WQ0045628_Application (FTSE)_20240814

Kimley»>Horn
July 3, 2024
NC Department of Environmental Quality
Raleigh Regional Office
3800 Barrett Drive
Raleigh, NC 27609
RE: Triangle North Franklin - Phase H
Fast -Track Sewer Permit Application
NCDEQ:
NC Dept of Qu,"lit
2alei�.Fl�
a'
Franklin County Water & Sewer has retained the services of Kimley-Horn to design and permit a new
sanitary sewer for the Triangle North Business Park Phase 11. The proposed extension includes
approximately 3,590 LF of 8" PVC gravity sanitary sewer, discharging to existing 8" gravity sanitary
sewer along Airport Road (permitted under WQ0035208) and will serve future development along a
new -location roadway.
No additional flow will be added to the system at this time and the proposed sewer will tie into existing
sanitary sewer (permitted under WO0035208) as shown on the attached map.
Attached please find the following items for your review and approval:
• One (1) completed revised Fast -Track Application form
• One (1) $600 check, payable to NCDEQ, for the application fee
• One (1) revised Project Vicinity Map on USGS Topographic base map
• One (1) revised Project Area Map on Aerial base map
Please contact me with any questions or issues concerning the application at [phone] or
Nate.Harvey kimacy-horn.com.
Best Regards,
KIMLEY-HORN AND ASSOCIATES, INC.
Nate Harvey
Utilities Design Engineer

DocuSign Envelope ID: 46421 BED-D2E6-41213-B0DB-6F0C2396F186
State of North Carolina
nWR
Department of Environmental Quality
Division of Water Resources
FAST TRACK SEWER SYSTEM EXTENSION APPLICATION
Division of Water Resources INSTRUCTIONS FOR FORM: FTA 10-23 & SUPPORTING DOCUMENTATION
This application is for sewer extensions involving gravity sewers, pump stations and force mains, or any combination that has been
certified by a professional engineer and the applicant that the project meets the requirements of 15A NCAC 02T and the Division's
Minimum Design Criteria (Grayity..Sewer & Pump 5tations/Forcc Mains) and that plans, specifications and supporting documents
have been prepared in accordance with 15A NCAC 02T. 15A NCAC 02T A300, Division policies, and good eni2ineeringtpractices.
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. NC Dcp! or .wT;[':?Q 1Y, e "„4
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): JUL — 5 2024
D 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 pump" wlPiPh Rc
> 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.
D Be specific as to the system type, number of homes served, flow allocation required, etc.
D Include the permit number/status of any other required sewer permits (downstream/upstream)
If necessary for clarity, include attachments to the application form.
C. Application Fee (All New and Modification Application Packages):
® Submit a check or money order in the amount of $600.00, dated no more than 90 days prior to application submittal.
➢ Payable to North Carolina Department of Environmental Quality (NCDEQ)
D. Fast Track Application (Required for All Application Packages, Form FTA 10-23):
® Submit the completed and appropriately executed application.
D If necessary for clarity or due to space restrictions, attachments to the application may be made.
❑ If the Applicant Type in Item I.2 is a corporation or company, provide documentation it is registered for business with the
Tvorth Caroli m Secretary o1-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 11.1 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, scaled and dated by a North Carolina
licensed Professional Engineer.
® The Applicant's Certification on Page 5 of the application shall be signed in accordance with 15A NCAC 02T .010�h). Per
15A NCAC 02T .0106(c), an alternate person may be designated as the signing official if a delegation letter is provided from
a person who meets the criteria in 15A NCAC 02T .0106(b).
INSTRUCTIONS FOR FORM: FTA 10-23 & SUPPORTING DOCUMENTATION Page 1 of 3

DocuSign Envelope ID: 46421 BED-132 E64126-BODE-6FOC23961=186
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.
➢ SubmittaI of this application and form FTSE indicates that owner has adequate capacity and will not violate G.S. 143-215.67(a).
➢ Intergovernmental agreements or other contracts will not be accepted in lieu of a project -specific FTSE.
F. Site Maps (All Application Packages):
® Submit an 8.5-inch x 11-inch color copy of a USGS Topographic Map of sufficient scale to identify the entire project area,
including the closest surface waters.
➢ General location of the project components (gravity sewer, pump stations, & force main)
➢ Downstream connection points and permit number (if known) for the receiving sewer
® Include an aerial location map showing general project area (such as street names or latitude/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 t32T ,f1305fh)(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
D 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 ]J provide the Certificate of Public Convenience and Necessity from thelorth 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 orn's Water mid 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/Pro ertOwners' Associations
❑ Per 15A NCAC 02 ] ..i1t 15[r , submit the properly executedQperational Agecmcnt (FORM. I [O ).
❑ 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 l5 b submit the properly executed 01)crational Agreement (FORM: DEV).
For more information, visit the Division's collection systems websire
INSTRUCTIONS FOR FORM: FTA 10-23 & SUPPORTING DOCUMENTATION Page 2 of 3

DocuSign Envelope ID: 46421BED-D2E6-412B-B0DB-6F0C2396F186
THE COMPLETED APPLICATION PACKAGE INCLDING ALL SUPPORTING INFORMATION AND
MATERIALS, SHOULD BE SENT TO THE APPROPM ATE REGIONAL OFFICE:
REGIONAL OFFICE
ADDRESS
COUNTIES SERVED
Asheville Regional Office
2090 US Highway 70
Avery, Buncombe, Burke, Caldwell, Cherokee,
Water Quality Section
Swannanoa, North Carolina 28778-8211
Clay, Graham, Haywood, Henderson, Jackson,
[phone]
Macon, Madison, McDowell, Mitchell, Polk,
[phone] Fax
Rutherford, Swain, Transylvania, Yancey
Fayetteville Regional Office
225 Green Street Suite 714
Anson, Bladen, Cumberland, Harnett, Hoke,
Water Quality, Section
Fayetteville, North Carolina 28301-5095
Montgomery, Moore, Robeson, Richmond,
[phone]
Sampson, Scotland
[phone] Fax
Mooresville Reaional Office
610 E. Center Avenue
Alexander, Cabarrus, Catawba, Cleveland,
Water Quality_ Section
Mooresville, North Carolina 28115
Gaston, Iredell, Lincoln, Mecklenburg, Rowan,
[phone]
Stanly, Union
[phone] Fax
Raleigh Realonal 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, Gales, 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, Alleghany, Ashe, Caswell, Davidson,
_Water Quality Section
Suite 300
Davie, Forsyth, Guilford, Rockingham, Randolph,
Winston-Salem, North Carolina 27105
Stokes, Surry, Watauga, Wilkes, Yadkin
[phone]
[phone] Fax
INSTRUCTIONS FOR FORM: FTA 10-23 & SUPPORTING DOCUMENTATION Page 3 of 3

DocuSign Envelope ID: 46421BED-D2E6-412B-B0DB-6FQC2396F186
D-svWRSee addinfo emails 20240730
.W
Division of Water Resources
State of North Carolina
Department of Environmental Quality
Division of Water Resources
FAST TRACK SEWER SYSTEM EXTENSION APPLICATION
VIA 10-23 & SUPPORTING DOCUMENTATION
Application Number:ILQ 00 flr 215 (to he completed by DWR)
All items must be completed or the avolication will be returned
1. APPLICANT INFORMATION: This corrected to Franklin County Public Utilitites
1. Applicant's name: Franklin County Water & Sewer (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: Christopher Doherty per 15A_TtiCAC 02T .0I06(b
Title: Director
4. Applicant's mailing address: 1630 US 1 Hwy 'iC' Del;l Of E_,t':'ti
City: Younesville State: NC Zip: 27596-
5. Applicant's contact information:
JUL - 5 2024
Phone number: 19 556-6177 Email Address: cdoheqy@,franklincountyne.us
franklincountyne.us
11. PROJECT INFORMATION: P,,alei�,h Reo -io -A
1. Project name: Triangle a North Franklin -Phase 2
2. Application/Project status: ® Proposed (New Permit) ❑ Existing Permit/Project
If a modification, provide the existing permit number: WQ00 and issued date: ,
For modifications, also attach a detailed narrative description as described in Item G of the checklist.
If new construction, but part of a master plan, provide the existing permit number: WQ00
3. County where project is located: Franklin
4. Approximate Coordinates (Decimal Degrees): Latitude: 36.026473' Longitude:-78.334818'
5. Parcel ID (if applicable): (or Parcel ID to closest downstream sewer)
III. CONSULTANT INFORMATION:
I . Professional Engineer: Nate Harvey License Number: 045249
Firm: -Horn & As ociates Inc.
Mailing address: 300 Morris St. Suite 20Q
City: Durham State: NC Zip: 27701-2127
Phone number: 919 678-4083 Email Address: [e-mail]
IV. WASTEWATER TREATMENT FACILITY (WWTF) INFORMATION:
1. Facility Name: Franklin County WWTP Permit Number: NCO069311
Owner Name: Franklin County
V. RECEIVING DOWNSTREAM SEWER INFORMATION:
1. Permit Number(s): WQ0035208
2. Downstream (Receiving) Sewer Information: 8 inch ® Gravity © 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

DocuSign Envelope ID:46421BED-D2E6-412B-BODB-6FOC2396Fl86
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 Develnae's Operational Aacoment (FORM: DEV) been attached?
❑ Yes ❑ No ® NIA
3. If the Applicant is a Home/Property Owners' Association, has an HQAlP0A Opermion ai A eerneartIFORM: HOA1 and
supplementary documentation as required by 15A NCAC 02T.0I 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 / dental / veterinary facilities ❑ Swimming Pool/Clubhouse
❑ Food and drink facilities ❑ Church ❑ Swimming Pool/Filter Backwash
® Businesses I offices I factories ❑ Nursing Home ❑ Other (Explain in Attachment)
5. Nature of wastewater: %Domestici00% Commercial _ % Industrial 1`See 15A NCAC 02.-f .0103(20])
If Industrial, is there a Pretreatment Program in effect? ❑ Yes❑ No
6. Hasa flow reduction been approved under 15A NCAC 02T .0114(#)? ❑ Yes ❑ No
➢ If yes, provide a copy of flow reduction approval letter with this aIDDlic2tion
7. Summarize wastewater generated by project:
Establishment Type (see 02T.0114(f))
Daily Design Flow'-b
No. of Units
Flow
gall
0 GPD
galf
GPD
gal/
GPD
gall
GPD
gall
GPD
gall
GPD
Totul
0 GPD
a See 15 Nt~AC 02T .� ..(d), (ems) aadlt+1t21 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 US. 42A�).
b Per l5A NCAC 02T .0114(c), design flow rates for establishments not identified (in table 15A.WCAC 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: 0 GPD (per 15A NCAC 02T .0114 and G.S, 143-215,1)
➢ Do not include future flows or previously permitted allocations
If permitted flow is zero, please indicate why:
® Pump Station/Force Main or Gravity Sewer where flow will be permitted in subsequent permits that connect to this line.
Please provide supplementary information indicating the approximate timeframe for permitting upstream sewers with flow.
❑ Flow has already been allocated in Permit Number: Issuance Date:
❑ Rehabilitation or replacement of existing sewers with no new flow expected
® Other (Explain): Development and permitting of flows will commence after completion of this project.
FORM: FTA 10-23 Page 2 of 5

DocuSign Envelope ID: 46421BED-D2E6-412B-BODB-6FOC2396F186
VII. GRAVITY SEWER DESIGN CRITERIA (if Applicable) - 2T & MC (Gravity Sewers:
1. Summarize gravity scwer to be permitted:
Size (inches) Length (feet) Material
8 3590 PVC
➢ Section II & 111 of the MDC for Permitting of Gravity Sewers contains information related to design criteria
D 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 & ,MIDC (PurnStatians/Force Mains :
PROVIDE A SEPARATE COPY OF THIS PAGE FOR „EACH PUMP STATION INCLUDED IN THIS PROJECT
I. Pump station number or name:
2. Approximate Coordinates (Decimal Degrees): Latitude: �_ ° Longitude: - °
3. Total number of pumps at the pump station:
3. Design flow of the pump station: millions gallons per day (firm capacity)
➢ This should reflect the total GPM for the pump station with the largest pump out of service.
4. Operational point(s) per pump(s): gallons per minute (GPM) at feet total dynamic head (TDH)
5. Summarize the force main to be permitted (for this Pump Station):
Size (inches) Length (feet) Material
If any portion of the force main is less than 4-inches in diameter, please identify the method of solids reduction per
MDCPSFM Section 2.01 C.I .b. ❑ Grinder Pump ❑ Mechanical Bar Screen ❑ Other (please specify)
6. Power reliability in accordance with 15A NCAC 02T .0305(h)W:
❑ 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 I SA 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 timefiames, 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

DocuSign Envelope ID: 46421 BED-132E6-41213-1301)B-6FOC2396F186
1X. SETBACKS & SEPARATIONS — (02B .0200 & 1 SA NCAC 02T .0305(f)):
1. Does the project comply with all separationstaltematives found in 15A NCAC 02T .0305(I) & ( ? ® 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
2Water 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-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 1X.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 M5tf] pr (g). see Section X.1 of this application
* I SA NCAC 0 T_0305(} contains alternatives where separations in QZT,030M 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 Iassifications webpaae
2. Does this project comply with the minimum separation requirements for water mains? ® Yes ❑ No ❑ NIA
➢ If no, please refer to 15A NCAC 18C.0406(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 ❑ NIA
➢ Please provide supplementary information identifying the areas of non-conformance.
➢ Seethe Division's draft separation rcquirements for situations where separation cannot be met.
➢ No variance is required if the alternative design criteria specified is utilized in design and construction.
Tar-
4. Is the project located in a river basin subject to any State buffer rules? ® Yes Basin name: Pamlico ❑ 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 23.0202
5. Does the project require coveragetauthorization under a 404 Nationwidelindividual 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_010.%X ) (additional permits/certifications)? ® Yes ❑ No
Per 15A NCAC 021.0105(c,:M, 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.
D 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: 46421BED-D2E6-4128-BODB-6FOC2396F186
X. CERTIFICATIONS:
1. Does the submitted system comply with 15A NCAC: 021, the ?4iinim�Desian Criteria for the Permitting of PoEri� stations
and l,orce Mains (latest version), and the Gravity Sever inirrstsrlt_] it Criteria (latest versitan} 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 permit, and projects requiring a variance approval may be subject to longer
review times. For projects requiring two or more variances or where the variance is determined by the Division to be a
significant portion of the project, the full technical review is reauired.
2. Professional Engineer's Certification:
1, Nate Harvey , attest that this application for Triangle North Franklin - Phase 2
(Pro(essional Engineer's name from Application Item 11I,1.) (Project Name from Application Item 11.1)
has been reviewed by me and is accurate, complete and consistent with the information supplied in the plans,
specifications, engineering calculations, and all other supporting documentation to the best of my knowledge. I further
attest that to the best of my knowledge the proposed design has been prepared in accordance with the applicable regulations,
inimuln Des.lm Criteria for Gravity Sawers (latest version), and the '[n1t]it.1?esip x C iteria._(or_4�te ��a51-TrAgk.germ.it4trg
Or Pwnp Stations and Force MaiN (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)
_.._........ _.._.._ ._.. ............
�%t% 11 f71!//
North Carolina Professional Engineer's seal, signature, and date: ed�'
.y%
=z 045249 '-
:�ka
......_.._.._............. !?..........2024
3. Applicant's Certification per 15A NCAC 02T .0106(b):
FORM: 1
I, CKR.1S"R�PH b nt-!E ��# attest that this application for Triangle North Franklin -Phase 2
(Signature Authority Name from Application Iten I.3.) (Project Name from Application Item If 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. 1 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 1432J5.63, 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.
lute: 0 b 2 Z
Page 5 of 5

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Kimley)))Horn Louisburg, NC
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State of North Carolina
Department of Environmental Quality
DWR Division of Water Resources
Division of Dater Resources Flow Tracking for Sewer Extension Applications
(FTSE 10-18)
Entity Requesting Allocation: Franklin County Public Utilities T
Project Name for which flow is being requested: Triangle North Franklin - Phase 2
More than one FTSE may be required for a single project if the owner of the WWTP is not responsible for all pump
stations along the route of the proposed 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 #: NC0069311
All flows are in MGD
c. WWTP facility's permitted flow 3.000
d. Estimated obligated flow not yet tributary to the WWTP 0.620
e. WWTP facility's actual avg. flow 1.350
f. Total flow for this specific request
g. Total actual and obligated flows to the facility
h_ Percent of permitted flow used
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) ($) (C) (D)=(S+C) (E)=(A-D)
Design Obligated,
Pump Pump Average Approx. Not Yet Total Current
Station Station Firm Daily Flow** Current Tributary Flow Plus
(Name or Permit Capacity, * (Firm / pf), Avg. Daily Daily Flow, Obligated Available
Number) No. MGD MGD Flow, MGD MGD Flow Capacity***
Airport 0040717 0.489 0.195 0.035 0.000 0.035 0.160
-Rd PS
* The Firm Capacity (design flow) of any pump station is defined as the maximum pumped now
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
(pi) 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): Franklin County
Downstream Permit Number: WQCS00179
Page 1 of 6
FTSE 10-18

III. Certification Statement:
I Christopher Doherty 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 It 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.
110
Of 5a Signat Date
Title of Signing Official
LL t w;yZ rL«< '} It�%r'.i i'rt'? �4l U D lSLR+L�
S Wilson/DWR discarded instruction pages 3-6
Page 2 of 6
FTSE 1 Q-18

Kimley»>Horn
Transmittal
NC Dept
JUL - 5 2024
Raleil,,, 1 Regloaall Office
300 Morris St
Suite 200
Durham, North Carolina 27701
TEL [phone]
FAX [phone]
Date: 7/3/2024 Job Number: 012914005
Project Name: Triangle North Franklin - Phase II
To: NCDEQ Raleigh Regional Office
3800 Barrett Drive
Raleigh, NC 27609
Telephone No. 919-791-4200
We are sending these by
❑ U.S. Mail ® FedEx ❑ Hand Delivery
❑ Other
We are sending you
® Attached ❑ Under separate cover via the following items:
❑ Shop drawings ❑ PrintslPlans ❑ Samples ® Specifications ❑ Change Orders
® Other Engineering Report, Permit Application Fee, PDF copies on CD
Conies Date No. Descrintion
1
7/3/24
1
Cover Letter
1
7/3/24
2
Sewer Fast Track Application
1
7/3/24
3
USGS Ma
1
7/3/24
4
Vicinity Ma
1
7/2/24
5
Zero Flow - FTSE
1
6/19/24
6
Permit review check
2
7/3/24
7
USB Flash Drives with Digital Files
These are transmitted as checked below:
® For your use ❑ Approved as submitted
❑ As requested ❑ Approved as noted
❑ For rev;ewand comment ❑ Retcrned for corrections
Copy to: -- --
❑ Resubmik ❑ Copies for approval
❑ Submit ❑ Copies for distribution
❑ Return ❑ Corrected prints
Signed: / V
±Z�
Nate Harvey
(919) 6784083 1 nate.harve kirrley-horn-corn

Wilson, Susan A
From: Harvey, Nate <[e-mail]>
Sent: Tuesday, July 30, 2024 7:24 AM
To: Chris Doherty; Wilson, Susan A
Subject: [External] RE: Fast Track Application: Triangle North Franklin - Phase 2 (WQ0045628)
Follow Up Flag: Follow up
Flag Status: Flagged
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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,
Thanks for reaching out.
My apologies for the clerical issues on the application. When we looked up the water system ID on NCDENR's
website, it showed "Franklin County Water & Sewer" so we over -thought it and used that name!
The project name is Triangle North Franklin — Phase 2.
As to the "zero flow," to add to what Chris said, this is a County -driven project to build infrastructure (roadway and
utility) to spur economic development. There will be multiple available parcels for companies to come build upon,
and there are several interested parties at this time. I would anticipate having flow on the line very shortly after the
line is accepted by the County.
can confirm that there are no 401 /404 permits necessary. There is a pond within the property, but it is well
outside the footprint of the project. We do have one stream crossing, but it is being coordinated with ACOE as a
Non -Reporting Nationwide Permit #58.
Please let me know if that gives you what you need, or if additional information is required.
Thanks!
Nate Harvey, P.E.
Kimley-Horn 1 300 Morris Street, Suite 200, Durham, NC 27701
Direct: 919 678 4083 1 Mobile: [phone] www.kimley-horn.com
From: Chris Doherty <[e-mail]>
Sent: Tuesday, July 30, 2024 7:08 AM
To: Wilson, Susan A <[e-mail]>; Harvey, Nate <[e-mail]>
Subject: RE: Fast Track Application: Triangle North Franklin - Phase 2 (WQ0045628)
Susan
We are Franklin County Public Utilities. Understand about the zero flow, but we are building this to bring industries into
our business park. As for a timeline of any building and eventual use is unknown, but we have had lots on interest in the
area. I will reach out to our Economic Development Department to find out anything more about the interest. THANKS

A&F nHin
SAMCounty
andwebTwt4rrr"m.Ar,,
Chris Doherty
Public Utilities Director
Phone: [phone]
Email:
cdoherty cDfranklincountvnc.gov
1630 US 1
Youngsville, NC 27596
www.franklincountync.gov
From: Wilson, Susan A <[e-mail]>
Sent: Monday, July 29, 2024 6:24 PM
To: nate.harvey <[e-mail]>
Cc: Chris Doherty <[e-mail]>
Subject: Fast Track Application: Triangle North Franklin - Phase 2 (WQ0045628)
Hi Nate -
Just a few comments/questions after initial review of this application.
1. For the applicant's name -I thought the Franklin County system was known as Franklin County Public
Utilities? Did they change to Franklin County Water & Sewer? I ask because we draft the permit in the
applicant's name and this would be a change from what I've seen recently. If you or Chris would chime in
on that.
2. Also -if you would reconfirm the project name (on the narrative you state Triangle North Business Park
Phase 11, which is slightly different than what is on the application). I know some folks are very particular
about project names as it is repeated across many regulatory and funding areas.
3. The Division traditionally does not care to permit "dry/zero flow" sewer lines. What is the expected timeline
on future sewer connections?
4. Could you reconfirm that no 401/404 is necessary (indicated via Part IX.S. of the application)? There does
appear to be surface waters within the project area.
Please provide the above information within 30 days. If additional information/corrected application is not
received within 30 days, your application will be returned, and you will need to resubmit along with the fee (ref. 15A
NCAC 02T.0107(e)(2)].
Feel free to contact me if you have any questions.
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.

Wilson, Susan A
From: Chris Doherty <cdoherty@fran klincountync.gov>
Sent: Tuesday, July 30, 2024 11:20 AM
To: Wilson, Susan A; nate.harvey
Subject: [External] FW: Fast Track Application: Triangle North Franklin - Phase 2 (WQ0045628)
Follow Up Flag: Follow up
Flag Status: Flagged
CAUTION: External email. Do not click links or open attachments unless verified. Report suspicious emails with the Report Message
button located on your Outlook menu bar on the Home tab.
Susan
See below from my Economic Development Director.
A nklin
&�� 0utltj�
awd,KsT'wyr,R 0,c--ijy
Chris Doherty
Public Utilities Director
Phone: [phone]
Email:
cdohertyCcilfranklincountync.gov
1630 US 1
Youngsville, NC 27596
www.franklincountync.gov
From: Barbara Fiedor <[e-mail]>
Sent: Tuesday, July 30, 2024 10:46 AM
To: Chris Doherty <[e-mail]>
Cc: William Doerfer <[e-mail]>; Ryan Preble <[e-mail]>; Scott
Hammerbacher <[e-mail]>
Subject: RE: Fast Track Application: Triangle North Franklin - Phase 2 (WQ0045628)
Chris: Extremely high. We have an active purchase offer for two lots, with the possibility of a third one in the Phase
2 area.
Regards,
Barbara S. Fiedor
Director, Economic Development
Franklin County
105 S. Bickett Blvd.
Louisburg, INC 27549
Phone: [phone]
1

F n"in
�r... ou.nty
NORTH CAROLINA
A Research Triangle Region Community
From: Chris Doherty <[e-mail]>
Sent: Tuesday, July 30, 2024 7:10 AM
To: Barbara Fiedor <[e-mail]>
Cc: William Doerfer<[e-mail]>; Ryan Preble <[e-mail]>; Scott
Hammerbacher<[e-mail]>
Subject: FW: Fast Track Application: Triangle North Franklin - Phase 2 (WQ0045628)
Importance: High
Barbara
What is the interest level in the lots in Phase 11? Need to inform the state as to any timeline so they can get comfortable in
permitting the wastewater portion. THANKS
A nkiin
�•••• oUny
Aw6,1CsT,wyr,x4ft.C_m iJY
Chris Doherty
Public Utilities Director
Phone: [phone]
Email:
cdoherty(cDfran klincountvnc.gov
1630 US 1
Youngsville, NC 27596
www.franklincountync.gov
From: Wilson, Susan A <[e-mail]>
Sent: Monday, July 29, 2024 6:24 PM
To: nate.harvey <[e-mail]>
Cc: Chris Doherty <[e-mail]>
Subject: Fast Track Application: Triangle North Franklin - Phase 2 (WQ0045628)
Hi Nate —
Just a few comments/questions after initial review of this application.
For the applicant's name — I thought the Franklin County system was known as Franklin County Public
Utilities? Did they change to Franklin County Water & Sewer? I ask because we draft the permit in the
applicant's name and this would be a change from what I've seen recently. If you or Chris would chime in
on that.
2. Also —if you would reconfirm the project name (on the narrative you state Triangle North Business Park
Phase II, which is slightly different than what is on the application). I know some folks are very particular
about project names as it is repeated across many regulatory and funding areas.
3. The Division traditionally does not care to permit "dry/zero flow" sewer lines. What is the expected timeline
on future sewer connections?

4. Could you reconfirm that no 401/404 is necessary (indicated via Part IX.S. of the application)? There does
appear to be surface waters within the project area.
Please provide the above information within 30 days. If additional information/corrected application is not
received within 30 days, your application will be returned, and you will need to resubmit along with the fee (ref. 15A
NCAC 02T.0107(e)(2)].
Feel free to contact me if you have any questions.
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.