wq0042331_Application (FTSE)_20210211

State of North Carolina
Department of Environmental Quality
DWR Division of Water Resources
15A NCAC 02T .0300 - FAST TRACK SEWER SYSTEM EXTENSION APPLICATION
Division of Water Resources FTA 04-16 & SUPPORTING DOCUMENTATION
Application Number: ±�qyo4d33 l 0o he compidal by DWR) f
All items must be completed or the application will be returned
�R
I. APPLICANT INFORMATION:
I. AppIicant'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 02T .0106(b)
Title: Director
4. Applicant's mailing address: 1630 US HWY I
City: YOUNGSVILLE Stale: NC Zip: 27596-
5. Applicant's contact information:
Phone number. 9L 19) 556-6177 Email Address: [e-mail]
IL PROJECT INFORMATION: 2
1. Project name: Cedar Crossing Subdivision - Phase IV & V
2. Application/Project status: ® Proposed (New Permit) ❑ Existing Permit/Project
If a modification, provide the existing permit number: WQ00 and issued date: w� �4
If new construction but part of a master plan, provide the existing permit number: WQ00 c
O
3. County where project is located: FRANKLINo
4. Approximate Coordinates (Decimal Degrees): Latitude. 36.0779' Longitude:-78.4398 p� tI P
5. Parcel ID (if applicable): 1864-56-5534��
(or Parcel 1D to closest downstream sewer)
III. CONSULTANT INFORMATION:
1. Professional Engineer: Tom Spaulding, PE License Number: 19375
Firm: The SRaulding Group, PA
Mailing address: 1611 Jones Franklin Road, Suite 101
City: Raleigh State: NC Zip: 27606-
Phone number: [phone] Email Address: lom [e-mail]
IV. WASTEWATER TREATMENT FACILITY (WWTF) INFORMATION:
1. Facility Name: FRANKLIN Co WWTP Permit Number: NCO0693I 1
Owner Name: FRANKLIN CO PUBLIC UTILITIES
V. RECEIVING DOWNSTREAM SEWER INFORMATION (if different than WWTF):
1. Permit Number(s): WQ22020mod Downstream (Receiving) Sewer Size: 8 inch
Svstem Wide- Collection Svstem Permit Numbers (if ap ijcablej: WQCS00179
Owner Name(s): FRANKLIN CO PUBLIC UTILITIES
FORM: FTA 04-16 Page 1 01`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 ❑NIA
2. If the Applicant is a Developer of lots to be sold, has a Developer's 0 dtiyirsal Aereement tFOItM:_DEV been attached?
❑ Yes [-]No ❑WA
3. If the Applicant is a Home,Troperty Owners' Association, has an _Qperational Agreement (FORM: HOA1 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 I preschool I day care ❑ Medical I dental i veterinary facilities ❑ Swimming Pool "Clubhouse
❑ Food and drink facilities ❑ Church ❑ Swimming Pool/Filter Backwash
❑ Businesses ? offices I factories ❑ Nursing Home ❑ Other (Explain in Attachment)
5. Nature of wastewater: 100 °gyp Domestic.'Commercial % Commercial
_ % Industrial (See 15A NgCO2T .0103{2iD
�Is there a Pretreatment Program in effect? ❑ Yes ❑ No
6. Has a flow reduction been approved under 1.5A NCAC 02T ,0114 f{ )? ® Yes ❑ No
D If yes, provide a copy of flow reductlon apnroyal letter
7. Summarize wastewater generated by project:
Establishment Type (see OZT.OI 140
Daily Design Flow,,,'
No. of Units
Flow
Single -Family Residential Dwelling Unit
250 gal/day
65
16,250 GPD
gal?
GPD
gall
GPD
gal/
GAD
gal/
GPD
gal/
GPD
Total
16,250 GAD
a See 15A NCAC 02T .0114(b), (d), (elf I and (e)f 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.0114] shall be
determined using available flow data, water using fixtures, occupancy or operation patterns, and other measured data.
S. Wastewater generated by project: 16,250 GPD (per 15A NCAC 02T .0114)
1- 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-I6 Page 2 of 5

VII. GRAVITY SEWER DESIGN CRITERIA (If Applicable) - 02T .0305 & MDC (Gravity Sewer:
I . Summarize gravity sewer to be permitted:
Size (inches) Length (feet) Material
8 1477 PVC
8 400 DIP
Section 11 & III of the MDC for Permitting of Gravity Sewers contains information related to design criteria
Z Section III contains information related to minimum slopes for gravity sewer(s)
D Oversizing lines to meet minimum slope requirement is not allowed and a violation of the MDC
VIII. PUMP STATION DESIGN CRITERIA (If Applicable)—_02T.,(1305 & MDC (Pump Stations/Force Mains):
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 15A NCAC 02T-.0305(h)i I t:
❑ 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
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- l6 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.0305 & ® Yes ❑ No
IV I5A NCAC 02T.0305(f) contains minimum separations that shall be nrovided fnr sewer systems,
Setback Parameter*
Separation Required
Storm sewers and other utilities not Iisted 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
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
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 see item IX.2)
50 feet
**Any other stream, lake, impoundment, or ground water lowering and surface drainage
ditches
10 feet
Any buildin , 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 ools
10 feet
Final earth grade vertical
36 inches
t 15 A NCAC 02T.0305fit contains alternatives where separations in 02T.0305(f) cannot be achieved.
"Stream classifications can be identified using the Division's NC Sur ace_Water Classificai ions webpal;
z If noncompliance with 02T-0305 or see Section X of this application
2. Does the project comply with separation requirements for wetlands? (50 feet of separation) ® Yes ❑ No ❑ NIA
:- 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
D As built documents should reference the location of areas effected
3. Does the project comply with setbacks found in the river basin rules per 1JA 0213 .0200? ®Yes ❑ No ❑ N;'A
This 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?
Information can be obtained from the 401 A Buffer Permitting Branch
5. Does project comply with 15A NCAC 02T.0105(cl(6) (additional permitslcertifications)? ® Yes ❑ No
Per 1.5A NCAC 02T.0105(cl(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:
1. Does the submitted system comply with I5A NCAC 02T, the Minimum Design Criteria for the_Permitting of Pump Stations
and Force Mains (laccst. yersion , and the Gravity Sewer Minimum Desit�n Criteria (latest version) as 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 request is required prior to submittal of the Fast Track Application and supporting documents
2. Professional Engineer's Certification:
I..-gineer_ _ --.attest that this application for
(Prof s�tonal En'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. 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 143-215.6A 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.
j:...................................FTamT;...................._............
North Carolina Professional Engineer's seal, signature, and date: �`�ING A R O �41,
=:O
9
SEAL
t_
i 19375
j _1[
3. Applicant's Certification per 15A NCAC 02T .OI06(b):
I, ;1� D attest that this application for
(Signature Authonty's name &title m Application Item I.3.)
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. 1 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.
Date: C'? ` 14? -' O'p
FORM: FTA 04-16 Page 5 of

State of North Carolina
Department of Environmental Quality
DWR Division of Water Resources
Division of Water Resources Flow TrackinglAcceptance for Sewer Extension Applications
(FTSE 04-I6)
Entity Requesting Allocation: Franklin Co Public Utilities
Project Name for which flow is being requested: Cedar Crossing - Phase IV & V
More than one FTSE nray be required for a single project if the owner of the fPJ7P is not responsible far all pcunp
stations along the route of the proposed wa steivater flow.
1. Complete this section only if you are the owner of the wastewater treatment plant.
a. WWTP Facility Name: Franklin Co WWTP
b. WWTP Facility Permit #: 0069311
AI! flows are in MGD
c. WWTP facility's permitted flow 3.0
d. Estimated obligated flow not yet tributary to the WWTP J,Jb4 22
e. WWTP facility's actual avg. flow t . 30 D O
f. TotaI flow for this specific request 0.01625
g. Total actual and obligated flows to the facility CKIUO
h. Percent of permitted flow used !a, s . 11?
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)
(C)
(D)=(B+C)
(E)=(A-D)
Design
Obligated,
Pump
Average Daily
Approx.
Not Yet
Total Current
Station
Firm Flow"
Current Avg.
Tributary
Flow Plus
(Name or
Capacity, * (Firm ?' 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 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.
*** 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 04-16

III. Certification Statement:
I _Chris Doherty - Director 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 II
plus all attached planning assessment addendums for which I am the responsible party.
Signature of this form indicates acceptance of this wastewater flow.
Page 2 of 6
FTSE Q4-16

a
VICINITY MAP
WYTTO
<,-rzEE- r t-SUE - e-Kr9p

Michael F. Eoky, Gaveroar
North cuolina William G. Rau#r. Secretary
Depatlmene of fnrira4� and Nmrsl Resaurcet
Man W. Mimrl4 PE Direclar
Division of Weer ourtei
h
August 19, 2008
J. Bryce Mendenhall, Utilities Director
Franklin County Public Utilities
1630 US Highway 1
Youngsville, NC 27896
Subject: Franklin County Public Utilities WWrp
Permit No, NCO069311
Adjusted Dally Sewage Flow Design Rate
Franklin County
Dear Mr. Mendenhall.
On June 11, 2008, the Division of Water
adjustment to the daily sewage flow design hAtes.11 Thty is adjustment eWouldyapply urrequest all for an
County Public Utilities permitted but not yet tributary connections and all future tonne
tributary to this facility {with he exception of permits whose flows are Crib all Franklin
ons
systems of Franklinton and Youngsville} in accordance with 15A NCAC 02T.0114(0.allow
adjustment #0 250 gallons per daytributary to the collection
Raleigh Regional Office reviewed he information) residential
b was requested. TheOrvisioion
provided by your consultant to the Raleigh Regional Office dated .tune 6 ou and andt�u�e 27 2008.
In accordance with 1SA NCAC 02T .0114 2 the Raleigh Regional Office h 08
the submitted data and considered other actors including weather conditions as evaluated all
period of calendar year 2007, DMR monitoring data for this facility and an ants sis
reduction data for other facilities comparable to the Franklin Co during the data
system. Based on the data submitted, the Division hereby approves Franklin
flow
County Public Utilities for the collection system described ' only bWVfP and collection
pit es the use 79 Franthe
treatment plant described in Permit No. NCO069311, an adjusted' dailyWOageOdesi and the
rate of 2S0 gallons per day per single-family dwelling, effective immediately. This
reduction shall be applicable to existingflow
design flow
County collection system and all future erpmlts itsued wit to Frannot klin Counyet tributary to he Franklin
flow reduction SHALL NOT APPLY to sewer extension permits issued tots Public ribuita ". This
collection systems of the towns of Youngsville and Franklinton'In Franklin County.
tary to the
In granting this flow reduction, please be advised that the Division willy
outstanding permits made prior to this flow reduction request. if reissued permits are desired,
any
a permit modification request with the appropriate fee must be submitted for each permit to
so modified. Flow allocation and tracking files maintained by the Raleigh Regional Office
will
be updated for any flow being shown as not yet tributaryto the be
VV1/1!1•P N%opbg nal Office will
Caro inn
North Cuolina Division of Water o ""h;llJ
Internet za Qrraliq 1628MailService Center Ralcilh,NC27699-162S Phone i9
un ' Locatloa' 3t10D Harrcrr Dnvc i9 ) 791-420D
An Rakiih,NC 276D9 F2x (919}571a712 I.d77wa�c1
Equal ftortad IM11181m Acltn E d74'
�7K - 5D7G Rt!erdeylDg PI►sl Cansurtrr Paper

J, Bryce Mendenhall, Utilities Director
Franklin County Public Utilities
Page 2
Future sewer extension applications should be made using the reduced flow amounts stated t
above. All other aspects of the permitting process remain unchanged, and all applications
certified by the owner and engineer. Without regard to this or any otmust be In compliance with the statutes, rules, regulations and minimum design criteria as
her flow reduction either
requested or granted, at no time shalt 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 barrv.herzbera anncmail.net.
Sincerely,
S /J rG
for Coleeri H. Sullins, Director
Division of Water Quality
by S. Daniel Smith
Surface Water Quality Supervisor
Raleigh Regional Office
Cc: Franklin County Health Department
RRO SWP, SH
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

1�J
THE SPAULDING GROUP, PA
TRANSMITTAL
To: Jason Robinson
Raleigh Regional Office —
Water Quality Section
3800 Barrett Drive
Raleigh, NC 276og
Sending:
® Attached
❑ Shop Drawings
❑ Copy of Letter
❑ Total Quantity
planning - civil engineering
Date: 2-10-2021
Attention: Jason Robinson
Job Number: 6o1-05
Re: Cedar Crossing (Formerly Forest
City Subdivision) — Phase IV & V
Franklin County, NC
Fast -Track Application
❑ Under Separate Cover via:
❑ Prints ❑ Plans ❑ Other:
❑ Change Order ❑ Samples
❑ Reproducible ❑ Specification
Copies
Date
Description
2
2-10-2021
Cover Letter
2
2-10-2021
FTA 04-16 Fast -Track Application
1
-
$48o Application Fee
2
2-10-2o2i
FTSE 04-16 Flow Tracking/Acceptance Form
2
2-10-2021
8.5 x 11 USGS Map
2
2-10-2021
Street Level Map
2
8-19-2008
Flow Reduction Adjustment Letter
Transmitted for:
® Your use
❑ As Requested
❑ Review and Comment
Comments:
❑ Approved as Submitted
❑ Approved as Noted
❑ Returned for Corrections
❑ Copies for Approval
❑ Distribution Copies
❑ Corrected Prints
Please see enclosed Fast -Track submittal package for the subject project for your review and
approval. Please do not hesitate to me should you have any questions or need any
additional information.
Thank you -
Copy to:
Justin Rohde, PE
PHONE: [phone] • FAX. [phone] JONES FRANKLIN ROAD SUITE 10l •RALEIGH, NC 27606