WQ0041909_Application (FTSE)_20200817

r
State of North Carolina
Department of Environmental Quality
Division of Water Resources
15A NCAC 02T.0300— FASTTRACK SEWER SYSTEM EXTENSION APPLICATION
Division of Water Resources FTA 04-16 & SUPPORTING DOCUMENTATION
Application Number. v" "6 ,«) be completed by MR) x
7
All items must be coin feted or the application will be returned
1. APPLICANT INFORMATION:
1. Applicant's name: Franklin County Public Utilities (company, municipality, HOA, utility, etc.)
2. Applicant type: ❑ Individual ❑ Corporation ❑ General Partnership ❑ Privately -Owned Public Utility
❑ Federal ® State/County ❑ Municipal ❑ Other
3. Signature authority's name: Chris Doherty per 15A NCAC 02'r .OIU6(b)
Title: Public Utilties Director
NC pept of Environment$1 Quality
4. Applicant's mailing address: 1630 US Hwy
City: Youngsville State: NC Zip: 27596- AUG 17
202O
5. Applicant's contact information:
Phone number: (9l9) 556-6177 Email Address: cdohertvnfranklincountync.us R 0ighRcgivrial Q 1C8
11. PROJECT INFORMATION:
I. Project name: Gill Farm Subdivision Phases 2B & 3
2. Application -Project status: ® Proposed (New Permit) ❑ Existing PermitlProject
If a modification, provide the existing permit number: WQOU and issued date:
If new construction but part of a master plan, provide the existing permit number: WQOU
3. County where project is located: Franklin
4. Approximate Coordinates (Decimal Degrees): Latitude: 36.04830 Longitude:-78.415784'
5. Parcel ID (it'applicable): 1873-17-8247 & 1863-97-9807
(or Parcel ID to closest downstream sewer)
Ill. CONSULTANT INFORMATION:
I. Professional Engineer: Christopher A. Lewis PE License Number: 041421
Firm. FLM Engineering, Inc
Mailing address: PO Box 91727
City: Raleigh State: NC Zip: 27675-_
Phone number: (9l9) 8O2-7146 Email Address: clewis a Ilmen gineerin g.com
IV, WASTEWATER TREATMENT FACILITY (WWTF) INFORMATION:
I. Facility Name: Franklin County W WTP Permit Number: NCO06931 l
Owner Name: Franklin Countv Public Utilities
V. RECEIVING DOWNSTREAM SEWER iNFORMATION (iTdiflerent than WWTF):
1. Permit Number(s): WQ0040169 Downstream (Receiving) Sewer Size: 8 inch
System Wide Collection System Permit Numbers if a licable : WQCSOO179
Owner Name(s): Franklin County Public Utilities
FORM: FTA 04-16
Page I of 5

VI. GENERAL REQUIREMENTS
I. 'If the Applicant is a Privately -Owned Public Utility, has a Certificate of'Public Convenience and Necessity been attached?
❑ Yes [:]No ®N;'A
2. Ifthe Applicant is a Developer of lots to be sold, has a Developer's Operational Agreement_WORM-_DLV) been attached?
[:]Yes [:]No ®NIA
3. If the Applicant is a Home/Property Owners' Association, has an Operational Agreement (FORM: HOA) been attached'?
❑ Yes ❑No ®N?A
4. Origin of wastewater: (check all that apply):
® Residential Owned ❑ Retail (stores, centers, enalls) ❑ Car Wash
❑ Residential Leased ❑ Retail with Ibod preparationlservice ❑ Hotel and?or Motels
❑ School + preschool..- day care ❑ Medical identali veterinary facilities ❑ Swimming Pool .;Clubhouse
❑ Food and drink facilities ❑ Church ❑ Swimming PooliFilter Backwash
❑ Businesses/ offices / factories ❑ Nursing Home ❑ Other (Lxplain in Attachment)
5. Nature of wastewater : 100 % Domestic/Commercial % Commercial
_ % Industrial (See 15A NCAC 02T .0103(20))
bls there a Pretreatment Program in effect? ❑ Yes ❑ No
6. Hasa flow reduction been approved under ISA NCAC 02T .01 14(f)? ®Yes ❑ No
Ir ves, Provide a conv of flow reduction annroval letter
7. Summarize wastewater generated by project:
Establishment Type (see 211.01140
Daily Design Flow "''
No, of Units
Flow
Single Family Homes
250 galiday
74
18,500 GPD
gall
G 13D
gall
GPD
gal!
GPD
gal?
GPD
gal;'
GPD
Twat
18,500 GPD
L/
a See ISA NCAC 02T .41_I4(b),_(d),1e)(1 ) and(e)(2) for caveats to wastewater design flow rates (i.e., minimum Clow per
dwelling; proposed unknown non-residential development uses; public access facilities located near high public use areas;
and residential property located south or east ofthe Atlantic Intracoastal Waterway to be used as vacation rentals as defined
in G.S. 42A-4).
b Per 15A NCAC 02T .0I 14(c), design flow rates for establishments not identified [in table 15A NCAC 02T.01 14] shall be
determined using available flow data, water using fixtures, occupancy or operation patterns, and other measured data.
8. Wastewater generated by project: 18,500 GPD (per 15A NCAC 02T .01 14)
Do not include future flows or previously permitted allocations
Ifpermitted llo►v 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

Vll. GRAVITY SEWER DESIGN CRITERIA (If Applicable) - 02T .0305 & MDC (Gravity Sewers):
l . Summarize gravity sewer to be permitted --
Size (inches) Length (feet) Material
8" 2,624' SDR35 PVC
Section II & III ofthe 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
Vill. PUMP STATION DESIGN CRITERIA (If Applicable) —02T .0305 & MDC(Pump Stations/Force Mains):
COMPLETE FOR EACH PUMP STATION INCLUDED IN THIS PROJECT
l . 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 (fDI-I)
5. Summarize the force main to be permitted (for this Pump Station)-.
Size (incites) Length (feet) Material
6. Power reliability in accordance with 15A NCAC 021,0305 h I :
❑ Standby power source or pump with automatic activation and telemetry - 15A NCAC 02T .0305(h)(1)(B)_
i Required for all pump stations with an average daily flow greater than or equal to 15,000 gallons per day
i 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 a .0305(h)(1)(C):
i 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.
Ifthe 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 multiple station power outage.
FORM: FTA 04-16 Page 3 of 5

IX. SETBACKS & SEPARATIONS — (0213.0200 & 15A NCAC 02T .0305(f)):
I. Does the project comply with all separations round in 15A NCAC 02T .03050) & (g)
1 S A A1('A(' (OT f12f15f 4) rnntnim miniminn eennratinns that shall be provided for sewer systems:
® Yes ❑ No
Setback Parameter*
Separation Required
Stone 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)
IU 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-1 waters ol'Class l or
Class 11 impounded reservoirs used as a source ofdrinkin g water
A00 feet
**Waters classified WS (except WS-1 or WS-V), B, SA, ORW, I]QW, or SB from normal
high water (or tide elevation) and wetlands (see item 1X.2)
50 feet
**Any other stream, lake, impoundment, or ground water lowering and surface drainage
ditches
lU feet
Any building foundation
Any basement
5 feet
10 feet
Top slope ofembankment or cuts oft feet or more vertical height
IU feet
Drainage systems and interceptor drains
5 feet
Any swimming pools
10 feet
Final earth grade (vertical)
36 inches
:- 15A NCAC 02T.0305LQ contains alternatives where separations in 02T.0305(f) cannot be achieved.
**Stream classifications can be identified using the Division's NC Surface Water Classifications web age
If noncompliance with 02T.0305(t) or Lg. see Section X of this application
2. Does (lie 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 ifthe alternative design criteria specified is utilized in design and construction
As built documents should reference the location ofareas effected
3. Does the project comply with setbacks found in the river basin rules per 15A NCAC 02B .0200? ® Yes ❑ No ❑ N, A
r 'Phis would include "Trout Buffered Streams per 15A NCAC 213.0202
4. Does the project require coverage/authorization under a 404 Nationwide or ® Yes ❑ No
individual permits or 401 Water Quality Certifications?
i Information can be obtained from the 401 & Buffer Permitting Branch
5. Does project comply with 15A NCAC 02T.0_105(c)(6) (additional permits certifications)? ® Yes [:]No
Per 15A NCAC 02T.0105(c)(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, storinvater 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 ❑ N.--A
r 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 Systent-Wide Collection permit.
FORM: F TA 04-16 Page 4 of 5

X. CERTIFICATIONS:
I . 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, complete and submit the Variance. -'Alternative Design Request application (VADC 10-14) and suppurting documents for
review, Anproval orthe rei nest is rc uired prior to submittal or the Fast Track A > >lication and sugnorlinL, documents.
2. Professional Engineer's Certification:
1, eA`1Zts'r0F#C9 A. 460S AE ___ _.attest that this application for
(Professional Engirt er's name from Application Item Ill. L)
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. l 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 prolessionals 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.
North Carolina Professional Engineer's seal, signature, and date: ,�•``�H,C.4q�'�.,�
S.
S
n 0 1142,
co
'�,, DER A• L �`�
3. Applicant's Certification per 15A NCAC 02T .0106(b):
cHys-�pft��me
, [ Lk �- -r--gs { t,LE7TJl- _ _attest that this application for
K title from Application Item 1.3.)
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. l 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, andror 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 S25,000 per violation.
Dale. p& —O6-WW
FORM: FTA 04-16 Page 5 of5

State of North Carolina
Department of Environmental Quality
I)WR
Division of Water Resources
Division of water Resources Flow Tracking/Acceptance for Sewer Extension Applications
(FTSE 04-16)
Entity Requesting; Allocation: Franklin County
Project Name for which flow is being; requested: Gill Farm Subdivision Phases 2B & 3
Marc that one F7SE anal, he required fur a single prtyeet if'the u►rtter uJ the WWTP is nui resputrsible fur all pttutp
staliutla cdong the ruttie of the proposed n-astewuler Jluw,
1. Complete this section only if you are the owner of the wastewater treatment plant.
a. WWTP Facility Name: Franklin County Wastewater Treatment Plant
b. WWTP Facility Permit #: NCO069311
AlI flows tyre in MGD
c. WWTP facility's permitted flow _3.0000
d. Estimated obliVated flow not yet tributary to the W WT • -Ls�
e. WWTP facility's actual avg. flow l ' k —6
f. Total flow for this specific request 0.01850
g. Total actual and obligated flows to the facility C 41
h. Percent of permitted flow used 14* 2 •. - q
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)
(13)
(C)
(D)=(13+C) (E)=(A-D)
Design
Obligated,
Pump
Average Daily
Approx.
Not Yet
rotal Current
Station
Firm Flow**
Current Avg,
Tributary
Flow Plus
(Name or
Capacity, * (firm i pl),
Daily Flow,
Daily Flow,
Obligated Available
Number)
MGD MGD
MGD
MGD
Flow Capacity***
--*'—The Firm Capacity of any pump station is defined as the maximum pumped flow that
can be achieved with (lie largest pump taken out of service.
** Design Average Daily Flow is (lie firm rapacity of the pump station divided by a peaking
factor (pl) not less than 2.5.
*** 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 <il.
Downstream Facility Name (Sewer): Franklin County WWTP
Downstream Permit Number: N0006931 1
Page 1 of 6
rT SE 04-16

1I1'. Certification Statement:
I cria45 !�ftr 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 1I
plus all attached planning assessment addendums for which 1 am the responsible party.
Signature of this form indicates acceptance of this wastewater flow.
Page 2 0176
I:TSE 04-16

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OF WA rF,�
Michael F Easky, Governor
William 0 Rosslr, Secretary
5 y North Carolina Department orF.nvirunment and Natural Resources
0 �
Alan W Klimek, P E. Director
Division of Water Quality
August 19, 2008
J. Bryce Mendenhall, Utilities Director
Franklin County Public Utilities
1630 US Highway 1
Youngsville, NC 27596
Subject: Franklin County Public Utilities WWTP
Permit No. NG0069311
Adjusted Daily Sewage Flow Design Rate
Franklin County
Dear Mr. Mendenhall:
On June 11, 2008, the Division of Water Quality
ived your request for an
adjustment to the daily sewage flow design rates. Thiss adjustment ewould apply to all Franklin
County Public Utilities permitted but not yet tributary connections and all future connections
tributary to this facility (with the exception of permits whose flows are tributary t r the collection
systems of Franklinton and Youngsville) in accordance with 15A NCAC tar .to the c l flow
adjustment to 250 gallons per day per residential dwelling was requested. The Division's
Raleigh Regional Office reviewed the information provided by you and on
additional informati
provided by your consultant to the Raleigh Regional Office dated June 26 and June 27, rmati
2008.
In accordance with 15A NCAC 02T ,0114(f)(2), the Raleigh Regional Office has evaluated all
the submitted data and considered other factors including weather conditions during the data
period of calendar year 2007, DMR monitoring data for this facility and an analysis of flow
reduction data for other facilities comparable to the Franklin County WWTP and collection
system. Based on the data submitted, the Division hereby approves the use by Franklin
County Public Utilities for the collection system described in Permit No. WQCS00179, and the
treatment plant described in Permit No. NCO069311, an adjusted daily sewage design flow
rate of 250 gallons per day per single-family dwelling, effective immediately. This flow
reduction shall be applicable to existing permits with flows not yet tributary to the Franklin
County collection system and all future permits issued to Franklin County Public Utilities. This
flow reduction SHALL NOT APPLY to sewer extension permits issued to or tributary to the
collection systems of the towns of Youngsville and Franklinton in Franklin County.
In granting this flow reduction, please be advised that the Division will not reissue any
outstanding permits made prior to this flow reduction request. If reissued permits are desired,
a permit modification request with the appropriate fee must be submitted for each permit to be
so modified. Flow allocation and tracking files maintained by the Raleigh Regional Office will
be updated for any flow being shown as not yet tributary to the WWTP,
�r�°n,�e Caro ,
)CIA a?;;
North Carolina Division of Water Quality 1526 Mai! Service Center Raleigh, NC 27699.1626 Phone [phone] Customer Service
Internet: +v+vw. +va�ei u. I I .or Location: 3900 Barrett Drive Raleigh, NC 27609 Fax [phone]
I .677-sz3.67ax
An Equal Opporlunly/Affirmative Action Employer— 50%Recyc"10% post Consumer?aper

J. Bryce Mendenhall, Utilities Director
Franklin County Public Utilities
Page 2
Future sewer extension applications should be made using the reduced flow amounts stated'
above. All other aspects of the permitting process remain unchanged, and all applications
must be in compliance with the statutes, rules, regulations and minimum design criteria as
certified by the owner and engineer. Without regard to this or any other flow reduction either
requested or granted, at no time shall the flow to this wastewater treatment facility
exceed the limits defined in the NPDES permit for this facility, nor exceed the capacity
of the sewers downstream of any new sewer extension or service connection.
If you have any questions regarding this adjustment to the daily sewage flow design rates, or
require any additional information, please contact Barry Herzberg at [phone], or by
electronic mail to bar .herzber ncmail.net.
Sincerely,
S 7,re.
for Coleen H. Sullins, Director
Division of Water Quality
by S. Daniel Smith
Surrace Water Quality Supervisor
Raleigh Regional Office
Cc: Franklin County Health Department
RRO SWP, BH
RRO, FCPU Files, NCO069311 & WQCS00179
Dan Blaisdell, PE, CG&L
Deborah Gore, PERCS Unit
Marie Doklovic, PE
Stearns & Wheler
3128 Highwoods Blvd. Suite 140
Raleigh, NC 27604

FLMENGINEERING
TRANSMITTAL
Date: August 13, 2020 D6151' of Environmental Quality
To: Raleigh Regional Office AUG 17 2a
1628 Mail Service Center
Raleigh, NC 27699-1628 Raleigh Regional 4f oo
Attn: Water Quality Section, Jason Robinson
Reference: Gill Farm Subdivision Phases 213 & 3 — Sewer Submittal
We are sending the following items:
Copies j
Description
. Date
1
Gill Farm SO Phases 28 & 3 -11" x 17" Construction Plans for Reference
2020-08-13
2
Cover Letters
2020-08-13
1
Application Fee of $480.00
2020-08-13
2
Gill Farm Subdivision Fast Track Sewer Applications
2020-08-13
2
1 Gill Farm Subdivision Flow Tracking 1 Acceptance Forms
2020-08-13
2
8.5" x 11" USGS Topographic Quad Maps
2020-08-13
2
8.5" x 11" Aerial Imagery Exhibits
2020-08-13
2
1 Franklin County Sewer Flow Reduction Approval Letter
2020-08-13
1
CD with Electronic Copy of Apelication and Supporting Documents
2020-08-13
These items are transmitted:
For Review & Comment As Requested
Sincerely,
FLM Engineering, Inc.
Christopher A. Lewis, Principal
clewis(cbflmengi nee ring. corn
For Your Use : For Approval
0 2020 FLM Engineering, Inc. Page 1 of 1
PO Box 91727. Raleigh, NC 27675 p 1919.423.8975
August 13, 2020

FLMENGINEERING
August 13, 2020
Jason Robinson
NCDEQ
Division of Water Resources
1627 Mail Service Center
Raleigh, NC 27699-1636
Reference: Gill Farm Subdivision Phases 213 & 3
Public 8" Gravity Sewer
Mr, Robinson -
NC DePt of Envlronu►ental Quality
AUG 17 20
Raleigh Regional office
This letter is to accompany the submittal package for the Gill Farm Subdivision Phases 2B & 3
public gravity sewer application form FTA 04-16.
Clayton Properties Group, Inc is proposing an expansion to the existing Gill Farm Subdivision,
The expansion, known as Phases 26 & 3, proposes an additional 74 single family lots. The site
is located northeast of Youngsville on Mays Crossroads Road (NCSR 1105) on Franklin County
Parcel ID Nos. 1873-17-8247 & 1863-97-9807. The project will be constructed as shown in the
attached 11x17 construction plans.
Since this project resides in Franklin County's jurisdiction, we have utilized the agreed upon
wastewater design flow rate of 250 gallons per day per lot, Thus, the total wastewater flow
generated by this project is expected to be 18,500 gallons per day (GPD).
The sewer system consists of 13 proposed public 4' diameter manholes and 2 proposed public 5'
diameter manholes and 2,624 feet of 8-inch SDR35 PVC. The proposed system to the previously
permitted Gill Farm Subdivision sewer system.
Please let me know if you have any questions or need any additional information,
Sincerely,
Christopher A. Lewis, PE
Principal
919. 802, 7146
[e-mail]
QD 2020 FLM Engineering, Inc. Page 1 of 1
August 13, 2020
PO Box 91727, Raleigh, NC 27675 p 1919.610,1051