WQ0044208_Application (FTSE)_20230815

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(45c-�#D DWR to/tof $? Department of Environmental Quality
Division of Water Resources
FAST TRACK SEWER SYSTEM EXTENSION APPLICATION
Dhrlsloa of Water Resources FTA 06-21 & SUPPORTING DOCUMENTATION
Application Number: V` 00 q4 20ro (to be completed by DWR)
All items must be completed or the application will be returned
1. APPLICANT INFORMATION:
1. Applicant's name: Holden Creek. LLC (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: Robert W. Neeb per t SA NCAC 02T .0106(b}
Title: Manager Partner
4. Applicant's mailing address: 8105 Diazit Drive
City: Wake Forest State: NC Zip: 27587-
5. Applicant's contact information:
Phone number: (2L9) 889-3445 Email Address: rwneeb0diazit.com
II. PROJECT INFORMATION:
1. Project name: Holden Creek LS1
2. Application/Project status: ® Proposed (New Permit) ❑ Existing Permit/Project
If a modification, provide the existing permit number: WQ0037802 and issued date: 7/812015,
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: 36.01900: Longitude:-78.49690
5. Parcel ID (if applicable): 1842.85-9820 (or Parcel ID to closest downstream sewer)
Ill. CONSULTANT INFORMATION.
1. Professional Engineer: Michael Crowley License Number: 20629
Firm: Crowlet Professional Engineers. Inc.
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Mailing address: 247 Bishop Falls Road
City: Wake Forest State: NC Zip: 27587-
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Prone number: 9{ 99) 625-6756 Email Address: mcrowle caaen ineers.com
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IV. WASTEWATER TREATMENT FACILITY (WWTF) INFORMATION:
t. Facility Name: FCPU WWTF Permit Number: NC 0069311
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Owner Name: Franklin County Public Utilities
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V. RECEIVING DOWNSTREAM SEWER INFORMATION:
1. Permit Number(s): WQ
2. Downstream (Receiving) Sewer Information: 4" and 6" ❑ Gravity ® Force Main
3. System Wide Collection System Permit Numbers) (if applicable): WQCS00179
Owner Name(s): Franklin County Public Utilities
FORM: FTA 06-21 Page 1 of 5

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 ®NiA
2. If the Applicant is a Developer of lots to be sold, has a Developer's Operational Agreemcnt {] ORM: DEVI been attached?
[:]Yes ® No ❑ N/A
3. If the Applicant is a Home/Property Owners' Association, has an 110AFOA 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):
N Residential (Individually Owned) ❑ Retail (stores, centers, malls) ❑ Car Wash
❑ Residential (Leased) ❑ Retail with food preparationtservice ❑ Hotel and/or Motels
❑ School ! preschool I day care ❑ Medical i dental 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 l 5A `,CAC 02T .0103(201)
If Industrial, is there a Pretreatment Program in effect? ❑ Yes❑ No
6. Hasa flow reduction been approved under 15A5A NCAt` 02T _ l 14{f?? ❑ Yes ® No 3 oww I DuGTlo Al
➢ Its, provide a copy of flow reduction approval letter with, this application
7. Summarize wastewater generated by project:
Establishment Type (see 02T.0114(f))
Daily Design Flow'"
No. of Units
Flow
245 single family homes
250 gal/day
245
61,250 GPD
gal.
GPD
gala
GPD
gaF
GPD
gala
GPD
gale
GPD
Total
61,260 GPD
a See 15A NCAC Q"t .0114ih1, (di. felll) and te}Q) 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
b Per 15A NCAC 02T .0114(c), design flow rates for establishments not identified [in table 15A NCAC 02T.0114] shall be
determined using available flow data, water using fixtures, occupancy or operation patterns, and other measured data.
8. Wastewater generated by project: 61,260 GPD (per 115A �[.'A[.' 02T .0114)
➢ 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): LS#1 can handle the additional flow, the additional flow along with updated FTSE from FCPU will be
provided in the Phase 7 aimlication under se arate permitting.
FORM: FTA 06-21 Page 2 of 5

VII. GRAVITY SEWER DESIGN CRITERIA (If Applicable) - 02T .0305 & MDC (Gravity Sewers):
L Summarize gravity sewer to be permitted:
Size (inches) Length (feet) Material
➢ 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 (Puma StationslForce Mains}:
PROVIDE A SEPARATE COPY OF THIS PAGE FOR EACH PUMP STATION INCLUDED rN THIS PROJECT
I . Pump station number or name: LS#1
2. Approximate Coordinates (Decimal Degrees): Latitude: 36.019000 Longitude:-78.49590-
3. Total number of pumps at the pump station: 2
3. Design flow of the pump station: 0.47 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): 325 gallons per minute (GPM) at 106 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 2.0IC. l.b. ❑ Grinder Pump ❑ Mechanical Bar Screen ❑ Other (please specify)
6. Power reliability in accordance with 15A NC AC. 02T .0305N 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 06-21 Page 3 of 5

IX. SETBACKS & SEPARATIONS — (02B .0200 & 15A NCAC 02T .0305(f)):
1. Does the project comply with all separations/altematives found in 15A NCAC 02T .L 305t o & W? ® Yes []No
15A NCAC 02T.0305(f) contains minimum separations that shall he nrovided for sewer wdemv
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 II 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)
36 inches
➢ If noncompliance with 02T. Q3Q5(I) or (g1, see Section X.1 of this application
* 1 SA NCA. ' 02TALOIcontains alternatives where separations in 02T.0305(fl 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 webpU
2. Does this project comply with the minimum separation requirements for water mains? ❑ Yes ❑ No ® NIA
➢ If no, please refer to 15A NCAC 18C.0906(f) for documentation requirements and submit a separate document,
signed/sealed by an NC licensed PE, verifying the criteria outlined in that Rule.
3. Does the project comply with separation requirements for wetlands? ❑ Yes ❑ No ®N/A
➢ Please provide supplementary information identifying the areas of non-conformance.
➢ Seethe Division's draft separation requiremenA 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 MCAC 2B . 2U0? ® Yes ❑ No
➢ This includes Trout Buffered Streams per 15A NCAC 2B.0202
5. Does the project require coverage/authorization under a 404 Nationwidelindividual permits ❑ Yes ® No
or 401 Water Quality Certifications?
➢ Please provide the permit number'per mitting status in the cover letter if coverage/authorization is required.
6. Does project comply with 15A NCAC 02T.0I05W(fJ (additional permits/certifications)? ® Yes [:]No
Per 15A N(..AC 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 N A "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 06-21 Page 4 of 5

X. CERTIFICATIONS:
I. Does the submitted system comply with 15A NC'AC 02T, the Minimum Design Criteria fir the Permitting of Pump Stutiws
and Force .Mains.tlatest version), and the Gravit� Scwer Minimum Design Criteria i latest versi n as applicable?
® Yes ❑ No
If no, for projects requiring a single variance, complete and submit the Variance Alternative Design Request application
(VADC 10-14) and supporting documents for review to the Central Office. Approval of the request will be issued
concurrently with the approval of the permits and projects reauiring a variance approval may be subject to loner
review times. For projects rgguiring two or more variances or where the variance is determined by the Division to be a
sienificant portion of the project, the full technical review is required.
2. Professional Engineer's Certification:
I, Michael Crowley attest that this application for Holden Creek LS1
(Professional Engineer's name from Application Item 111.1 ) 1Project Name iiom Application Item it 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 forGrayltl- Sewers (latesr veersion), and the Minimurrl Doixa Criteria for.Mc Fast_Track Permitting
of Pump Stations and Force Mains datest vcniurtl. 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 S25,000 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
North Carolina Professional Engineer's seal, signature, and date:
Applicant's Certification per 15A NCAC 02T .0106(b):
I. Robert W. Neeb . attest that this application for Holden Creek LS1
i%ignaturc Awhonty Name from Application Item 1.3 ) I Project Name from Application Item II 1 t
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. 1 will make no claim against the Division
of Water Resources should a condition of this permit be violated. I also understand that if all required parts of this application
package are not completed and that if all required supporting information and attachments are not included, this application
package will be returned to me as incomplete.
NOTE — In accordance with General Statutes 143-215.6A and 143-215.613, any person who knowingly makes any false
statement, representation, or certification in any application package shall be guilty of a Class 2 misdemeanor, which may
include a fine not to exceed $10,000 as well as civil penalties up to $25,000 per violation.
Signature: __ 4) - Date: 6% 4
/).�
FORM: FTA 06-21 Page 5 of 5

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AI CROWLEY
t'roletisiv)no_ ['11gineer5
Holden Creek Preserve Subdivision
Water and Sewer system narrative
Project description:
The Holden Creek Preserve subdivision is a multi -phase residential development located in the Town of Youngsvi'le in
Franklin County_ The entire developable properly encompasses approximately 117 acres, with phase 7 being the current
phase of construction. Future phases 8-10 will add approximately 100 additional lots, at which time the project is
complete.
The project consists of 285 single family lots between phase 1 and phase 7, 10,622 LF of 8' PVC public sewer, 422 LF
of 8" DI public sewer, and 2.869 LF of 6" PVC public force main. A summary of public sewers is shown below.
The project also has one privately owned and maintained lift station designated LS1. Phases 1-3 d scharge to the outfall
directly to the Hunter Place lift slat on (owned by Franklin County). Phase 4 of the development, and all future phases,
discharge to LS1.
Gravity Sewer Application Package:
1.
Application
2.
Project plans
3.
Application fee
4.
Flow Tracking/Acceptance form
5.
USGS map
6.
Street map
7.
Lift station calculations
Project Details:
The following chart summarizes the public sewer and force main to be permitted:
A 'r rIV%IlA.Y Crowley Professional I n8ineers, lor. 247 Bishop Falls Road, Wake Koresl, NC 27587
' 919.625.6755 NC Firm C•44%Tx firm 12G13, VA firm 0407003593
Pare 1 of 6

NC Dept of Environmental Quality
MAR 10 2023
Raleigh Regional Office
Holden Creek Phase 7
Water and Sewer system narrative
caaENGINEERS, Inc.
PROFESSIONAL ENGINEERS
Project description:
Holden Creek Phase 7 is the seventh phase of a multi -phase residential development located in the Town of Youngsville
in FrankLn County. The entire developable property encompasses approximately 117 acres, phase 7 encompasses
approximately 14 acres, and the disturbed area of this phase is approximately 20 acres Phase 7 has 45 residential lots.
Future phases 8-10 will add approximately 100 additiona3 lots, at which time the project is comp ete.
Gravity Sewer Application Package:
1.
Application
2.
Project plans
3.
App,4cation fee
4.
Flow TrackinglAcceptance form
5.
USGS map
6.
Street map
7.
Lift station c6culations
Project Details:
Project will consist of approximately 1,500 If of 8" PVC sanftary sewer, and 15 four -foot diameter sewer manholes. The
proposed gravity sewer will serve 28 of new resident -al lots in Phase 7 while 17 of the proposed lots will be served by
existing mains permitted in previous phases. All of the proposed sewers wifl ultimately discharge into the existing private
lift station (LS1) which will ultimately discharge into the existing Hunter Place Lift Station owned by Franklin County Public
Utilities.
The existing lift station currently conveys sewer through 1,661 If of 4" PVC force main and 2,662 If of 6" PVC force main.
As part of phase 7, the current lift station access drive will be relocated. The existing 4" force main (from the lift station
to the intersection of Creek Bend Drive and Porter Hill Drive) will be re-routed with 398 If of new 6" force main from a
point on the 4" force main approximately 90' from the lift station, along the new access drive, to the intersection of Creek
Bend Drive and Porter Hill Drive -
Following construction of Phase 7 there will be 245 lots connected to the private lift station. The station has adequate
capacity to serve the additional connections. The proposed end of service operating point for the system will be 325
gpm at 105' TDH. The system will start 3 times per hour at the float elevations shown on the attached calculation sheets,
4932 B Windy Hill Drive, Raleigh, NC 27609
caENGINEERS. Inc- [phone]
NC License number C-2151 Page 1 of 1

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State of North Carolina
Department of Environmental Quality
Division of Water Resources
FAST TRACK SEWER SYSTEM EXTENSION APPLICATION
Division of Water Resources INSTRUCTIONS FOR FORM: FTA 06-21 & 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 (Gravity Sewer & Pump Stations!`i;orce Mains} and that plans, specifications and supporting documents
have been prepared in accordance with 15A NCAC 02T, 15A NCAC 02T .0300, Division policies, and Qood 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 ] 5A .NCAC ar 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 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 1.2 is a corporation or company, provide documentation it is registered for business with the
North Caro Iina Sccrctary of State.
❑ If the Applicant Type in Item 1.2 is a partnership or dlbla, 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
hecnscd Professional I:nPineer.
The Applicant's Certification on Page 5 of the application shall be signed in accordance with I5A NCAC 02T .0106(b). Per
15A NCAC 02T .0106(c), an alternate person may be designated as the signing official if a delegation letter is provided from
a person who meets the criteria in 15A NCAC 02T .0106(b).
INSTRUCTIONS FOR FORM: FTA 06-21 & SUPPORTING DOCUMENTATION Pagel of3

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.
D 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. 143-215.67LZt1.
➢ Intergovernmental agreements or other contracts will not be accepted in lieu of a project -specific FTSE.
F. Site Maps (AD 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 02"!" .0305ih}( l ), 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 1 SA ACM "011 S(aW I) provide the Certificate of Public Convenience and Necessity from the North Carolina Utilities
Cummhwion 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 .Knrth Carolina Utilities Commission's 1Y;w and Scwcr Division Public SWY 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/Pronerty Owners' Associations
❑ Per 15A C 02T .01 IS(a), submit the properly executed QPgratiMl Aereeme t iF4 'l: 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 t5A NCB l" .0115(b), submit the properly executed Qpe jkTal Agreement (FORM, DEVi,
For more information, visit the Division's collection systems websire
INSTRUCTIONS FOR FORM: FTA 05-21 & 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
Asheville Regional Office
Water Quality Section
Fayetteville Regional Office
Water Quality Section
Mooresville leaional Office
Water Quality Section
Raleiah Reaional Office
Water Quality Section
Washington Regional Office
Water Quality Section
Wllminaton Reaional Office
Water guidity Section
Winton -Salem Regional Office
Water Quality Sec1(lon
ADDRESS COUNTIES SERVED
2090 US Highway 70 Avery, Buncombe, Burke, Caldwell, Cherokee,
Swannanoa, North Carolina 28778-8211 Clay, Graham, Haywood, Henderson, Jackson,
[phone] Macon, Madison, McDowell, Mitchell, Polk,
[phone] Fax Rutherford, Swain, Transylvania, Yancey
225 Green Street Suite 714 1 Anson, Bladen, Cumberland, Harnett, Hoke
Fayetteville, North Carolina 28301-5095 Montgomery, Moore, Robeson, Richmond
[phone] Sampson, Scotland
[phone] Fax
610 E. Center Avenue
Mooresville, North Carolina 28115
[phone]
[phone] Fax
3800 Barrett Drive
Raleigh, North Carolina 27609
[phone]
[phone] Fax
943 Washington Square Mall
Washington, North Carolina 27889
[phone]
[phone] Fax
127 Cardinal Drive Extension
Wilmington, North Carolina 28405
[phone]
[phone] Fax
450 W. Hanes Mill Road
Suite 300
Winston-Salem, North Carolina 27105
[phone]
[phone] Fax
Alexander, Cabarrus, Catawba, Cleveland,
Gaston, Iredell, Lincoln, Mecklenburg, Rowan,
Stanly, Union
Chatham, Durham, Edgecombe, Franklin,
Granville, Halifax, Johnston, Lee, Nash,
Northampton, Orange, Person, Vance, Wake,
Warren, Wilson
Beaufort, Bertie, Camden, Chowan, Craven,
Currituck, Dare, Gates, Greene, Hertford, Hyde,
Jones, Lenoir, Martin, Pamlico, Pasquotank,
Perquimans, Pitt, Tyrrell, Washington, Wayne
Brunswick, Carteret, Columbus, Duplin, New
Hanover, Onslow, Pender
Alamanoe, Alleghany, Ashe, Caswell, Davidson,
Davie, Forsyth, Guilford, Rockingham, Randolph,
Stokes, Surry, Watauga, Wilkes, Yadkin
INSTRUCTIONS FOR FORM: FTA 05-21 & SUPPORTING DOCUMENTATION Page 3 of 3

Limited Liability Company
Legal Name
Holden Creek; LLC
Information
Sos id: 1022070
Status: Current -Active O
Date Formed: 1f15/2008
Citizenship: Domestic
Annual Report Due Date: April 15th
Annual Report Status: Current
Registered Agent: Neeb; Robert W
Addresses
Mailing
8105 Diazit Drive
Wake Forest, NC 27587
Principal Office
8105 Diazit Drive
Wake Forest; NC 27587
Reg Office
8105 Diazit Drive

Doc 1" Envelope ID: 3DC8FDE6 FBCC 4D3D-8D99 DA2C5663C34�
ROY COOPER
Governor
ELIZABETH S. BISER
Secretary
RICHARD E. ROGERS, JR.
Director
NORTH CAROLINA
Environmental Quality
July 31, 2023
Christopher Doherty, Public Utilities Director
Franklin County Public Utilities
1630US1N
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.
Regardless of the adjusted 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 connection(s).
D � ��� North Carolina Department of Environmental Quality I Division of Water Resources
512 North Salisbury Street 1 1611 Mail Service Center I Raleigh, North Carolina 27699-1611
NORTH CARCLINq ^ 919.707.9000

DocuSign Envelope ID: 3DC8FDE6-FBCC-4D3D-8D99-DA2C5663C34F
..., — I Y
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
[e-mail].
Sincerely, DocuSigned by:
E
l �l.blit�' kuh
C464531431644FE...
for Richard E. Rogers, Jr.
Director, Division of Water Resources
by Michael Montebello
NPDES Branch Chief, Division of Water Resources, DEQ
Cc: Chris Doherty, Public Utilities Director ([e-mail])
Raleigh Regional Office, Water Quality Regional Operations
Municipal Permitting Unit (electronic copy)
Page 2 of 2

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Notes to File
WQ0037802 MOD Holden Creek Preserve Subdivision, Franklin County Public Utilities
WQ0044208 Holden Creek LS1 Holden Creek LLC
A complicated permitting process. Franklin County Public Utilities (FCPU) will now own/operate all
gravity sewers and force mains for Holden Creek Preserve. This modification WQ0037802 MOD reflects
this change. Some permitting history has been lost with this subdivision — so incorporating all current
phases under this permit modification seemed the most efficient way to process this. The subdivision
has retained the same engineer throughout the phases (Michael Crowley, PE). A PE certification for the
entire project will be submitted upon completion of phase 7.
FCPU does not wish to own/operate the pump station for this project (it was previously permitted but
now being upgraded with phase 7). Holden Creek LS1 will now be permitted under WQ0044208 and
owned/operated by Holden Creek, LLC. This is not an ideal situation, but this permit writer (after
conversation with many others in DWR) could not determine a way to prevent this. Although DWR does
permit private pump stations, this is unusual in that the public entity will own/operate the incoming
gravity sewers and outgoing force main.
During this process — this office also determined that the low flow reduction approved for FCPU did not
apply when they took over operations for Youngsville. FCPU had to apply again for flow reduction to
include all areas in which it operates. That was approved in July 2023.
Also note (and this is outlined in the application for WQ0037802 MOD) that some existing/permitted
gravity sewers go to LS1, but some go directly to FCPUs Hunter Place LS.
SA Wilson (10/27/2023)