WQ0040609_Application (FTSE)_20181221

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: V /) fO b qd (to be completed by DWR)
All items must be completed or the application will be returned
I. APPLICANT INFORMATION:
I. 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 NC AC_02T .0106(b)
Title: Director
4. Applicant's mailing address: 1630 US HWY I
City: YOUNGSVILLE State: NC Zip: 27596-
5. Applicant's contact information:
(Y 44i
19 55
Phone number: 96-6177 Email Address: cdoherty(ir.franklincountvnc.us
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11. PROJECT INFORMATION:
a •�"
I. Project name: Whispering Pines -Subdivision -„Phase 3
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2. Applicationi Project status: ® Proposed (New Permit) ❑ Existing Permit/Project
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If a modification, provide the existing permit number: WQ00_. and issued date:
4" a�
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If new construction but part of master plan, provide the existing permit number: WQ00
�+
3. County where project is located: FRANKLIN
4. Approximate Coordinates (Decimal Degrees): Latitude: 36.0799 Longitude:-78.4436:,
5. Parcel ID (if applicable): 1864-28-7058
(or Parcel ID to closest downstream sewer)
III. CONSULTANT INFORMATION:
I. Professional Engineer: Tom Spaulding, PE License Number: 19375
Firm: Spaulding and Norris, PA
Mailing address: 972 Trinity Road
City: Raleish State: NC Zip: 27607-
Phone number: 9( D 854-7990 Email Address: tam _,spauldingnorris.com
IV. WASTEWATER TREATMENT FACILITY (WWTF) INFORMATION:
I. Facility Name: FRANKLIN Co WWTP Permit Number: NCO06931 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
System Wide Collection Symem Permit Numbers) (if applicable ]: WQCS00179
Owner Name(s): FRANKLIN CO PUBLIC UTILITIES
FORM: FTA04-16 Page I of

Y' Vl. GENERAL REQUIREMENTS
a 1. If the Applicant is a Privately -Owned Public Utility, has a Certificate of Public Convenience and Necessity been attached?
0
❑ Yes [:]No ON A
2. If the Applicant is a Developer of lots to be sold, has a I?eveloper's Operational Agreement(FORM, DEVI been attached?
❑ Yes ❑No ®N;'A
3. If the Applicant is a 11ome:ProperLy 0w❑ers' Association, has an Operati❑n:3.I.A43reement (FORM: HjDA) been attached?
❑ Yes ❑No ®N::A
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 l preschool i day care ❑ Medical i 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: 100 % Domestic.'Commercial _% Commercial
°}oIndustrial(See 15ANCAC 02_T.010;1Z07)
�Is there a Pretreatment Program in effect? ❑ Yes [:]No
6. Hasa flow reduction been approved under 15A NCAC 02T ,01 14c f)? ®Yes ❑ No
z If yes, provide a copy of flow reduction aporoval letter
7. Summarize wastewater generated by project:
Establishment Type (see 02T.011.4{#1]
Daily Design Flow °.5
No, of Units
Flow
Single -Family Residential Dwelling Unit
250 gal/day
50
12,500 GPD
gal/
GPD
gal/
GPD
gal/
GPD
gal/
GPD
gall
GAD
Total
12,500 GPD
4/
v/
a See 15AN1x AC 0?T .0i 14(b),td}, r l) and (eW2) 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. 42A4).
b Per 15A NCAC 02T .0I 14(c), design Flow rates for establishments not identified [in table 15A NCAC 02T.01 141 shall be
determined using available flow data, water using fixtures, occupancy or operation patterns, and other measured data.
Wastewater generated by project: 12,500 GPD (per 15A NCAC 02T 0.1 14) 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 04-16 Page 2 of 5

VI1. GRAVITY SEWER DESIGN CRITERIA (If Applicable) - 02T .0305 & 1IDC J(;ravitL$ewers
I. Summarize gravity sewer to be permitted:
Size (inches)
Length (feet)
Material
8
1227
PVC
8
117
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
VI l 1. PUMP STATION DESIGN CRITERIA (If Applicable) — 02T .0305 & MDC (Pump Stations/Force Mains):
COMPLETE FOR EACH PUMP STATION INCLUDED IN THIS PROJECT
I . 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 I5A NCAC 02T .0305{hi l l:
❑ 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)(I)(C)
or
❑ Portable pumping unit with plugged emergency pump connection and telemetry - 15A NCAC 02T .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.
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 oF5

IBC. SETBACKS & SEPARATIONS - (02B .0200 & 15A NCAC 02T .0305(i)):
1. Does the project comply with all separations found in I SA CAC 02T .0 5 & ® Yes [-]No
15A NCAC 02T.0305(fl contains minimum separations that shall be provided for sever systems:
Setback Parameter*
Separation 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 sever
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 11 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
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
10 feet
Final earth grade (vertical)
36 inches
I SA NCAC 02T.0305(a) contains alternatives where separations in 02T.0305(f1 cannot be achieved.
**Stream classifications can be identified using the Division's NC Surface Water Classifications webnace
If noncompliance with 02T.0305(f) or e), 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
i As built documents should reference the location of areas effected
3. Does the project comply with setbacks found in the river basin rules per .15A NCAC 02B .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 & Buffer Permittine Branch
5. Does project comply with jJA NCAC 02T.0105(c)(0 (additional permits -:certifications)? ® Yes ❑ No
Per 15A NCA 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, 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.
El Yes ®No ❑NA
:- 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 permitteeor 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:
100 I. Does the submitted system comply with ]5A NCAC 02T, the Minimuni Design Criteria for the Permitting of Pump -Stations
and Force Mains [latest.vL rsipn), and the Gravity Sewer Minimum Design Criteria (latest version) as applicable?
® Yes ❑ No
If No, complete and submit the Variance'Altemative Design Request application (VADC 10-14) and supporting documents for
review. Approval or the request is required prior to submittal of the Fast Track Application and sunporting documents.
2. Professional Engineer's Certification:
I, 1 2 en , S2frV L_DI rt! Cst , �� „ _ attest that this application for
(Professional Engineer's name from Application Item 111.1.)
W RI SP'Ee_ta& P/Na S 5USDIUISION -- ?�-PvSi= �
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 I43-215.613, 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:
3. Applicant's Certification per 15A NCAC 02T .0106(b):
Im
r--........ _..... .......... _....... _._...... ... ..............
��,`%��\115141111di1fJff/�llf/�.� -
C •(Y� GA{, J�
I - gAt �
19375
that this application for
(Signature Authority's name & title from Application Item 1.3.)
WR(SPE2rti(Cn PINES 5U8DfV1510((-- (?1+10r-SOS3
has been reviewed by me and is accurate and complete to the best of my knowledge. I understand that if all required parts of
this application are not completed and that if all required supporting documentation and attachments are not included, this
application package is subject to being returned as incomplete. 1 understand that any discharge of wastewater from this non -
discharge system to surface waters or the land will result in an immediate enforcement action that may include civil penalties,
injunctive relief, and/or criminal prosecution. I will make no claim against the Division of Water Resources should a condition
of this permit be violated. I also understand that if all required parts of this application package are not completed and that if
all required supporting information and attachments are not included, this application package will be returned to me as
incomplete,
NOTE — In accordance with General Statutes 143-215.6A and 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 $10,0gk4ar�ns. ivil penalties up to $25,000 per violation.
Doe'. —t 4
FTA 04-16 Page 5 of 5

Division of Water Resources
Entity Requesting AIlocation:
State of North Carolina
Department of Environmental Quality
Division of Water Resources
Flow Tracking/Acceptance for Sewer Extension Applications
(FTSE 04-16)
Franklin Co Public Utilities
Project Name for which flow is being requested: Whispering Pines Subdivision - Phase 3
More than one FTSE may be required far a single project f the on-ner of the INVTP 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: Franklin Co WWTP
b. WWTP Facility Permit #: 0069311
ej
Al! f lows are in MGD
j
c. WWTP facility's permitted flow 3.0
00
d. Estimated obligated flow not yet tributary to the WWTP 1.11640
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o
e. WWTP facility's actual avg. flow 0.89786 °
�,
°10
f. Total flow for this specific request 0.0125 _.��
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g. Total actual and obligated flows to the facility 2.03051 0
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h. Percent of permitted flow used 67.6% a.
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I1. Complete this section for each pump station you are responsible for along the route of th
proposed wastewater flow.
List pump stations located between the project connection point and the WWTP:
(A)
Design
Pump
Average Daily
Station
Firm Flow**
(Name or
Capacity, * (Firm i pf),
Number)
MGD MGD
(B)
(C)
(D)=(B+C) (E)=(A-D)
Obligated,
Approx.
Not Yet
Total Current
Current Avg.
Tributary
Flow Plus
Daily Flow,
Daily Flow,
Obligated Available
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 1 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
CTS C 04-16

°� WATER
Q� Miekel F. Euky. Governor
Halh : W01isen 0, Rau 1r.. 5eere1W
DeP rtmeruorEnviraamsnt end Kftrrl Resourar
Alin W. Klimc k• P.E. Oireetor
D;vilw of wsterQuliry
August 19, 2008
J. Bryce Mendenhall, Utilities Director NC Dept of Environmental Quality
Franklin County Public Utilities
1630 US Highway I
Youngsville, NC 2769a DEC 21 7018
Subject: Franklin County Public Utilities WW p Raleigh Regional Office
Permit No. NCO069311
Adjusted Dally Sewage Flow Design Rate
Franklin County
Dear Mr. Mendenhall:
On June 11, 2008, the Division of Water Quality (Division) received our
adjustment to the daily sewage flow design Wes. This adjustment would apply to an
County Public Utilities permitted but not yet tributary connection Y request for an
tributary to this facility (with the exception of Hermits whose flows are P Y Franklin
s and all future connections
systems of Franklinton and Youngsville) in accordance with 15A NCAC 02T .01 th q
tnbutary to the collection
adjustment to 260 gallons per day per residential dwelling was (0 flow
Raleigh Regional Office reviewed the information provided b requested. The Division's
Provided by your consultant to the Raleigh Regional Office dated June 6 andltl I I �atiorl
In accordance with 16A NCAC 02T .0114 2 the Raleigh Re Tonal , 2008.
the submitted data and considered other factors Including Mather eond�i has evaluated all
Period of calendar year 20D7, DMR monitoring data for this Wlity and an ritions ing
n9 rite data
reduction data for other facilities comparable to the Franklin Coup of flow
system. Based on the data submitted, the Division herebya v �P and °° lion
County Public Utilities for the collections stem de Pprovas the use by Franklin
treatment plant described In Permit No. system
d Perna
ed No. WOCS00179, slid the
rate Of 260 gallons per day per single-family dwelling, effectiv eimm diatel . ily sewage design flow
reduction shall be applicable to existing Y his flow
County collection system and all future permits Issued to Franklin ows not yet tributary
Public flow reduction SHALL NOT APPLY to sewer extension permits ry to the Franklin
collection systems of the towns of Youngsville and Frankit is
to or tnbuttary t the
ton In Franklin County.
In granting this flow reduction, please be advised that the Divislon will not
Outstanding Permits made prior to this flow reduction request. If reissued permits aredesired,any
a permit modification request with the appropriate fee must be submitted for each permit
SO modified. Flow allocation and tracking files maintained by the Rai desired,
be updated for any flow being shown as not yet tribute to the eigh Regional office wiij
tributary W�VFP.
GmJ)raa
Nash CuW1M Division orWeter nullity 162>I M '
MtuneC uiServlteiMD 84kisklIC2709-1629 Fdone(4i9)79i
�200
t.ocartaa: �a04 BUMDrier
iWrAHC27609 Pm (4i9)$71.'711 I &MCC
An al%PW4R*Wi%0tat,EN+plbw-Sn(tK7dte7fOS6p@14Con$WWpapa

J. 6ryce Mendenhall, Utilities Director
Franklin County Public Utilities
Page 2
Future sewer extension applications should be made using the reduced fidw amounts stated l
mast be in compliance with the statutes, rules,
above. All other aspects of the permitting process remain unchanged, and all applications
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 adjustmen#
require any addition,l information, please to the daily sewage Row design rates, or electronic mail to br .herzb r ncm ll.n contact Barry Herzberg at [phone], or by
t.
Sincerely,
for Coleen 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, BH
RRO, FCPU Files, NCO069311 & WQCS00179
Dan Blaisdell, PE, CG&L
Deborah Gore, PERCS Unit
Marie Doklovic, PE
Steams & Wheler
3128 Highwoods Blvd, Suite 140
Raleigh, NC 27604

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SPAULDING & NORRIS _ PAAr __
Planning •Civil Engineering
NC Dept Of -Environmental Quality
TRANSMITTAL DEC 2 r 2018
Date: 12/20/2018 Raleigh Regional office
To: Jason Robinson Attention: Jason Robinson
Raleigh Regional Office — Job Number: 536-04
Water Quality Section Re: Whispering Pines — Phase 3
3800 Barrett Drive
Raleigh, NC 276og Franklin County, NC
Fast -Track Application
Sending:
®
Attached
❑ Under Separate Cover via:
❑
Shop Drawings
❑ Prints ❑ Plans
❑ Other:
❑
Copy of Letter
❑ Change Order ❑ Samples
❑
Total Quantity
❑ Reproducible ElSpecification
n
ty
Copies Date
Description
•-•
ro
•o
o
1 11/29/2018
Cover Letter
2 11/29/2o18
FTA 04-16 Fast -Track Application
co
o
1
$48o Application Fee
2 11/29/2o18
FTSE 04-i6 Flow Tracking/Acceptance Form '— a
2 11/29/2018
8.5 x 11 USGS Map
2 11/29/2o18
Street Level MapCD
_,
Transmitted for:
®
Your use
❑ Approved as Submitted ❑
Copies for Approval
❑
As Requested
❑ Approved as Noted ❑
Distribution Copies
❑
Review and Comment
❑ Returned for Corrections ❑
Corrected Prints
Comments:
Please see enclosed.
Copy to:
— ��7210
JUStl ohde, PE
Phone: [phone] • Fax. [phone] • 972 Trinity Road • Raleigh. North Carolina 27607

SPAULDING & NORRIS PA
Planning - Civil Engineering
December 20, 2018
Raleigh Regional Office — Water Quality Section
czi
Jason Robinson
3800 Barrett Drive
a ''
d �,
rn
Raleigh, NC 27609
G
Uo.
IV
RE: Whispering Pines Subdivision — Phase 3
PO S
Franklin County, NC
0
co
Fast -Track Application
n
tv
in
r
Dear Mr. Robinson, 12
Please see enclosed two (2) sets of Fast -Track Applications (FTA 10-14) and an accompanying review
fee check of $480.00 for the subject project for your review and approval.
The proposed Whispering Pines Subdivision is located north of the intersection of Cedar Creek Road
and Lane Store Road in Franklin County, NC. Phase 3 of Whispering Pines includes the construction
of 50 single-family homes with a sanitary sewer flow of 12,500 gpd. Phase 3 residences will be
served by 1,344 LF of proposed 8" sanitary sewer main extending from the end of a sanitary sewer
main installed during Phase 1. The proposed 8" sanitary sewer lines will be public. The construction
of Phase 3 is projected to begin in the summer of 2019.
If you have any questions or need any additional information, please contact me at [phone].
Sincerely,
ME
Justin Rohde, PE
Spaulding & Norris, PA
Phone: [phone] a Fax: [phone] • 972 Trinity Road 9 Raleigh, North Carolina 27607