QURCE5
Tbeelm of Va"
Subject: Town of Fuquay-Varina
Flow Reduction Approval
Wake County
On September 10. 2001, the Division of Water Quality Non Discharge Permittina 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 2H .02190)(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-
Vari,na. The Division did note that the average flow per residence in February 2000 was 271 GPD. Regardless
of the ad'usted desin daily wastewater flow rate. at no time shall the wastewater flows exceed the effluent
limits defined in the Town's NPDES 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, project name=permitted flow, new flow
under reduction and the difference between them). !f you have any questions or comments regarding this
matter, please contact Marie Doklovic at [phone] ext. 371.
S in cc ,
Gregory J. Thorpe, Ph.D.
cc: Raleigh Regional Office
Flow Reduction File
1617 Mail Service Center, Ra[eigh, North Carolina 27699-1617 Telephone [phone] Fax [phone]
An Equal Opportunity Affirmative Action Emplcyer 50f % recycled; 10 90 post -consumer paper

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From:
Duryea, Colleen
To:
Wilson, Susan A
Cc:
Michael Wagner
Subject:
[External] RE: Fast Track permit app for Fuquay-Varina South Lakes AR-1 (WQ0044373)
Date:
Monday, July 24, 2023 3:23:30 PM
Attachments:
image001.pnng
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Report Message button located on your Outlook menu bar on the Home tab.
Susan, Yes we use 3.5 BR as the average since we don't know at this point the product or specific
breakdown.
From: Wilson, Susan A <[e-mail]>
Sent: Friday, July 21, 2023 9:35 AM
To: Duryea, Colleen <[e-mail]>
Cc: Michael Wagner <[e-mail]>
Subject: [EXTERNAL] Fast Track permit app for Fuquay-Varina South Lakes AR-1 (WQ0044373)
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.
Hi Colleen -
This application looks good and I hope to get it out for signature next week.
A couple of questions for you:
1. I'm seeing this more frequently now with applications - are you just averaging between 3 and
4 BR townhomes to arrive at 3.5 bedrooms for the project flow? (Part V1.7. on the
application).
2. On the flow tracking sheet for Fuquay-Varina - it appears the project flow was not added in
Part I.g. I realize that is very minor for this project flow, but something for Michael to be
aware of with future submittals (and if he/ you all would proved the corrected number- I will
add to the file (and not necessary to resubmit a signed copy unless he/you would prefer
that)).
Thank you for the thorough application package!
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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