WQ0045261_Application (FTSE)_20240531

NCDept o Qtlality
State of North Carolina
APR ?024 Department of Environmental Quality
DWR J_ - ::-", Division of Water Resources
�i'� p tYi� FAST TRACK SEWER SYSTEM EXTENSION APPLICATION
Division of Water Resources 1NSTiRS1" IONS 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 I SA NCAC 02T and the Division's
Minimum Design Criteria (Gravity Sewcr & Pump Stations:Torce 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 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;
➢ 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 forth.
➢ If the project is funded by American Rescue Plan Act (ARPA) funds, please include the ARPA project number in the cover
letter and in parentheses under Project Name (Section 1I.1. of the application).
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 Secretary of State.
❑ If the Applicant Type in Item I.2 is a partnership or d/b/a, enclose a copy of the certificate filed with the Register of Deeds in
the county of business.
® The Project Name in Item II.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 En ig ncer.
INSTRUCTIONS FOR FORM: FTA 10-23 & SUPPORTING DOCUMENTATION Page 1 of 3

® The Applicant's Certification on Page 5 of the application shall be signed in accordance with 15A NCAC 02T ; 0I06(b). Per
15A NCAC 02T .0I06(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).
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.
D Submittal of this application and form FTSE indicates that owner has adequate capacity and will not violate G.S. 143-215.67(a).
D 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 I 1-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 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(h)(1), submit documentation of power reliability for pumping stations.
➢ This alternative is only available for average daily flows less than 15,000 gallons per day
➢ It shall be demonstrated to the Division that the portable source is owned or contracted by the applicant and is compatible with
the station. The Division will accept a letter signed by the applicant (see 15A NCAC 02T .0106(b)) or proposed contractor,
stating that "the portable power generation unit or portable, independently -powered pumping units, associated appurtenances
and personnel are available for distribution and operation of this pump station."
➢ If the portable power source or pump is dedicated to multiple pump stations, an evaluation of all the pump stations'
storage capacities and the rotation schedule of the portable power source or pump, including travel timeframes, shall
be provided in the case of a multiple station power outage. (Required at time of certification)
I. Certificate of Public Convenience and Necessity (All Application Packages for Privately -Owned Public Utilities):
❑ Per 15A NCAC 02T .0115(a)(1) provide the Certificate of Public Convenience and Necessity from the North Carolina Utilities
Commission demonstrating the Applicant is authorized to hold the utility franchise for the area to be served by the sewer
extension, or
❑ Provide a letter from the North Carolina Utilities Commission's Water and Sewer Division Public Staff stating an application
for a franchise has been received and that the service area is contiguous to an existing franchised area or that franchise approval
is expected.
J. Operational Agreements (Applications from HOA/POA and Developers for lots to be sold):
❑ Home/Propegy Owners' Associations
❑ Per 15A NCAC 02T .01 15(c), submit the properly executed Operational Agreement (FORM. HOA).
❑ Per 15A NCAC 02T .0115(c), submit a copy of the Articles of Incorporation, Declarations and By-laws.
❑ Developers of lots to be sold
❑ Per 15A NCAC 02T .01 15(b), submit the properly executed Operational Agreement (FORM: DEV).
For more information, visit the Division's collection systems website
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 Qualft Section
Swannanoa, North Carolina 28778-8211
Clay, Graham, Haywood, Henderson, Jackson,
[phone]
Macon, Madison, McDowell, Mitchell, Palk,
[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]
Jones, 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, Allegheny, 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

PROJECT NARRATivE
Project Name: Wrenn Farms Apartments
Location: Youngsville, Franklin County, NC
Owner: ARS Wrenn Apartments LLC
1524 Canterbury Road
Raleigh, NC 27608
Developer: ARS Wrenn Apartments LLC
1524 Canterbury Road
Raleigh, NC 27608
Consultant: Timmons Group
Mike Zaccardo, PE
5410 Trinity Road, Suite 102
Raleigh, NC 27607
Phone: [phone]
PROJECT DESCRIPTION AND NARRArw:
i'C�1�JfC�,•e�l 'I
APR 1 ZOZ4
The proposed project is in Youngsville and is located approximately 960 LF along NC 96 from the
intersection of Jeffrey Way and NC 96. The scope of this project will include the construction of three
buildings with 24 apartment units each, for a total of 72. There will be: 12, one -bedroom apartments;
48, two -bedroom apartments; and 12, three -bedroom apartments.
The Development Flow Rate is calculated to be 10,800 gpd, assuming 75 gpolbedroom per North
Carolina General Assembly Senate Bill 673/SL 2023-55. The Franklin County approved flow
reduction of 250 gpd per single-family dwelling (letter attached) was not used in the calculation.
The gravity sanitary sewer system will be owned, operated, and maintained by Franklin County.

State of North Carolina
DWR
Department of Environmental Quality
Division of Water Resources
FAST TRACK SEWER SYSTEM EXTENSION APPLICATION
Dlvlsion of Water Resources FTA 10-23 & SUPPORTING DOCUMENTATION
Application Number: COPtO ` 6-ZIP I (to be completed by DWR)
NCL)
All items must be completed or the application will be returned e]71 p
I. APPLICANT INFORMATION:
1. Applicant's name: Franklin County Public Utilities (company, municipality, HOA, utility, etc.) APR
2. Applicant type: ❑ Individual ❑ Corporation ❑ General Partnership Privately-Owned'Public Utility
Federal
El❑State/County ®Municipal I�th1�E,r
�' flf24 f
3. Signature authority's name: Chris Doherty per 15A NCAC 02T .0106fb)
1CC
Title: Public Utilities Director
4. Applicant's mailing address: 1630 US 1 Hwv
City: Youngsville State: NC Zip: 27596-
5. Applicant's contact information:
Phone number: [phone] Email Address: cdoherty{a,franklincountync.gov
H. PROJECT INFORMATION:
I. Project name: Wrenn Farms Apartments
2. Application/Project status: ® Proposed (New Permit) ❑ Existing Permit/Project ❑ ARPA funded
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: Franklin
4. Approximate Coordinates (Decimal Degrees): Latitude: 36.0381 Longitude:-78.4925'
S. Parcel ID (if applicable): 1843938208, 1853022935 (or Parcel ID to closest downstream sewer)
III. CONSULTANT INFORMATION:
. Professional Engineer: Mike Zaccardo, PE License Number: 022321
Firm: Timmons Group
Mailing address: 5410 Trinity Road, Suite 102
City. Raleigh State: NC Zip: 27607-
Phone number: [phone] Email Address: mike.zaccardo a timmons.com
IV. WASTEWATER TREATMENT FACILITY (WWTF) INFORMATION:
1. Facility Name: Franklin County Permit Number: NC 0069311
Owner Name: Franklin County
V. RECEIVING DOWNSTREAM SEWER INFORMATION: 9y
1. Permit Number(s): WQ 12549 WQ0021549 see email; but this connects to Wrenn Farms first. S Wilson/DWR
2. Downstream (Receiving) Sewer Information: 8 inch ® Gravity D Force Main
3. System Wide Collection System Permit Number(s) (if applicable): WQCS00179
Owner Name(s): Franklin County
FORM: FTA 10-23 Page 1 of 5

VI, GENERAL REQUIREMENTS
1. If the Applicant is a Privately -Owned Public Utility, has a Certificate of Public Convenience and Necessity been attached?
[-]Yes [:]No ®NIA
2. If the Applicant is a Developer of lots to be sold, has a Developer's Operational Agreement (FORM: DEV) been attached?
❑ Yes ❑ No ® N.-'A
3. If the Applicant is a Home/Property Owners' Association, has an HOA/POA Operational „Agreement (FORM: HOA) and
supplementary documentation as required by 15A NCAC 02T.0115(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 preparation/service ❑ Hotel and/or Motels
❑ School!" preschool!" day care ❑ Medical 1 dental I veterinary facilities ❑ Swimming Pool/Clubhouse
❑ Food and drink facilities ❑ Church ❑ Swimming Pool/Filter Backwash
❑ Businesses ! offices I 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. Hasa flow reduction been approved under 15A NCAC 02T .01 14(f)? ®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.0I 14(f))
Daily Design Flow'"
No. of Units
Flow
Multi -family, 3-Bedroom Apartment
225 gallday
12
2,700 GPD
Multi -family, 2-Bedroom Apartment
150 gallday
48
7,200 GPD
Multi -family, I -Bedroom Apartment
75 gallday
) 2
900 GPD
gall
GPD
gall
GPD
gall
GPD
Total
10,800 GPD
:l'
a See 15A NCAC 02T .0114(b), (d), (e)(1) 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 .0I 14(c), design flow rates for establishments not identified [in table I SA 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: 10,800 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):
FORM: FTA 10-23 Page 2 of 5

VI1. GRAVITY SEWER DESIGN CRITERIA (If Applicable) - 02T .0305 & MDC (Gravity Sewers):
1. Summarize gravity sewer to be permitted:
Size (inches) Length (feet) Material
8 340 PVC-SDR 35
➢ 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
Vill. 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: o- 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)
b. Power reliability in accordance with 15A NCAC 02T .0305(h)(1):
❑ 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 15A NCAC 02T.0305(f) & (g)`! ® 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-I waters of Class I or
Class II 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(f) or (a). see Section X. I 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 webnage
2. Does this project comply with the minimum separation requirements for water mains? ®Yes [:)No ❑ Nr'A
➢ If no, please refer to 15A NCAC 18C.0906(f) for documentation requirements and submit a separate document,
signed/scaled by an NC licensed PE, verifying the criteria outlined in that Rule.
3. Does the project comply with separation requirements for wetlands? ® Yes [:)No ❑ NSA
➢ Please provide supplementary information identifying the areas of non-conformance.
➢ Seethe 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: Neuse ❑ 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 2B.0202
5. Does the project require coverage/authorization under a 404 Nationwide/individual permits ❑ Yes ® No
or 401 Water Quality Certifications?
➢ Please provide the permit number/permitting status in the cover letter if coverage?authorization is required.
6. Does project comply with 15A NCAC 02T.0 I 05(c)(6) (additional permits/certifications)? ® Yes ❑ No
Per 15A NCAC 02T.0105(c)(6), directly related environmental permits or certification applications 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 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

DocuSign Envelope ID 757C4829-47AE-4BB8-A8AA-2A57B2AEADFC
X. CERTIFICATIONS:
1. Does the submitted system comply with 15A NCAC 02T, the Minimum Design Criteria for the Pennittin, of Pump Stations
and Force Mains latest version and the Gravity Stever Minimum Design Criteria [latest version) as applicable?
® Yes ❑ No
If no, for projects requiring a single variance, complete and submit the VariancelAltcrnative 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 reguiring 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, �d , attest that this application for Wrenn Apartments
(Professional Engikleer's name from Application Item III. t,) (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 Design Criteria for Gravity Sewers (latest version), and the Minimum Design Criteria for the Fast -Track Permitting
of Puma Stations and Force Mains (latest version). Although other professionals may have developed certain portions of this
submittal package, inclusion of these materials under my signature and seal signifies that I have reviewed this material and
have judged it to be consistent with the proposed design.
NOTE - In accordance with General Statutes 143-215.6A and 143-215.6B, any person who knowingly makes any false
statement, representation, or certification in any application package shall be guilty of a Class 2 misdemeanor, which may
include a fine not to exceed $10,000, as well as civil penalties up to $25,000 per violation. 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: 11 � CA
SEAL
� 022321 b
�NGINE�Q`G��:
3. Applicant's Certification per 15A NCAC 02T .0106(b):
024
1 Christopher Doherty , attest that this application for Wrenn Apartments
(Signature Authority Name from Application Item I.3.) (P%ect Name from Application Item 11-1)
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 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.
C—Z—
Signature: _ Date: 03-14-2024
FORM: FTA 10-23 Page 5 of 5

hlCD�pto! �1;V'PO]"ili1e:ItQ�
Qt1:71('t`�
State of North Carolina
P1R 1 2024 Department of Environmental Quality
Division of Water Resources
�W R Raleigh ��Fjk
Dh4slon of gym Resources Qw Tracking for Sewer Extension Applications
(FTSE 10-23)
Entity Requesting Allocation: Franklin County Public Utilities
Project Name for which flow is being requested: Wrenn Farms Apartments
More than one FTSE maybe required for a single project if the owner of the WWTP is not responsible for all pump
stations along the route of the proposed wastewaterflow.
I. Complete this section only if you are the owner of the wastewater treatment plant.
a. WWTP Facility Name: FRANKLIN COUNTY
b. WWTP Facility Permit ##: N00069311
c. WWTP facility's permitted flow
d. Estimated obligated flow not yet tributary to the WWTP
e. WWTP facility's actual avg. flow
f. Total flow for this specific request
g. Total actual and obligated flows to the facility
h. Percent of permitted flow used
All flows are in MGD
3.00
0.600
1.350
0.0108
1.9608
65.4%
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 1 pf), 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)
Downstream Permit Number:
Franklin County
21549
Page 1 of 6
FTSE 10-23

111. Certification Statement:
I Christopher Doherty, Public 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 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 Date
Public Utilities Director
Title of Signing Official
Page 2 of 6
FTSE 10-23

Wrenn Farms Apartments
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Proposed 96 Gravity Sewer
{ Wrenn�Farms Apartments
`Existing Gravity Sewer at
+ 'A`djacent Wren_ fi Farms
+A ' Permit No! W 0044919
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Youngsvi.ON
Resources:
USGS Franklinton Quadrangle
7.5 Minute Series (2022)
ESRI Basemap - USA Topo Maps
Timmons Group Design Data
2,000
= Feet
WRENN FARMS APARTMENTS ..•..
DWR SEWER SYSTEM EXTENSION
TIMMONSoGROUP
USGS TOPO MAP '"" �"�'� .'°°'.
YOUNGSVILLE, FRANKLIN COUNTY, NC

DocuSinn Envelope ID: 3DC8FDE6-FBCC4D3D-BD99-DA2C5663C34i:
ROY COOPER
Governor
ELIZABETH S. BISER
Secretary
RICHARD E. ROGERS, JR.
Director
NORTH CAROLINA
Errvlronmenral Quality
July 31, 2023
Christopher Doherty, Public Utilities Director
Franklin County Public Utilities
1630 U5 1 N
Youngsville, NC 27596
Subject: Residential Flow Reduction Approval
Franklin County Public Utilities WWTP
Permit No. NCO069311
Franklin County
Dear Mr. Doherty:
On July 26, 2023, the Division of Water Resources (Division) received your request for an adjusted daily
sewage flow rate (flow reduction) that would apply to all Franklin County Public Utilities permitted but
not yet tributary residential connections and all future residential connections tributary to this facility.
The request to include Youngsville and Franklinton, which were excluded from the flow reduction
approval issued to Franklin County Public Utilities on August 19, 2008, and for the reduction to apply to
the entire Franklin County owned operating system has been approved.
In accordance with 15A NCAC 02T .0114(f)(2), the Division has evaluated the request, and based on the
data submitted and the Division of Water and Infrastructure (DWI) guidance, the Division hereby
approves for use by Franklin County Public Utilities, an adjusted daily sewage design flow rate of 250
gallons per day per single-family dwelling, effective immediately. This flow reduction shall be
applicable to existing permits with flows not yet tributary to the Franklin County collection system and
all future permits issued to Franklin County Public Utilities.
Future sewer extension applications should be made using the flow reduction amount stated above. All
other aspects of the permitting process remain unchanged, and all applications must be in compliance
with the statutes, rules, regulations and minimum design criteria as certified by the owner and engineer.
Reizardless of the ad-usted design daily wastewater flow rate at no time shall the wastewater flows
exceed the effluent limits defined in the permit for the treatment facility or exceed the capacity of the
sewers downstream of any new sewer extension or service connections .
QEQ� "'
� tiorth Carolina Dcpanmm co! latti rn iruncntal Oualhy 1 Division ofWater Resources
512 North Safisburg Street 1 1611 Mail Scrvicc Ccntcr I Ralcigh, North Carohna 27699-1611
.rrw�""e.w.w.rrorra� 919-70.90(I(1

DocuSign Envelope ID: 3DC8FDE6-I=8CC4D3D-8D99-DA2C5663C34F
Franklin County
The granting of this flow reduction does not prohibit the Division from reopening, revoking, reissuing
and/or modifying the flow reduction as allowed by the laws, rules, and regulations contained in 15A
NCAC 02T, NCGS 143-215.1, or as needed to address changes in State and/or Federal regulations with
respect to wastewater collection systems, protection of surface waters and/or wastewater treatment.
If you have any questions, please contact Zac Lentz, PE at [phone], or via email at
Zac. Lentz @decl. n c.pov.
Sincerely, Docusignedby,
E
A elnh]*tt(.b
C464531431644FE
for Richard E. Rogers, Jr.
Director, Division of Water Resources
by Michael Montebello
NPDES Branch Chief, Division of Water Resources, DEQ
Cr-: Chris Doherty, Public Utilities Director ([e-mail])
Raleigh Regional Office, Water Quality Regional Operations
Municipal Permitting Unit (electronic copy)
Page 2 of 2

000�•
• •
TIMMONS GROUP
YOUR VISION ACHIEVED THROUGH OURS.
TRANSMITTAL
TO: NCDEQ DWR — Raleigh Regional Office
Alp f
Date: 03/29/2024 ,fob # �54050
3800 Barrett Drive Project: Wrenn Farms Apartments
Raleigh, NC 27609 Reference:
ATTN: SS Fast Track Permitting personnel Copies Sent To:
® ENCLOSED PLEASE FIND:
❑ WE ARE SENDING UNDER SEPARATE COVER:
COPIES
DATE
NUMBER
DESCRIPTION
1
1
Fast Track Sewer Application (Incl. Flow Acceptance Form/
Certification Statement
1
2
Check for $600
1
3
Project Narrative
1
4
USGS ma
1
5
Vicinity Ma
1
6
Franklin Coun Residential Flow Reduction Approval Letter
THESE ITEMS ARE TRANSMITTED:
If enclosures are not as noted, please notify us at once.
COMMENTS:
Feel free to contact me with any questions at 984-222-1613 or @ [e-mail]
Thank you,
Clay Oliver, PE
Project Manager
SIGNED:
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Wilson, Susan A
From: Wilson, Susan A
Sent: Wednesday, May 22, 2024 9:26 AM
To: Clay Oliver
Cc: Mike Zaccardo; [e-mail]
Subject: RE: [External] RE: Wrenn Farm Apartments Sewer Extension Application WQ0045261
No — I'll correct it and put this email as part of the application record.
Thankyou!
From: Clay Oliver <[e-mail]>
Sent: Tuesday, May 21, 2024 9:38 AM
To: Wilson, Susan A <[e-mail]>
Cc: Mike Zaccardo <[e-mail]>; [e-mail]
Subject: [External] RE: Wrenn Farm Apartments Sewer Extension Application WQ0045261
You don't often get email from [e-mail]. Learn why this is important
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.
Good morning, Susan. The correct permit number is WQ0021549. Do you need us to submit a corrected
application? Let me know if you have any more questions.
Best regards,
Clay
Clay D. Oliver, PE
Project Manager
TIMMONS GROUP I http://www.timmons.com
5410 Trinity Rd., Suite 102 1 Raleigh, NC 27607
Office: 984.222.1613 1 Fax: [phone]
Mobile: [phone] Clay. Oliver timmons.com
Your Vision Achieved Through Ours
To send me files greater than 20MB click here.
From: Mike Zaccardo <[e-mail]>
Sent: Thursday, May 16, 202410:17 AM
To: Clay Oliver <[e-mail]>
Cc: Tim Hess <[e-mail]>; Dexter Howell <[e-mail]>
Subject: FW: Wrenn Farm Apartments Sewer Extension Application WQ0045261
Clay,
Could you please look into this for us?

If you cannot on Monday, we can discuss and I will jump in if needed
thanks
Mike Zaccardo, PE
Senior Project Manager
TIMMONS GROUP I www.timmons.com
5410 Trinity Rd., Suite 102 1 Raleigh, NC 27607
Office: 919.532.3281 1 Fax: [phone] Cell: 919.624.4927
mike.zaccardo(d_)timmons.com
Your Vision Achieved Through Ours
To send me files greater than 20MB click here.
From: Wilson, Susan A <[e-mail]>
Sent: Wednesday, May 15, 2024 4:33 PM
To: Mike Zaccardo <Mike.Zaccardo(@timmons.com>
Cc: Chris Doherty <[e-mail]>
Subject: Wrenn Farm Apartments Sewer Extension Application WQ0045261
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 Mike -
Sorry in my delay of reviewing this project. I'll move forward with this next week likely -just some clarification.
1. This project essentially ties into the previously approved Wrenn Farms (WQ0044919) and then goes to
existing FCPU 8 inch GS line? You indicated that it is WQ12549 (?) on Part V.1. Chris indicated 21549 on
his flow tracking sheet (which I assume he meant WQ0021549?) If you guys could just look that over and
Let me know the correct number.
Thankyou!
Respectfully,
Susan Wilson
Environmental Engineer (Part Time, Temporary)
Water Quality Regional Operations - Raleigh Regional Office
NC Department of Environmental Quality
Office: 919-791-4240
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.