WQ0042910_Application (FTSE)_20210824

DWR
Division of Water Resources
State of North Carolina
Department of Environmental Quality
Division of Water Resources
15A NCAC 02T .0300 — FAST TRACK SEWER SYSTEM EXTENSION APPLICATION
PTA 04-16 & SUPPORTING DOCUMENTATION
Application Number:
(to be completed by DWR)
All items must be corm feted or the avolication will be returned
I. APPLICANT INFORMATION:
L Applicant's name: Franklin County (company, municipality, HOA, utility, etc.)
2. Applicant type: ❑ Individual ❑ Corporation ❑ General Partnership
❑ Federal ® State/County ❑ Municipal
3. Signature authority's name: Chris Doherty per,I SA NCAC: 021.01 06ib1
Title: Public Utilities Director
4. Applicant's mailing address: 1630 US Highway #1
City: Youn sville State: NC Zip: 27596-
5. Applicant's contact information:
Phone number: (2j 9) 556-6177 Email Address: cdohe franklincoun
II. PROJECT INFORMATION:
❑ Privately -Owned Public Utility
❑ Other
l . Project name: Farmington Oaks Phase 3
2. Application/Project status: ® Proposed (New Permit) ❑ Existing Permit/Project
If a modification, provide the existing permit number: WQ00 and issued date:
If new construction but part of a master plan, provide the existing permit number: WQ00
3. County where project is located: Franklin nv�tonmeotal Qual�t'1
4. Approximate Coordinates (Decimal Degrees): Latitude: 36.038920= Longitude:-78.435717° C,Dept of E
5. Parcel ID (if applicable): 1863-63-930321
(or Parcel ID to closest downstream sewer) A�
Reg1Ona1 Of��e
IiI. CONSULTANT INFORMATION:
1. Professional Engineer: Jonathan Eakins License Number: 24642 kalC��r
Firm: The Nau Company, PLLC
Mailing address: PO Box 810
City: Rolesville State: N Zip: 27571-
Phone number: 9( 19) 6164716 Email Address: ieakinsQthenauco.com
IV. WASTEWATER TREATMENT FACILITY (WWTF) INFORMATION:
1. Facility Name: Franklin County WWTF Permit Number: NCO069311
Owner Name: Franklin County Public Utilities
V. RECEIVING DOWNSTREAM SEWER INFORMATION (if different than WWTF):
l . Permit Number(s): WQ,2SL%J Z,�o Downstream (Receiving) Sewer Size: I Z inch
System Wide Colleclion System Perniit Numbe!js) (ifappiicabJc): WQCS 11
Owner Name(s): �;V.L.I g Ceo u "--7
FORM: FTA 04-16 Page l of 5

VY. 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 Developerof lots to be sold, has a Developer's O grationai A f"Encnt FORM: DFV been attached?
❑ Yes ❑No ®NIA
3. If the Applicant is a 1_l j'Protxrty Qwncrs' Aesociatisjn, has an Oix rational Agreeinertl R-01 M' I i0A I been attached?
❑ Yes [:]No ®NIA
4. Origin of wastewater: (check all that apply):
® Residential Owned ❑ Retail (stores, centers, malls) ❑ Car Wash
❑ Residential Leased ❑ Retail with food preparation/service ❑ Hotel and/or Motels
❑ School / preschool / day care ❑ Medical / dental 1 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: 100 % Domestic/Commercial % Commercial
Industrial (See 15A NCAC 02T .0103(20))
1Is there a Pretreatment Program in effect? ❑ Yes ❑ No
6. Has a flow reduction been approved under 15A'r'CAC 02T .0114 ? ❑ Yes ❑ No
D If es rovlde a co of flow reduction a roval letter
7. Summarize wastewater generated by project:
Establishment Type (see 02T.0114ff))
Daily Design Flow •,b
No. of Units
Flow
Single Family Homes
250 gal/day
11
2,750 GPD
gal/
GPD
gal/
GPD
gait
GPD
gal/
GPD
gal/
GPD
Total
2,750 GPD
a See ISA NCAC 02F .01 14fb7. [d), (ch I I and izM 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. 426-4).
b Per 15A NCAC 02T .0I 14(c), design flow rates for establishments not identified fin table L5AINCAC 02101141 shall be
determined using available flow data, water using fixtures, occupancy or operation patterns, and other measured data.
8. Wastewater generated by project: _GPD (per I SA NCAC_ 02T .0114 )
D Do not include future flows or previously permitted allocations
If permitted flow is zero, indicate why:
❑ Pump Station or Gravity Sewer where flow will be permitted in subsequent permits that connect to this line
❑ Flow has already been allocated in Permit Number:
❑ Rehabilitation or replacement of existing sewer with no new flow expected
❑ Other (Explain):
FORM: FTA 04-16 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
8 434 PVC
8 48 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 requirement Is not allowed and a violation of the MDC
VIII. PUMP STATION DESIGN CRITERIA (If Applicable) -- 02T .0305 & NI DC {Pump Stationsa orce Malnsl:
COMPLETE FOR EACH PUMP STATION INCLUDED IN THIS PROJECT
1. Pump station number or name:
2. Approximate Coordinates (Decimal Degrees): Latitude: Longitude: -
3. Design flow of the pump station: millions gallons per day (firm capacity)
4. Operational point(s) of the pump(s): gallons per minute at feet total dynamic head (TDH)
5. Summarize the force main to be permitted (for this Pump Station):
Size (inches) Length (feet) Material
6. Power reliability in accordance with ) 5A NC"AC" 02T. QVILkI }:
❑ Standby power source or pump with 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
Or if the pump station has an average daily flow less than 15,000 gallons per day:
❑ Portable power source with manual activation, quick -connection receptacle and telemetry - 15A NCAC 02T
.0305(h)(1)(C)
or
❑ Portable pumping unit with plugged emergency pump connection and telemetry - 15A NCAC 02T .0305(h)(1)(C):
➢ It shall be demonstrated to the Division that the portable source is owned or contracted by the applicant (draft agreement)
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
in the case of a multiple station power outage.
FORM: FTA 04-16 Page 3 of 5

IX. SETBACKS & SEPARATIONS — (02B .0200 & 15A NCAC 02T .0305(f)):
1. Does the project comply with all separations found in 15A NCAC 02T .0305if1 & f_Q] ❑ Yes ❑ No
➢ 15A NCAC 02T.0305ffl contains minimum sennratinns that Shan He
Setback Parameter*
Se aration Required
Storm sewers and other utilities not listed below vertical
24 inches
Water mains vertical -water over sewer including in benched trenches
18 inches
Water mains horizontal
10 feet
Reclaimed water lines vertical - reclaimed over sewer
Reclaimed water lines horizontal - reclaimed over sewer
18 inches
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
100 feet
"*Waters classified WS (except WS-I or WS-V), B, SA, ORW, HQW, or SB from normal
hig water or tide elevation and wetlands see item IX.2
50 feet
**Any other stream, lake, impoundment, or ground water lowering and surface drainage
ditches
10 feet
Any building foundation
5 feet
Any basement
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
I0 feet
Final earth grade vertical
36 inches
➢ 15A NCAC 02T.0305{al contains alternatives where separations in 02T.0105f [1 cannot be achieved.
➢ *"Stream classifications can be identified using the Division's NC SLJri'ace Water J3ssifk:w1ons wcb o e
➢ If noncompliance with 02T.0309f a [ic), see Section X of this application
2. Does the project comply with separation requirements for wetlands? (50 feet of separation) ® Yes ❑ No ❑ N/A
➢ See the Division's draft separation requirements for situations where separation cannot be meet
➢ No variance is required if the alternative design criteria specified is utilized in design and construction
➢ As built documents should reference the location of areas effected
3. Does the project comply with setbacks found in the river basin rules per J SA NCAC' 02B .0200'' ® Yes ❑ No ❑ NIA
➢ This would include Trout Buffered Streams per 15A NCAC 2B.0202
4. Does the project require coverage/authorization under a 404 Nationwide or ® Yes ❑ No
individual permits or 401 Water Quality Certifications?
➢ Information can be obtained from the 401 & Buffer PcnniLt ti�;�neb
5. Does project comply with 15A NCAC 02T.0105 c 6 (additional permits/certifications)? ® Yes ❑ No
Per 15A NCAC 02T.0 J,05fcJ(6), directly related environmental permits or certification applications are 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.).
6. Does this project include any sewer collection lines that are deemed "high -priority?"
Per 15A NCAC 02T.0402, "high -priority sewer" means "any aerial sewer, sewer contacting surface waters, siphon, or sewer
positioned parallel to streambanks that is subject to erosion that undermines or deteriorates the sewer.
❑ Yes ® No ❑ NIA
➢ 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 permitee's individual System -Wide Collection permit.
FORM: FTA 04-16 Page 4 of 5

X. CERTIFICATIONS:
Does the submitted system comply with ISA.NC;AL' 02T, the Minimum Oe ' gn .e'[ qria for the Permitting DFPum1t at�tjOns
and For a Mains latest WTILonL and the Graviiy Sewer Mini mum Design Crias applicable?
® Yes ❑ No
If No, complete and submit the Variance/Alternative Design Request application (VADC 10-14) and supporting documents for
review. Approval of the reguest is required iprior to submittal of the Fast Track Avolication and supoorting documents.
2. Professional Engineer's Certification:
I, Jonathan Eakins, PE attest that this application for
(Professional Engineer's name from Application Item 1II.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, Gravity Sewer
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 143-2I5.6A 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 isdemeanor, which may
include a fine not to exceed $10,000, as well as civil penalties up to $25,000 per violation�����sss,; T"<<ri,.
North Carolina Professional Engineer's seal, signature, and date: �,,�L�'� �• V� / ��.�
r •
A s
J.
%
ii ' .. •
3. Applicant's Certification per 15A NCAC 02T .0106(b):
I, yA N t,_ pCS i %e SZ."rc. Z5 t 2JB�G—ca V- attest that this application for
(Signature Authority's name & titi fr m Application Item I.3.)
has been reviewed by me and is accurate and complete to the best of my knowledge. 1 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.f3B, 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.
Date: 6 7 • C> ZO Z 1
FORM: FTA 04-16 Page 5 of 5

State of North Carolina
Department of Environmental Quality
Division of Water Resources
Mvision of Water Resources Flow Tracking for Sewer Extension Applications
(FTSE 10-18)
Entity Requesting Allocation: Franklin County w
Project Name for which flow is being requested: Farmington
Oaks Phase 3
More than one FTSE maybe required for a single project if the owner of the WWTP is not responsible for al�gunip
stations along the route of the proposed wastewater,Jlow.
U
I. Complete this section only if you are the owner of the wastewater
treatment plant.
a. WWTP Facility Name: Franklin County WWTP
b. WWTP Facility Permit ##: NCO069311
,o
All flows are in MGD •�
v
c. WWTP facility's permitted flow
3.O t:�) CD w U),
d. Estimated obligated flow not yet tributary to the WWTP p, 124.2 o c�C
e. WWTP facility's actual avg. flow
f Total flow for this specific request
0. 00 E
g. Total actual and obligated flows to the facility
{ C>S-7 64
h. Percent of permitted flow used
to3 . q t, a
1T. 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 / pf),
Avg. Daily
Number)
No.
MOD MOD
Flow, MOD
(C)
(D)=(B+C) (E)=(A-D)
Obligated,
Not Yet
Total Current
Tributary
Flow Plus
Daily Flow,
Obligated Available
MOD
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): Franklin County WWTP
Downstream Permit Number: NCO069311
Page 1 of 6
FTSE 10-18

III. Certification Statement:
I Christopher Dohertycertify to the best of my knowledge that the addition of
the volume of wastewater to be permitted in this project has been evaluated along the route to the receiving
wastewater treatment facility and that the flow from this project is not anticipated to cause any capacity
related sanitary sewer overflows or overburden any downstream pump station en route to the receiving
treatment plant under normal circumstances, given the implementation of the planned improvements
identified in the planning assessment where applicable. This analysis has been performed in accordance
with local established policies and procedures using the best available data. This certification applies to
those items listed above in Sections I and II plus all attached planning assessment addendums for which I
am the responsible party. Signature of this form certifies that the receiving collection system or treatment
works has adequate capacity to transport and treat the proposed new wastewater.
1�� 61.�tyT�t�L'ri65 _ULQ�C-�"o2
Title of Signing Official
Page 2 of 6
FTSE 10-18

The Nau Company
Consulting Civil Engineers
July 29, 2021
NC Department of Environmental Quality
Division of Water Resources
Raleigh Regional Office
RE: Farmington Oaks Phase 3 Sanitary Sewer Permit
To whom it may concern:
Attached are the required documents for the permitting of the gravity sanitary sewer line
required for the Essex Townes and Essex Village project located in Franklin County, NC. Below is
a summary of the system to be permitted:
System Name: Farmington Oaks Phase 3
Homes served: 11
Flow allocation required: 2,750 GPD
Pipe data: 434 LF of 8" PVC gravity sanitary sewer
48 LF of 8" DIP gravity sanitary sewer
The following items are included with this submittal package:
• $480 application fee
• Fast Track Form (Form FTA 04-16)
• Flow Tracking/Acceptance Form (Form FTSE 04-16)
• 8.5x11 USGS topo map of the project area
• 8.5x11 aerial image of the project area
If you have any questions or concerns, please let me know.
Sincerely,
The Nou Cowvmv. PLLC
Jonatn Eaki s, PE
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PO Box 810 / Rolesville, North Carolina 27571 / [phone]

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JR.
ACCENT
CORPORA 1 L
G R A P 4 L I C S
LETTER OF TRANSMITTAL
8121 Brownleigh Drive Raleigh, NC 27617
919/782-3332 800/280-0755 919/783-0702 Fax
To: NCDEQ Raleigh Regional Office
3800 Barrett Drive
Raleigh NC 27609
Date:
8/23/2021
Attention:
Raleigh Regional Office
Job Name:
Farmington Oaks Phase 3
Job #:
20212023-033
Per:
The Nau Co ( Jon Eakins
Entered By:
Troy
WE ARE SENDING YOU THE FOLLOWING ITEM(S):
Qty
Unit
Description
1
set (s)
Signed check
1
set (s)
Transmittal
1
set (s)
Farmington Oaks Phase 3 Cover Letter
1
set (s)
Fast Track Sewer App
1
set (s)
Flow Tracking App
1
set (s)
Farmington Oaks Phase 3 Aerial Photo
1
set (s)
Farmington Oaks Phase 3 USGS Topo Map
Misc. Notes:
Received By:
Delivered By:
avio IVito T�az, qs'ra
ITT
Me l 9nd
�ir1ena Igatra
Date:
Time:
If you have any questions about this order please call and ask for the Production Manager

The Nau Company
Consulting Civil Engineers
Deliver to
TRANSMITTAL
Sender
PO Box 810
Rolesville, NC 27571
919-435-6395
NCDEQ Raleigh Regional Office
]on Eakins, PE
Water Quality Section
919-616-4716
3800 Barrett Drive
[e-mail]
Raleigh NC 27609
Date August 23, 2021
919-791-4200
1 Delivery method Hand Delivery
Project name
Submittal type
Project number
Farmington Woods Phase 3
Sanitary Sewer Permit - First Submittal
Quantity
Date
Description
1
Cover Letter
2
Fast Track Application (FTA)
1
Check for $480
1
Flow Tracking/Acceptance Form (FTSE)
1
USGS Quad Map
1
Aerial Map
it
yc Dept of Envuou
.
uIlAkAw
Comments/Notes
Kalcigh Region