WQ0037802_Application (FTSE)_20231010

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Holden Creek Preserve Subdiv'sion
Water and Sewer system narrative
f CRO VV LEY
1'1-01'e%sional I. ngincers
Project description:
The Holden Creek Preserve subdivision is a mu li-phase residential development located in the Town of Youngsville in
Franklin County. The entire developable property 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 pub'ir 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 Nft station designated LS1, Phases 1-3 discharge to the outfall
directly to the Hunter Place lift station (owned by Franklin County). Phase 4 of the development, and all future phases,
discharge to L81.
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
( Itt Iwl.t.ti Crowley Professional Eng%neers, Inc. 247 RishoP Falls Road, Wake forest, NC 27587
" �' 919.67.5.G755 NC Firm C- 44G8, TX Firm 12613, VA Firm 0407003593
Pate 1 of 6

�� 'D �it;a eMa4j lo�ifllZ�j�,
State of North Carolina
DWR
Department of Environmental Quality
Division of Water Resources
FAST TRACK SEWER SYSTEM EXTENSION APPLICATION
Division of Water Resources FTA W21 & SUPPORTING DOCUMENTATION
AoD
Application Number:AQ0 1b'0 (tulm.compldcdbyDWR)
All items mutt be completed or the neylication will be returned
I. APPLICANT INFORMATION:
1. Applicant's name: Franklin Counly Public Utilities (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: Chris Doherty per 15A NCAC 02T .0106(bl
Title: Director
4. AppIicant's mailing address: 1630 US Highway 1
City: Younnsville State: NC Zip: 27596-
5. Applicant's contact information:
Phone number: (219) 5566-6177 Email Address: cdoherty0frankllncogptyne.us
11. PROJECT INFORMATION:
1. Project name: Holden Creek Preserve subdivision t>,vs y ems, rl
2. Application/Project status: r . Existing Pennit/Project �% to ] 2'j Jr�
If a modification, provide the existing permit number: WQ00 &and issued dale: ✓r [
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:-7B.495909
5. Parcel ID (if applicable): 1842-65.9820 (or Parcel ID to closest downstream sewer)
111. CONSULTANT INFORMATION:
1. Professional Engineer: Michael Crowley License Number: 20629
Firm: Pfowlev Professional Engineers, Inc.
Mailing address: 247 Bishop Falls load
City: Wake Forest Stale: NC Zip: 27587
Phone number: [phone] Email Address: mcrowley(Mcaaennineers.com
IV, WASTEWATER TREATMENT FACILITY (WWTF) INFORMATION:
1. Facility Name: FCPU WWTF Permit Number: NC 0069311
Owner Name: Franklin County Public Utilities
V. RECEIVING DOWNSTREAM SEWER INFORMATION:
I. Permit Number(s): WQ0037802
2. Downstream (Receiving) Sewer Information: 8 inch M Gravity ❑ Force Main
3. System Wide Collection System Permit Number(s) (if applicable): WQCSOOI79
Owner Nsme(s): Franklin County Public Utilities
FORM: FTA 06-2 t 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 Operadonal A emem (FORM: DEV) been attached?
❑ Yes ❑ No ® NIA
3. If the Applicant is a Home/Property Owners' Association, has an i-lOA/POA Ooerational_AgrecWgul fFORM:110A) and
supplementary documentation as required by 15A NCAC 027.0115(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 I preschool / day care ❑ Medical / dental / veterinary facilities ❑ Swimming Pool/Clubhouse
❑ Food and drink facilities ❑ Church ❑ Swimming Pool/Filter Backwash
❑ Businesses / offices / factories ❑ Nursing Home ❑ Other (Explain in Attachment)
5. Nature of wastewater: 001A Domestic % Commercial % Industrial (See 15A NCAC 02T Q 103(20))
If Industrial, is there a Pretreatment Program in effect? ❑ Yes El No
6. Hasa flow reduction been approved under 15A NCAC .02T .0114(L?? ® Yes ❑ No
Y If Yes. provide a copy of flow reduction approval letter with thil ae2lication
7. Summarize wastewater generated by project:
Establishment Type (see 02.T.01I4(f))
Daily Design Flow
No. of Units
Flow
Residential homes
250 gal/day
285
71,250 GPD
gait
GPD
gal/
GPD
gal/
GPD
gall
GPD
gall
GPD
T01111
T1,250 GPD
a See 15A NCAC 024 b e 1 and e 2 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 (lie Atlantic Intracoastal Waterway to be used as vacation rentals as defined
in g.5.41A-4).
b Per 15A NCAC 02T .0114(c), design flow rates for establishments not identified [in table 15A_NCAC 02T.Q I1141 shall be
determined using available flow data, water using fixtures, occupancy or operation patterns, and other measured data.
S. Wastewater generated by project: 71.250 GPD (per 15A NCAC 02T .011A)
Y Do not include future flows or previously permitted allocations
If permltted flow is zero, please Indicate wlry:
❑ 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 (lie approximate limeframe 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

VII. GRAVITY SEWER DESIGN CRITERIA (If Applicable) - 02T.0305 & 11IDC (Gravity Sewers):
1. Summarize gravity sewer to be penmitted:
Size (incites) Length (feet) Mnterlal
8 10,622 PVC
8 427 DI
Y Section lI & 111 of the MDC for Permitting of Gravity Sewers contains information related to design criteria
A Section III contains information related to minimum slopes for gravity sewer(s)
Y Oversizing lines to meet minimum slope requirements is not allowed and a violation of the MDC
VIII. PUMP STATION DESIGN CRITERIA (If Applicable) —_QjL&05 & MDC (Pumn 51glionstriorce Main :
MVIDE A SEPARATE COPY OF THIS PAGE FOR L6CH PUMP STATION INCLUDED rnt THIS RRQX-CT
1. Pump station number or name:
2. Approximate Coordinates (Decimal Degrees): Latitude: Longitude: -
3. Total number of pumps at the pump station:
3. Design flow of the pump station: millions gallons per day (limn capacity)
Y 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) Materinl
B 2,870 PVC
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 NCAQ 02T.0305(h)(1):
❑ Standby power source or ❑ Standby pump
Y Must have automatic activation and telemetry - 15A NCAC 02T.0305(h)(l)(B).
Y Required for all pump stations with an average daily flow greater than or equal to 15,000 gallons per day
D 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 die rotation schedule of the portable power source or pump, including travel timeframes, shnll 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(I)):
1. Does the project comply with all sepamtionstalternatives found in 15A NCAC2T .0 OS I & ? ® Yes ❑ No
I5A NCAC 02T_0305(f) ennlninc minimum ce arafinnc din! ch.11 1'...re AA -A c ..
Setback Parameter* Vv
Separation Required
Stonn sewers and other utilities not listed below (vertical)
18 inches
2Water mains (vertical - water over sewer preferred, including in benched trenches)
18 inches
1Water mains (horizontal)
10 feet
Reclaimed water Iines (vertical - reclaimed over sewer)
18 inches
Reclaimed water lines (horizontal - reclaimed over sewer)
2 feet
**Any private or public water supply source, including any wells, WS-1 waters of Class I or
Class 11 impounded reservoirs used as a source of drinking water, and associated wetlands.
100 feel
*'"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.
IO 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 feel
Drainage systems and interceptor drains
5 feet
Any swimming pools
I0 feet
Final earth grade (vertical)
36 inches
u noncompnance wun vs 1.usva111 or wl see Section X.1 or this application
*15A NCAC Q2T.Q, 05(e) contains altenatives wheresepamtions in 02T.0305(1l 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(Y Surface Water Clussirications wcbpan
2. Does this project comply with the minimum separation requirements for water mains? ® Yes ❑ No ❑ N/A
Y 1f no, please refer to 15A NCAC 18C.0906(1) for documentation requirements and submit a separate document,
signed/sealed by an NC licensed PE, verifying the criteria outlined in that Rule.
3. Does the project comply with separation requirements for wetlands? ® Yes ❑ No ❑ NIA
Y Please provide supplementary information identifying the areas of non-conformance.
Y See the Division's draft sevaralion reyuireingnLc for situations where separation cannot be met.
Y 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 Slate buffer rules? ® Yes Basin name: {Meuse ❑ No
If yes, does the project comply with setbacks found in the river basin rules per 15A NCAC' Q213 .0200? ® Yes ❑ No
)o This includes Trout Buffered Streams per 15A NCAC 2B4O202
5. Does the project require coverage/authorization under a 404 Nationwide/individual permits ❑ Yes ® No
or401 Water Quality Certifications?
Y Please provide the permit number/pennitting status in the cover letter if coverage/authorization is required.
6. Does project comply with 15A NCAC 02T.0105(c)(6 (additional pernlits/cerlirications)? ® Yes ❑ No
Per 15A NCAC Q2T.0105(c)(6l, 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. slormwaler 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.
Y If yes, include an attachment with details for each line, including type (aerial Iine, 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

X. CERTIFICATIONS:
Does the submitted system comply with 1&\ NVAC?T, the [41ii i nur Dt.aign C itcritt`litr the Stations
and Force Mains latest version and the �iiirvily �uwer hlttiiniuni QLian t:'riteria,flatcst_yersion as applicable'?
® Yes ❑ No
If no, for projects requiring a single variance, complete and submit the Variance'Alternative Design Request applications
(VADC 10-14) and supporting documents for review to the Central Office Approval of the re tiest will be Issued
concurrently with the approval of the Permit, and projects reunirin - si,variance approval may be subject to longer
review tintes. For projects requiring two or more variances or ►> here file variance is determined by the Division to be a
sianificont portion of the protect, the full technical review is required
2. Professional Engineer's Certification:
1, Michael Crowley , attest that this application for Holden Creek Preserve subdivision
tt'roressional Engineers aanie liian Applienlron Ilan 111.1 I (hut cl Nume from App1i -ation Ilcm It,I 1
has been reviewed by me and is accurate, complete and consistent pith the information supplied Ili file plans,
specifications, engineering calculations, and all other supporting documentation to the best of my knowledge. I lurtber
attest that to the best of uty knowledge the proposed design has been prepared in accordance with the applicable regulations,
Minimum Uesign Criteria liar Grivil Sc+vers (latest veiNiun), and the N1ininivin Deign Critcrra for the Fust-Wrack Permiihig
Of Puma Stations and Force Mains (latest ver%ioia Although other professionals may leave developed certain portions of this
submittal package, inclusion ofthese materials under nsy signature and Seal signifies that I have reviewed this material and
have judged it 10 he 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-conipliance with tine 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 elate:
3. Applicant'% Certification per I5A NCAC 02T .010G(b):
1, Christopher Doherty , attest that this application for Holden Creek Preserve subdivision
t5igmatire Aurharity Namc firom Application Irene 1.3.1 Wrojmi Name 1'tnm Application Iran 11.1 n
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 nut imciuded, (his 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 all immediate enforcement
action that piny include civil penalties, injunctive relief, and/orcrinninal 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 infornialion and attachments are not included. (his application
package will be returned to nee as incomplete.
NOTE Ili accordance with General Statutes I43-215,6A and 143-215.613, any person who knowusgly makes any false
statement, representation, or certification in any application package shall be guilty of a Class 2 misdenicatior, which may
include a tune not to exceed $10,000 as well as civil penalties up to $25,000 per violation.
Signalur _ Date:�
FORM: FTA 06-21 Page 5 of 5

I Holden Creek Public Sewer I
Phase 1
Total
Lots lots
Phase 1A 1-3 99-135 141-147 52
Phase 1A Section
2 85.86 153-158 14
Phase 1 Sewer
MH #1-MH#8
Phase 1 Outfall to Hunter Place lift Station
Downstream Upstream
length,
Diameter,
MH MH
FT
in.
Material
1 2
45.05
8
PVC
2 3
61.81
8
DI
3 4
47.73
8
PVC
4 5
147.00
8
DI
5 6
58.62
8
DI
6 7
72.18
8
PVC
7 8
160.00
8
DI
MH#8-MH#14
Discharges to Phase 1 Outfall
8 20
136,96
8
PVC
20 19
148.84
8
PVC
19 18
198.62
8
PVC
18 17
278.44
8
PVC
17 16
254.30
8
PVC
16 15
210.07
8
PVC
15 14
82.17
8
PVC
MH#8-MH#11
Discharges to Phase 1 Outfall
8 13
129.01
8
PVC
13 12
173.61
8
PVC
12 11
91.22
8
PVC
MH#8-MH#23
Discharges to Phase 1 Outfall
8 9
33.42
8
PVC
9 10
135.00
8
PVC
10 11 a
157.05
8
PVC
11 a 29
397.90
8
PVC
29 28
392.41
8
PVC
28 23
111.74
8
PVC
A l-WAVI IN Crowley processional Engineers, Inc. 247 Bishop Falls Road, Wake FVre51. NC 27587
" 919.625.6755 NC Firm C-408, TX Firm 12613, VA Firm 0407003593
Paae 2 or 6

WW
45
39.83
8
PVC
45
44
82.67
8
PVC
44
43
173.48
8
PVC
43
42
223.08
8
PVC
42
41
182.35
8
PVC
41
40
183.63
8
PVC
40
39
216.84
8
PVC
39
38
97.96
8
PVC
38
37
106.35
8
PVC
37
36
118.82
8
PVC
36
35
128.73
8
PVC
35
34
265.38
8
PVC
34
33
229.35
8
PVC
33
32
73.86
8
PVC
32
31
208.54
8
PVC
31
30
338.58
8
PVC
Total Length
2,669.45
8
PVC
Phase 4 Force
Main
Public Force Main in Public Right of Way for
LS1
Force Main
2,869.50
6
PVC
Phase 5
Total
Lots Lots
Phase 5 57-67 139,140 159,165 181-201 36
Phase 5 Sewer
MH #44-MH#34 Permitted and installed in Phase 4, Discharges to LS1
Phase 6
Phase 6a
Phase 6b
Phase 6 Sewer
MH#40-MH#6
AtX(MAII I Y
-­ 1. -
Lots
19-36 136-138 160-164
14-18 37-41 166-171 203-207
Discharges to Private Lift Station LS1
Crowley Professional Engineer%. Inc. 247 Bishop Falls Road, Wake Forest. NC 27587
919.625.6755 NC Firm C-4468. T% Firm 12613, VA firm 0407008593
Parse 4 off)
322
Total
Lots
26
24

Total Length
Total Lots
Public Gravity Sewer
Total Length
Total Length
Public Force Main
12
30.82
8
PVC
2
3
170.58
8
PVC
3
4
69.90
8
PVC
4
5
82.35
8
PVC
5
6
79.03
8
PVC
6
7
242.27
8
PVC
7
8
301.57
8
PVC
8
10
165.46
8
PVC
10
13
222.02
8
PVC
285
y1
f I (,[U:'�ik �°; {kl t;€(•i531]'i;? l;.i lk;ll i� i=1 � }il:
1.364.00 8 PVC
Summary
10,622.28 8 PVC
427.43 8 DI
2,869.50 6 PVC
17 pi.11 �p 1a!; Ita.rd, %V;I€.• rnII"5j. Ns. � P•K7
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State of North Carolina
DWR
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 021
and the Division's Minimum Design Criteria (Gravity Sewer & Pump Stntions/Fprce Maids) and that plans, specifications
and supporting documents have been prepared in accordance with 15A NCAC 02T 15A NCAC 02 .0300, Division
policies, and good engineering uractices.
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 N "A ' 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 I SA 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);
Y 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 infonnation. Failure to submit all required items will necessitate additional processing and review
time, and may result is 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.
Y Be specific as to the system type, number of homes served, flow allocation required, etc.
Y 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.
y 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 (lie 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 H. I shall be consistent with the project name on the flow acceptance letters, agreements, etc.
❑ The Professional Engineer's Certification on Page 5 of the application shall be signed, sealed and dated by a Loath Carolina
licensed Professional Enriueer.
INSTRUCTIONS FOR FORM: FTA 06-21 & SUPPORTING DOCUMENTATION Paget of 3

❑ The Applicant's Certification on Page 5 of the application shall be signed in accordance with _15A_NCAC 02T .0106(b). Per
15A NCAC 02T .010G(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 05-21 BSc SUPPORTING DOCUMENTATION Page 2 of 3

E. Flow Tracking/Acceptance Form (Form: FTSE 04-I6) (if Applicable):
❑ Submit the completed and executed FTSE form from the owners of the downstream sewers and treatment facility.
Y Multiple fornis maybe required where the downstream sewer owner and wastewater treatment facility are different.
Y 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.
Y Submittal of this application and form FTSE indicates that owner has adequate capacity and will not violate G.S, 143-215.67(a).
Y Intergovernmental agreements or other contracts will not be accepted in lieu of 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.
Y General location of the project components (gravity sewer, pump stations, & force main)
Y 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 la(itude/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 pennit.
❑ 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 ntodifled (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 identity the requested permitting action and accurately describe the severs to be listed in
the fiunl permit.
H. Power Reliability Plan (Required if portable reliability option utilized for Pump Station):
❑ Per 15�AC 02T .Q205(b)( i ), submit documentation of power reliability for pumping stations.
Y This alternative is only available for average daily flows less than 15,000 gallons per day
P, 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."
Y If the portable power source or pump is dedicated to multiple pump stations, an evaluation of all the pump stations,
storage capncities rind the rotation schedule of the portable power source or pump, Including travel timefrnmes, shall
be provided in the case of a multiple station power outage. (Required at time of certification)
I. Certificate of Public Convenieuce and Necessity (All Application Packages for Privately -Owned Public Utilities):
❑ Per 15A NCACO2T .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 acid 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)-
* H me/Proe ' Associations
❑ Per 15A NCAC 02'C .0115(c), submit the properly executed Qncrilional A r rnent WORM: d1 A .
❑ Per 15A NCAC 02T .0115(c), submit a copy of (lie Articles of Incorporation, Declarations and By-laws.
❑ Develom of lots to bo sold
❑ Per 15A NCAC 023. A 115(b), submit the properly executed Operatimial&,re9juent WORM; DEW
Por rr)orr iq ormariox, visit the Divisions collection systems wrs
INSTRUCTIONS FOR FORM: F'rA 05-21 & SUPPORTING DOCUMENTATION Page 3 of

THE COMPLETED APPLICATION PACKAGE INCLDING ALL SUPPORTING INFORMATION AND
MATERIALS, SHOULD BE SENT TO THE APPROPRIATE REGIONAL OFFICE:
REGIONAL OFFICE
ADDRESS
COUNTIES SERVED
Asheville Rea(QOal Office
2090 US Highway 70
Avery, Buncombe, Burke, Caldwell, Cherokee,
Water Quality Section
Swannanoa, North Carolina 28778.8211
Clay, Graham, Haywood, Henderson, Jackson,
[phone]
Macon, Madison, McDowell, Mitchell, Polk,
[phone] Fax
Rutherford, Swain, Transylvania, Yancey
Fayetteville Regional Office
225 Green Street Suite 714
Anson, Bladen, Cumberland, Hemett, Hoke,
Water QualRy, g2pAion
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,
Wat2f Gluelity Section
Mooresville, North Carolina 26115
Gaston, Iredell, Lincoln, Mecklenburg, Rowan,
[phone]
Stanly, Union
[phone] Fax
aR�gh Regional Office
3800 Barrett Drive
Chatham, Durham, Edgecombe, Franklin,
Water Quglify Section
Raleigh, North Carolina 27609
Granville, Halifax, Johnston, Lee, Nash,
[phone]
Northampton, Orange, Person, Vance, Wake,
[phone] Fax
Warren, Wilson
WqjhinWn Regional Office
943 Washington Square Mail
Beaufort, Bartle, 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, Pander
[phone]
[phone] Fax
Winston 1 Office
450 W. Hanes Mill Road
Alamance, Aileghany, 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: FI'A 05-21 & SUPPORTING DOCUMENTATION Page 4 of 3

State of North Carolina
NC Dept of Environmental Quality Department of Environmental Quality
D. Division of Water Resources
..WR
DIvlslon of Water Resources MAR 10 ? 3 Flow Tracking for Sewer Extension Applications
(FTSE 10-18)
s�ui�l ra•v -�7 -�
Entity Requesting Allocation: Q Gi} 7
Project Name for which flow is being requested: AZk,, 7
More than one FTSE may be required for a single project if the owner of tfie WWTP is not responsible far aft pump
stations along the route of the proposed wastewater flow.
1. Complete this section only if you are the owner of the wastewater treatment plant.
a. WWTP Facility Name: P 24tSk%—k N Ccay NN q-0-T'[�
b. WWTP Facility Permit #: N, C- 0 CD (4�] 3 11
All flows are in MGD
c. WWTP facility's permitted flow OC7 O
d. Estimated obligated flow not yet tributary to the WWTP (' tp
e. WWTP facility's actual avg. flow
f. TotaI flow for this specific requesty • 0 t l Z.. `j
g. Total actual and obligated flows to the facility 1 - 9 t -I ZS
h. Percent of permitted flow used 6S.57
I1, Complete this section for each pump station you are responsible for along the route of this proposed 3
wastewater flow.
List pump stations located between the project connection point and the WWTP: o
(A) (B) (C) (D)=(B+C) (E)=(A-D) 7�
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 V�
between the project connection point and the WWTP where the Available Capacity is ¢ 0.
1 _
Downstream Facility Name (Sewer): F Z..4ak1-1
Downstream Permit Number: 8<D 2—
Page 1 of 6
FTSE 10-18

111. Certification Statement:
I CKg36-r0'FKGP- l e-) �.-r�ccertify to the best of my knowledge that the addition of
the volume of wastewater to be permitted 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.
lijIIZoos
Official Signature
CG C[v 4—
Title of Signing Official
Page 2 of 6
FTSE 1d-18

caaENGINEERS, Inc.
PROFESSIONAL ENGINEF:Rfi
Holden Creek Phase 7
Water and Sewer system narrative
Project description:
Holden Creek Phase 7 is the seventh phase of a multi -phase residential development located in the Town of Youngsville
in Franklin 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 5-10 will add approximately 100 additional lots, at which time the project is complete.
Gravity Sewer Application Package:
1.
Application
2.
Project plans
3.
Application fee
4.
Flow TrackinglAoceptance form
5.
USGS map
6.
Street map
7.
Lift station calculations
Project Details:
Project will consist of approximately 1,500If of B' PVC sanitary sewer, and 15 four -foot diameter sewer manholes. The
proposed gravity sewer will serve 28 of the new residential lots in Phase 7 while 17 of the proposed lots will be served
by existing mains permitted In previous phases. All the proposed sewers wi I 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 (C�
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 replaced 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 W
Bend Drive and Porter Hill Drive. The lift station itself will not be relocated, only the access drive.
Following construction of Phase 7 there will be 245 lots connected to the private lift station (LS1). At 250 gpd per home,
the expected average daily flow to the I ft station will be 61,250 gpd. The lift station will be permitted as a private station,
and the owner will assume all responsibilities required in the permit. The station has adequate capacity to serve the
additional connections with the proposed end of service operating point for the system being 300 gpm at 105' TDH. The
system will start 4 times per hour at the float elevations shown on the attached calculation sheets. The private lift station `}
can accommodate the additional flow from phase 7 and this additional flow, along with the updated flow tracking sheet <
from FCPU will be provided in the gravity sewer application for Ph7 and approved under a separate permit. ('ii%
4932 B Windy Hill drive, Raleigh, NC 27609
ra�NGINEERS. Inc [phone]
NC License number C-2151 Pap 1 ,7r 4

NC Dept ofEnvir(inmental Quality State of North Carolina
Department of Environmental Quality
DWR MAR 1 0 Division of Water Resources
FAST TRACK SEWER SYSTEM EXTENSION APPLICATION
Division of Water Resources Raleigh RegjOnal FTA 06-21 & SUPPORTING DOCUMENTATION
r_t ol)
Application Number: L0V 2 5 %f01, (to be completed by DWR)
All items must be completed or the application will be returned
1. APPLICANT INFORMATION:
1. A icant's name: Holden Creek, LLC (company, municipality, HOA, utility, etc.)
2. Applic it type: ❑ Individual ® Corporation ❑ General Partnership ❑ Privately -Owned Public Utility
❑ Federal ❑ StatelCounty ❑ Municipal ❑ Other
3. Signature aut rity's name: Steve Gould per 15A NCAC 02T.0106(b)
Title: Manacler artner
4. Applicant's mailin\informat
A Wake Forest Business Park
City: Wake ForeState: NC Zip: 27587-T
5. Applicant's contaPhone number. 9( `F'mail Address: goulddevelopmentlAgmail.com
H. PROJECT INFORMATION:
I. Project name: Holden Creek LS1
2. ApplicationlProject status: \pnerr'mit
If a modification, provide the existi
For modifications, also attach a detailed
If new construction, but part of a master pla 1
3. County where project is located: Frankli
rpermit) ® Existing Permit/Project
WQ0037802 and issued date: 7/8/2016
ive description as described in Item G of the checklist.
the existing permit number: WQ00
4. Approximate Coordinates (Decimal De ees): Latitude: 3 0�1900 Longitude:-78.49590
5. Parcel ID (if applicable): 1842-85-9 20 (or Parcel ID to clo. st downstream sewer)
111. CONSULTANT INFORMATION;
I. Professional Engineer; Michae
Firm: Crowley Profession I
Mailing address: 247 Bis F
City: Wake Forest
Phone number: (919) 25-6751
Enaineers. Inc.
State: NC Zip: 27587-
Email Address: mcrowley6
IV. WASTEWATER TRATMENT FACILITY (WWTF) INFORMATION:
1. Facility Name:- PU WWTF Permit Number: NC 0069311
Owner Name: Franklin County Public Utilities
Number: 20629
V. RECEIVING DOWNSTREAM SEWER INFORMATION:
I. Permit Number(s): WQ0037802
2. Downstream (Receiving) Sewer Information: 8 inch X. Gravity Force Main
3. System Wide Collection System Permit Number(s) (if applicable): WQCS
Owner Name(s): Franklin County Public Utilities
13
7Q
v
5
FORM: FTA 06-21 Pagel 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 ® N/A
2. If the Applicant is a Developer of lots to be sold, has a Developer's Operational Agreement (FORM: DEV) been attached?
[—]Yes ❑ No ® NIA
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.01 15(c) been attached?
[—]Yes [:]No ® N!A
4. Origin of wastewater: (check all that apply):
® Residential (Individually Owned) ❑ Retail (stores, centers, malls) ❑ Car Wash
❑ Residential (Leased) ❑ Retail with food preparation/service ❑ Hotel and'or Motels
❑ School.-' preschool.' day care ❑ Medical r dental! veterinary facilities ❑ Swimming Pool.`Clubhouse
❑ Food and drink facilities ❑ Church ❑ Swimming PooFFilter 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. Has a flow reduction been approved under 15A NCAC 02T .01 14f ? ® Yes ❑ No
➢ If yes, provide a copy of flow reduction approval letter with this application
7. Summarize wastewater generated by project:
Establishment Type (see 02T.0114(f))
Daily Design Flow a.n
No. of Units
Flow
Residential homes
250 gal/day
45
11250 GPD
gall
GPD
gall
GPD
gall
GPD
gall
GPD
gall
GPD
Total
11250 GPD
3
n
�l
� N
ti
z
n
i a See 15A NCAC 02T ,01 14(b), {d}, {e� I) and (e)t21 for caveats to wastewater design flow rates (i.e., minimum flow per 11
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 15A NCAC 02T.01 141 shall be .v
determined using available flow data, water using fixtures, occupancy or operation patterns, and other measured data.
8. Wastewater generated by project: 11250 GPD (per 15A NCAC 02T .01 14)
➢ Do not include future flows or previously permitted allocations
If permitted flow is zero, please indicate why: i
❑ Pump StationfForce 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

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)