WQ0044650_Application (FTSE)_20230929

August 09, 2023
NCDEQ— Water Quality Division
Raleigh Regional Office
3800 Barrett Drive
Raleigh, NC 27609 j 919.791.4200
US-1 North Commerce Center
ATC Submittal Project Memo
Charlotte, North Carolina
SWENME
NC Dept orEnviroamental Quality
AUG 10 ?n
Raleigh Regional Office
This authorization to construct submittal is for Fast Track Sewer Extension Application for our US-1
North Commerce Center Project located in Franklin County. This project consists of 3,136 LF of 8" public
sewer main and 5,041 LF of 4" public force main and a public pump station that will be owned and
operated by Franklin County Utilities. This will serve 2 industrial/warehouse buildings with support for
future buildings. Please review the previously submitted application and if acceptable provide us with
authorization to construct.
Thank you for your assistance.
SEAMON, WHITESIDE & ASSOCIATES, INC.
Clinton McConnaughey-Cohens
Office Administrator
cc: Scott M. Reese
Trey Little
CL1247
230 V Petcr4on I31'ive, SL61C }3 Charlotte, NC: 28217 980.312 5450 1 scamonwhiteside.com

State of North Carolina
Department of Environmental Quality
DWR Division of Water Resources
FAST TRACK SEWER SYSTEM EXTENSION APPLICATION
Division of Water Resources FTA 06-21 & SUPPORTING DOCUMENTATION
Application Number: _WQ004650 (to be completed by Dwx) All
items must be completed or the application will be returned
I. APPLICANT INFORMATION:
1. Applicant's name: FRANKLIN COUNTY 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(b)
Title: AUTHORIZED OFFICIAL
4. Applicant's mailing address: 1630 US 1 HIGHWAY
City: YOUNGSVILLE State: NC Zip: 27596-
5. Applicant's contact information:
Phone number: [phone] Email Address: [e-mail]
II. PROJECT INFORMATION:
1. Project name: US-1 NORTH COMMERCE CENTER
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: 36.0381620 Longitude:-78.5046730
5. Parcel ID (if applicable): 004433 (or Parcel ID to closest downstream sewer)
III. CONSULTANT INFORMATION:
1. Professional Engineer: TOMMIE L. LITTLE License Number: 048282
Firm: SEAMONWHITESIDE AND ASSOCIATES, INC.
Mailing address: 230 E. PETERSON DRIVE, SUITE B
City: CHARLOTTE State: NC Zip: 28217-
Phone number: [phone] Email Address: TLITTLEPSEAMONWHITESIDE.COM
IV. WASTEWATER TREATMENT FACILITY (WWTF) INFORMATION:
1. Facility Name: FRANKLIN COUNTY WATER & SEWER Permit Number: NCO069311
Owner Name: FRANKLIN COUNTY UTILITIES
V. RECEIVING DOWNSTREAM SEWER INFORMATION:
1. Permit Number(s): WQ19810
2. Downstream (Receiving) Sewer Information: 8 inch Z Gravity ❑ Force Main
3. System Wide Collection System Permit Number(s) (if applicable): WQCS00179
Owner Name(s): FRANKLIN COUNTY
FORM: FTA 06-21 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 ® 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 ® N/A
3. If the Applicant is a Home/Property Owners' Association, has an HOA/POA Operational Agreement (FORM: HOA) and
supplementary documentation as required by 15A NCAC 02T.0115(c) been attached?
❑ Yes ❑ No ® 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 / offices / factories ❑ Nursing Home ❑ Other (Explain in Attachment)
5. Nature of wastewater : % Domestic % Commercial 100 % Industrial (See 15A NCAC 02T .0103(20))
If Industrial, is there a Pretreatment Program in effect? ❑ Yes ® No
6. Hasa flow reduction been approved under 15A NCAC 02T .0114(f)? ❑ Yes ®No
➢ If Yes, provide a copy of flow reduction approval letter with this application
7. Summarize wastewater generated by project:
Establishment Type (see 02T.0114(f))
Daily Design Flow a,b
No. of Units
Flow
WAREHOUSE
100 gal/loading bay
96
9,600 GPD
gal/
GPD
gal/
GPD
gal/
GPD
gal/
GPD
gal/
GPD
Total
9,600 GPD
a See 15A NCAC 02T .0114(b), (d), (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 the Atlantic Intracoastal Waterway to be used as vacation rentals as defined
in G.S. 42A-4).
b Per 15A NCAC 02T .0114(c), design flow rates for establishments not identified [in table 15A NCAC 02T.01141 shall be
determined using available flow data, water using fixtures, occupancy or operation patterns, and other measured data.
8. Wastewater generated by project: 9,600 GPD (per 15A NCAC 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):
FORM: FTA 06-21 Page 2 of 5

VII. GRAVITY SEWER DESIGN CRITERIA (If Applicable) - 02T .0305 & MDC (Gravity Sewers):
1. Summarize gravity sewer to be permitted:
Size (inches)
Length (feet)
Material
8
1,989
PVC
8
1,147
DIP
➢ 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 (Pump Stations/Force Mains):
PROVIDE A SEPARATE COPY OF THIS PAGE FOR EACH PUMP STATION INCLUDED IN THIS PROJECT
1. Pump station number or name: US-1 NORTH COMMERCE CENTER
2. Approximate Coordinates (Decimal Degrees): Latitude: 36.0389350 Longitude:-78.5151830
3. Total number of pumps at the pump station: 2
3. Design flow of the pump station: 0.0132 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): 84.35 gallons per minute (GPM) at 103.9 feet total dynamic head (TDH)
5. Summarize the force main to be permitted (for this Pump Station):
Size (inches)
Length (feet)
Material
4
5,041
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 2.01C.l.b. ❑ Grinder Pump ❑ Mechanical Bar Screen ❑ Other (please specify)
6. Power reliability in accordance with 15A NCAC 02T .0305(h)(1):
® Standby power source or ❑ Standby pump
➢ Must have automatic activation and telemetry - 15A NCAC 02T.0305(h)(1)(B)_
➢ Required for all pump stations with an average daily flow greater than or equal to 15,000 gallons per day
➢ Must be permanent to facility and may not be portable
Or if the pump station has an average daily flow less than 15,000 gallons per day 15A NCACO2T.0305(h)(1)(C):
❑ Portable power source with manual activation, quick -connection receptacle and telemetry -
or
❑ Portable pumping unit with plugged emergency pump connection and telemetry:
➢ Include documentation that the portable source is owned or contracted by the applicant and is compatible with the station.
➢ If the portable power source or pump is dedicated to multiple pump stations, an evaluation of all the pump stations' storage
capacities and the rotation schedule of the portable power source or pump, including travel timeframes, shall be provided
as part of this permit application in the case of a multiple station power outage.
FORM: FTA 06-21 Page 3 of 5

IX. SETBACKS & SEPARATIONS — (02B .0200 & 15A NCAC 02T .0305(f)):
1. Does the project comply with all separations/alternatives found in 15A NCAC 02T .0305(f) & (g,)? ® Yes ❑ No
15A NCAC 02T.0305 contains minimum separations that shall be provided for sewers stems:
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
2Water mains (horizontal)
10 feet
Reclaimed water lines (vertical - reclaimed over sewer)
18 inches
Reclaimed water lines (horizontal - reclaimed over sewer)
2 feet
**Any private or public water supply source, including any wells, WS-I waters of Class I or
Class II impounded reservoirs used as a source of drinking water, and associated wetlands.
100 feet
**Waters classified WS (except WS-I or WS-V), B, SA, ORW, HQW, or SB from normal
high water (or tide elevation) and wetlands associated with these waters (see item IX.2)
50 feet
**Any other stream, lake, impoundment, or ground water lowering and surface drainage
ditches, as well as wetlands associated with these waters or classified as WL.
10 feet
Any building foundation (horizontal)
5 feet
Any basement (horizontal)
10 feet
Top slope of embankment or cuts of 2 feet or more vertical height
10 feet
Drainage systems and interceptor drains
5 feet
Any swimming pools
10 feet
Final earth grade (vertical)
36 inches
➢ If noncompliance with 02T.0305(f) or (g), see Section X.1 of this application
*15A NCAC 02T.0305(a) contains 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 webpage
2. Does this project comply with the minimum separation requirements for water mains? []Yes ❑ No ❑ N/A
➢ 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.
➢ See the Division's draft separation requirements for situations where separation cannot be met.
➢ No variance is required if the alternative design criteria specified is utilized in design and construction.
4. Is the project located in a river basin subject to any State buffer rules? ® Yes Basin name: NEUSE ❑ No
If yes, does the project comply with setbacks found in the river basin rules per 15A NCAC 02B .0200? ® Yes ❑ No
➢ This includes Trout Buffered Streams per 15A NCAC 2B.0202
5. Does the project require coverage/authorization under a 404 Nationwide/individual permits ❑ Yes ® No
or 401 Water Quality Certifications?
➢ Please provide the permit number/permitting status in the cover letter if coverage/authorization is required.
6. Does project comply with 15A NCAC 02T.0105(c)(6) (additional permits/certifications)? ® Yes ❑ No
Per 15A NCAC 02T.0105(c)(6), directly related environmental permits or certification applications must be being prepared,
have been applied for, or have been obtained. Issuance of this permit is contingent on issuance of dependent permits (erosion
and sedimentation control plans, stormwater management plans, etc.).
7. Does this project include any sewer collection lines that are deemed "high -priority?" ❑ Yes ® No
Per 15A NCAC 02T.0402, "high -priority sewer" means any aerial sewer, sewer contacting surface waters,
siphon, or sewers positioned parallel to streambanks that are subject to erosion that undermines or deteriorates the sewer.
Siphons and sewers suspended through interference/conflict boxes require a variance approval.
➢ If yes, include an attachment with details for each line, including type (aerial line, size, material, and location).
High priority lines shall be inspected by the permittee or its representative at least once every six -months and
inspections documented per 15A NCAC 02T.0403(a)(5) or the permittee's individual System -Wide Collection permit.
FORM: FTA 06-21 Page 4 of 5

X. CERTIFICATIONS:
1. Does the submitted system comply with 15A NCAC 02T, the Minimum Design Criteria for the Permitting of Pump Stations
and Force Mains (latest version), and the Gravity Sewer Minimum Design Criteria (latest version) as applicable?
® Yes ❑ No
If no, for projects requiring a single variance, complete and submit the Variance/Alternative Design Request application
(VADC 10-14) and supporting documents for review to the Central Office. Approval of the request will be issued
concurrently with the approval of the permit, and protects requiring a variance approval may be subject to longer
review times. For projects reauiring_two or more variances or where the variance is determined by the Division to be a
significant portion of the project, the full technical review is required.
2. Professional Engineer's Certification:
I, �MK4F L � � , attest that this application for L61 11ki9 Go&V%kLJt-,E C4--J'T61L
(Professional Engineer's name from Application Item III.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,
Minimum Design Criteria for Gravity Sewers (latest version), and the Minimum Design Criteria for the Fast -Track Permitting
of Pump Stations and Force Mains (latest version]. Although other professionals may have developed certain portions of this
submittal package, inclusion of these materials under my signature and seal signifies that I have reviewed this material and
have judged it to be consistent with the proposed design.
NOTE — In accordance with General Statutes 143-215.6A and 143-215.613, any person who knowingly makes any false
statement, representation, or certification in any application package shall be guilty of a Class 2 misdemeanor, which may
include a fine not to exceed $10,000, as well as civil penalties up to $25,000 per violation. Misrepresentation of the application
information, including failure to disclose any design non-compliance with the applicable Rules and design criteria, may subject
the North Carolina -licensed Professional Engineer to referral to the licensing board. (21 NCAC 56.0701)
North Carolina Professional Engineer's seal, signature, and date:
Applicant's Certification per 15A NCAC 02T .0106(b):
Christopher Doherty
I, , attest that this application for
(Signature Authority Name from Application Item I.3.) (Project Name from Application Item II.1)
US1 North Commerce Center
attest that this application has been reviewed by me and is accurate and complete to the best of my knowledge.
I understand that if all required parts of this application are not completed and that if all required supporting documentation
and attachments are not included, this application package is subject to being returned as incomplete. I understand that any
discharge of wastewater from this non -discharge system to surface waters or the land will result in an immediate enforcement
action that may include civil penalties, injunctive relief, and/or criminal prosecution. I will make no claim against the Division
of Water Resources should a condition of this permit be violated. I also understand that if all required parts of this application
package are not completed and that if all required supporting information and attachments are not included, this application
package will be returned to me as incomplete.
NOTE — In accordance with General Statutes 143-215.6A and 143-215.6B, any person who knowingly makes any false
statement, representation, or certification in any application package shall be guilty of a Class 2 misdemeanor, which may
include a fine not to exceed $10,000 as well as civil penalties up to $25,000 per violation.
Signature: — C - Date:
FORM: FTA 06-21
09/29/2023
Page 5 of 5

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Wilson, Susan A
From: Craig Berwick <[e-mail]>
Sent: Friday, September 29, 2023 9:30 AM
To: Wilson, Susan A
Cc: Chris Doherty; Trey Little
Subject: RE: [External] RE: Fast Track application US 1 North Commerce Center
Attachments: FTA 06-21 FTA US-1 North Commerce Center 09.28.2023 County Signed.pdf
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,
We have updated the FTA to show the NCAC 15A 2T flow requirements for warehouse, 100 gal/loading bay, we have 96
loading bays. I have also changed the waterline summary to include the 1,147 LF of 8" DIP pipes.
SWam
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Craig Berwick, E.I.T.
Civil Engineer Project Coordinator
Charlotte Office
o: [phone] ext. 209
c: [phone]
e: [e-mail]
www.SeamonWhiteside.com
From: Wilson, Susan A <[e-mail]>
Sent: Wednesday, September 27, 2023 6:33 PM
To: Craig Berwick <[e-mail]>
Cc: Chris Doherty <[e-mail]>; Trey Little <[e-mail]>
Subject: RE: [External] RE: Fast Track application US 1 North Commerce Center
CAUTION: EXTERNAL EMAIL
Thanks Craig. I'll make sure I put that response date in our database.
Oh yes — I see how that flow is going now.
I'll probably give you a call early next week on this (I have to be out for the most part tomorrow and Friday). If Franklin
County approved a lower flow amount, we could move forward with that (since that would be more stringent than the
state's 2T minimum flow criteria). Would you folks evaluate/consider the 9200 gpd as specified by the 2T rules, then

come in for a flow modification should that be necessary? I'm not sure through the fast track process how we could
approve flow greater than that without some justification.
From: Craig Berwick <[e-mail]>
Sent: Monday, September 18, 2023 2:31 PM
To: Wilson, Susan A <[e-mail]>
Cc: Chris Doherty <cdoherty@fran klincountync.gov>; Trey Little <[e-mail]>
Subject: [External] RE: Fast Track application US 1 North Commerce Center
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.
See below in red for responses and use this link for the attachments mentioned.
Citrix Attachments
2023-03-23 US1 N Commerce Center Subdiv... val.pdf 205.1 KB
Enlarged Topo Map.pdf
48.5 MB
Page 5 of FTA with seal signed and dated.pdf 121.6 KB
Craig Berwick uses Citrix Files to share documents securely.
WM■
EE
SCAMONWHITESIDE
FdewIrt the albs do&W
experlewa
Craig Berwick, E.I.T.
Civil Engineer Project Coordinator
Charlotte Office
o: [phone] ext. 209
c: [phone]
e: [e-mail]
www.SeamonWhiteside.com
From: Wilson, Susan A <[e-mail]>
Sent: Sunday, September 17, 2023 2:03 PM
To: Trey Little <[e-mail]>; Craig Berwick <[e-mail]>
Cc: Chris Doherty <cdoherty@fran klincountync.gov>
Subject: Fast Track application US 1 North Commerce Center

CAUTION: EXTERNAL EMAIL
Trey and/or Craig —
I just have a few questions/clarifications after a brief review of the proposed project:
1. Is this going to be Commercial or Industrial (Part VI. 5. of the application indicates 100% industrial wastewater; is
the composition of the industrial known, if so?) It will be 100% industrial use, the exact tenants are unknown at
the time but will most likely be warehousing or light industrial.
Part V1.7. of the application - how did you arrive at 1 gal/30 sf? That is not outlined in DWR's wastewater design
flow rates. You may want to look at 15A NCAC 02T .0114( c) again under Businesses, offices and facilities. We
were given those #'s to use by Franklin County Public Utilities for our allocation application that they have
approved. I have attached their approval to this email showing an estimated 13,158 GPD. Using the NCAC flow
for warehouse of 100GPD/loading dock, we propose 92 loading docks, would give us 9,200 GPD which is lower
than what we have requested.
Thank you for the site diagram and general indication of where the system will be located, in relation to the
existing downstream line. It's a bit confusing because it almost appears as though the pump station is prior to
the gravity sewer that leads into a long length of force main (and it makes it look like there is a very short length
of gravity line). I realize this may be due to the scale of the topo. Could you enlarge on a separate sheet (as this
will become part of the public record for the application). And there are no other pump stations (other than the
one proposed) between the downstream line and the wastewater treatment plant? See attached for enlarged
version of map with arrows showing direction of flow. The closest tie-in point for gravity sewer sites too high for
our site so we have worked with Franklin County Utilities to propose a pump station at the bottom of our site,
this is feed by gravity sewers along our private street, that will pump via a force main to the closest gravity
sewer.
4. On part X.2. of the application — DWR requires a date with your PE seal and signature. See attached for updated
sheet 5 with date included in the seal.
Thanks much. Let me know if you have any questions.
Susan Wilson
Environmental Engineer (Part Time, Temporary)
Water Quality Regional Operations — Raleigh Regional Office
NC Department of Environmental Quality
Office: 91 9-791-4240
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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.

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NORTH CAROLINA
A Research Triangle Region Community
March 23, 2023
Arrowrock IV Long Mill, LLC
Attn: Murph Reese
135 N. Meramec Avenue, Suite 600
St. Louis, MO 63105
RE: US-1 North Commerce Center Phase 1
Dear Mr. Reese,
Public Utilities
1630 US #1 Hwy
Youngsville, NC 27596
Phone: [phone]
Fax: [phone]
www.franklincountync.us
Please be advised that on March 20, 2023, the Franklin County Board of Commissioners
approved the water and sewer allocation request for the US-1 North Commerce Center
Subdivision Phase 1 project. Specifically, the Board granted approval of County water and sewer
for 2 Industrial Buildings (13,158 GPD Water & 13, 158 GPD Sewer). Please be advised that
allocation of water and sewer services was approved with the following conditions as listed below:
• The System Development Fees need to be paid for each lot at time of water meter request.
• Any requested changes to the approved site plan shall be subject to approval by Franklin
County Board of Commissioners.
• Approval of water and sewer allocation is subject to adhering to all other state and local
regulations.
• Additional phases need separate allocation approvals
• This phase needs to be constructed and receive final plat approval and recordation by:
o March 31, 2025
Failure to record the plat by March 31, 2025 will result in forfeiture of allocation and any fees
paid. If you have any questions, please do not hesitate to contact our office at 919.556.6177.
Regards,
Christopher Doherty
Public Utilities Director
CC: Scott Hammerbacher, Franklin County Planning Director
Alex Fuller, Assistant Public Utilities Director
Richie Duncan, Economic Development Director
Kevin Jones, Utilities Inspector
Colt Proctor, Utilities Superintendent
Payton Proctor, Utilities Superintendent
Tommie Little, SeamonWhiteside
"Equal Opportunity Employer"

August 09, 2023
NCDEQ—Water Quality Division
Raleigh Regional Office
3800 Barrett Drive
Raleigh, NC 27609 1 919.791.4200
US-1 North Commerce Center
ATC Submittal
Charlotte, North Carolina
SWENon
NC Dept of Environmental Quality
AUG 10 2023
Raleigh Regional Office
Enclosed, please find the following additional items required from our original submittal on July 201h,
2023, for the review of our authorization to construct, for the US-1 North Commerce Center project.
❑ 1— Original of FTA Instruction Sheet & Checklist
❑ 1—Original Project Memo
❑ 1— Digital Copy of Files on Flash Drive
Thank you for your assistance.
SEAMON, WHITESIDE & ASSOCIATES, INC.
Clinton McCo aughey-Co s
Office Administrator
cc: Scott M. Reese
Trey Little
CL1247
' 36 V Peterson Drive, Suitc 13 Charlotte. NC 28217 980.312 54501 seamonwhiteside.com

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 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 I5A NCAC 02T and the Division's
Minimum Design Criteria (Gravity Sewer & Pump Stations/Force Mains) and that plans, specifications and supporting documents
have been prepared in accordance with 15A NCAC 02T 15A NCAC 02T .0300 Division policies, and good engineering practices.
While no upfront engineering design documents are required for submittal, in accordance with 15A NCAC 02T .0305(b), design
documents must be prepared prior to submittal of a fast track permit application to the Division. This would include plans, design
calculations, and project specifications referenced in 15A NCAC 02T .0305 and the applicable minimum design criteria. These
documents shall be immediately available upon request by the Division.
Projects that are deented 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
R 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):
to Submit the completed and appropriately executed application.
➢ If necessary for clarity or due to space restrictions, attachments to the application may be made.
❑ If the Applicant Type in Item 1.2 is a corporation or company, provide documentation it is registered for business with the
North Carolina Secretary of State.
❑ If the Applicant Type in Item I.2 is a partnership or &!bia, 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 North Carolina
licensed Professional Engineer.
® The Applicant's Certification on Page 5 of the application shall be signed in accordance with 15A NCAC 02T .0I06(b). Per
15A NCAC 02T .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 Page I of 3

E. Flow Tracking/Acceptance Form (Form: FTSE 04-16) (If Applicable):
® Submit the completed and executed FTSE form from the owners of the downstream sewers and treatment facility.
➢ Multiple forms maybe required where the downstream sewer owner and wastewater treatment facility are different.
➢ The flow acceptance indicated in form FTSE must not expire prior to permit issuance and must be dated less than one year
prior to the application date.
➢ Submittal of this application and form FTSE. indicates that owner has adequate capacity and will not violate G.S. 143-215.67(a).
➢ Intergovernmental agreements or other contracts will not be accepted in lieu of a project -specific FTSE.
F. Site Maps (All Application Packages):
® Submit an 8.5-inch x 1 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 latituderlongitude) 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 he
added, and/or items to be modified (the application form itself should include only include items to be added/modified). The
narrative should also include whether any previously permitted items have been certified.
❑ The narrative should clearly identify the requested permitting action and accurately describe the sewers to be listed in
the final permit.
H. Power Reliability Plan (Required if portable reliability option utilized for Pump Station):
❑ Per 15A NCAC 02T .0305(h)(1), submit documentation of power reliability for pumping stations.
➢ This alternative is only available for average daily flows less than 15,000 gallons per day
➢ It shall be demonstrated to the Division that the portable source is owned or contracted by the applicant and is compatible with
the station. The Division will accept a letter signed by the applicant (see 15A NCAC 02T .0106(b)) or proposed contractor,
stating that "the portable power generation unit or portable, independently -powered pumping units, associated appurtenances
and personnel are available for distribution and operation of this pump station."
➢ If the portable power source or pump is dedicated to multiple pump stations, an evaluation of all the pump stations'
storage capacities and the rotation schedule of the portable power source or pump, including travel timeframes, shall
be provided in the case of a multiple station power outage. (Required at time of certification)
I. Certificate of Public Convenience and Necessity (All Application Packages for Privately -Owned Public Utilities):
• Per .15A NCAC 02T .0115(a)(1) provide the Certificate of Public Convenience and Necessity from the North Carolina Utilities
Commission demonstrating the Applicant is authorized to hold the utility franchise for the area to be served by the sewer
extension, or
❑ Provide a letter from the _ rth Carolina `tilities (om ission' Water and Sewer Division Public Staff stating an application
for a franchise has been re4eived and that the service area is contiguous to an existing franchised area or that franchise approval
is expected.
Operational Agreements (Applications from HOA/POA and Developers for lots to be sold):
❑ Home/Property Owners' Associations
❑ Per 15A NCAC 02T .01 15(c), submit the properly executed Operational Agreement (FORM: HOA1.
❑ 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 ISA NCAC 02T .01 I5 b submit the properly executed Operational Agreement i FORM: DEV).
Vor more information, visit the Division's collection systems website
(�►5�� �3 of 3
INSTRUCTIONS FOR FORM: FTA 05-21 & SUPPORTING DOCUMENTATION Page 2 of 3

NC Dept of Environmental Quality
JUL 2 Z08 State of North Carolina
Department of Environmental Quality
DWR Division of Water Resources
Raleigh Regional Office
Mvlslon of Water Resources Flow Tracking for Sewer Extension Applications
(FTSE 10-18)
Entity Requesting Allocation: SEAMONWHITESIDE
Project Name for which flow is being requested: US-1 NORTH COMMERCE CENTER
More than one FTSE may be required for a single project if the owner of the WWTP is not responsible for all pump
stations along the route of the proposed wastewater flow
I. Complete this section only if you are the owner of the wastewater treatment plant.
a. WWTP Facility Name: _
b. WWTP Facility Permit #:
c. WWTP facility's permitted flow
d. Estimated obligated flow not yet tributary to the WWTP
e. WWTP facility's actual avg. flow
f. Total flow for this specific request
g. Total actual and obligated flows to the facility
h. Percent of permitted flow used
U 1�
All flows are in MGD
L 7.5
II. Complete this section for each pump station you are responsible for along the route of this proposed
wastewater flow.
List pump stations located between the project connection point and the WWTP:
(A)
(B)
Design
Pump
Pump
Average
Approx.
Station
Station
Firm Daily Flow**
Current
(Name or
Permit
Capacity, * (Firm i po,
Avg. Daily
Number)
No.
MGD MGD
Flow, MGD
(C)
(D)=(B+C) (E)=(A-D)
Obligated,
Not Yet
Total Current
Tributary
Flow Plus
Daily Flow,
Obligated Available
MGD
Flow Capacity***
* The Firm Capacity (design flow) of any pump station is defined as the maximum pumped flow
that can be achieved with the largest pump taken out of service.
** Design Average Daily Flow is the firm capacity of the pump station divided by a peaking factor
(pf) not less than 2.5, per Section 2.02(A)(4)(c) of the Minimum Design Criteria.
*** A Planning Assessment Addendum shall be attached for each pump station located
between the project connection point and the WWTP where the Available Capacity is < 0.
Downstream Facility Name (Sewer):
Downstream Permit Number: —I
Page 1 of 6
FTSE 10-18

III. Certification Statement:
I C H215'Top I-lC R i)o ii C1Z'c'�/certify to the best of my knowledge that the addition of
the volume of wastewater to be pe eirm be 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.
Title of Signing Official
Page 2 of 6
FTSE 14-18

NC Dept of Environmental Quality
State of North Carolina
JUL 2 2�23 Department of Environmental Quality
1p,waw'R Division of Water Resources
FAST T 11a1 ISEWER SYSTEM EXTENSION APPLICATION
Division of Water Resources Raleigh ReglaMA 06-21 & SUPPORTING DOCUMENTATION
Application Number: L 00 Y 0(r5;D (to be completed by DWR)
All items must be completed or the application will be returned
1. APPLICANT INFORMATION:
I. Applicant's name: FRANKLIN COUNTY 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 NC'AC 021_0 LQ.
Title: AUTHORIZED OFFICIAL
4. Applicant's mailing address: 1630 US 1 HIGHWAY
City: YOUNGSVILLE State: NC Zip: 27596-
5. Applicant's contact information:
Phone number: [phone] Email Address: CDOHERTYPFRANKLINCOUNTYNC.US
II. PROJECT INFORMATION:
1. Project name: US-( NORTH COMMERCE CENTER
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: 36.038162 Longitude:-78,504673
5. Parcel ID (if applicable): 004433 (or Parcel ID to closest downstream sewer)
III. CONSULTANT INFORMATION:
I. Professional Engineer: TOMMIE L. LITTLE License Number: 048282
Firm: SEAMONWHITESIDE AND ASSOCIATES, INC.
Mailing address: 230 E. PETERSON DRIVE SUITE B
City: CHARLOTTE State: NC Zip: 28217-
Phone number: (980} 312-5450 Email Address: TLITTLEOSEAMONWHITESIDE.COM
IV. WASTEWATER TREATMENT FACILITY (WWTF) INFORMATION:
1. Facility Name: FRANKLIN COUNTY WATER & SEWER Permit Number: NCO069311
Owner Name: FRANKLIN COUNTY UTILITIES
V. RECEIVING DOWNSTREAM SEWER INFORMATION:
1. Permit Number(s): WQ19810
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
ffil
FORM: FTA 06-21 Page I of 5