WQ0040994_Application (FTSE)_20190703

State of North Carolina
4 DWR Department of Environmental Quality
Division of Water Resources
15A NCAC 02T.0300— FAST TRACK SEWER SYSTEM EXTENSION APPLICATION
Di�islon of Water Resources FTA 04-16 & SUPPORTING DOCUMENTATION
Application Number: ! 00 (to be completed by DWR)
All items must be completed or the apOication 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 ® StaterCounty ❑ Municipal ❑ Other
3. Signature authority's name: Chris Doherty per ISA NC_ C 02T ,0106(b]
Title: Director
>11
4. Applicant's mailing address: 1630 US HWY I
w
City: YOUNGSVILLE State: NC Zip: 27596
5. Applicant's contact information:
Phone number: [phone] Email Address: cdohe franklincoun nc.us N
11. PROJECT INFORMATION:
1. Project name: Woodlief Subdivision - Phase 1
2. Application/Project status: ® Proposed (New Permit) ❑ Existing Pennit/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
4. Approximate Coordinates (Decimal Degrees): Latitude: 36,0721860 Longitude:-78.5001820
5. Parcel ID (if applicable): 1844-65-6054
(or Parcel ID to closest downstream sewer)
Ill. CONSULTANT INFORMATION:
I. Professional Engineer: Tom Spaulding. PE License Number: 19375
Firm: The Spaulding Group, PA
Mailing address: 972 Trinity Road
City: Raleigh State: NC Zip: 27607-
Phone number: 919 854-7990 Email Address: tom _.snauldingnorris.com
IV. WASTEWATER TREATMENT FACILITY (WWTF) INFORMATION:
I. Facility Name: FRANKLIN Co WWTP Permit Number: NCO069311
Owner Name: FRANKLIN CO PUBLIC UTILITIES
V. RECEIVING DOWNSTREAM SEWER INFORMATION (if different than WWTF):
I. Permit Number(s): WQ0040345 Downstream (Receiving) Sewer Size: 8 inch
System Wide Collection System Permit Nurpber s)Of�a _licat Ue: WQCS00179
Owner Name(s): FRANKLIN CO PUBLIC UTILITIES
A
U
FORM: FTA 04-16 Page I of 5

VI. GENERAL REQUIREMENTS
L 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 Dcveio er's Operational A reement FORM: DEV 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, malls) ❑ Car Wash
❑ Residential Leased ❑ Retail with food preparationtservice ❑ Hotel and/or Motels
❑ School / preschool / day care ❑ MedicaI / dental / veterinary facilities ❑ Swimming Pool /Clubhouse
❑ Food and drink facilities ❑ Church
El Businesses /offices /factories Swimming Pool/Filter Backwash
❑ Nursing Home ❑ Other (Explain in Attachment)
5. Nature of wastewater: 1k0 % Domestic/Commercial % Commercial
% Industrial (See 15A NCAC 021- _010300))
4 Is there a Pretreatment Program in effect? ❑ Yes [:]No
6. Hasa flow reduction been approved under 15A NCAC 02T .01 14(f) ®Yes [:]No
D If Yes, provide a copy of flow reduction approval letter
7. Summarize wastewater generated by project:
Establishment Type (see 02T.0114[ft)
Daily Design Flow 0
No. of Units
Flow
Single -Family Residential Dwelling Unit
250 gal/day
50
12,500 GPD
gall
GPD
gay
GPD
gay
GPD
gay
GPD
gay
GPD
Total
12,500 GPD
a See 15A NCAC 02T .0114(b). d . (Of 0 and e ? 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 .0114(c), design flow rates for establishments not identified [in table 15A NCAC 021'.01141 shall be
determined using available flow data, water using fixtures, occupancy or operation patterns, and other measured data.
8. Wastewater generated by project: 22.500 GPD (per 15A NCAC 02T .0114
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 & Ifs DC (GrnX ty Setters):
I . Summarize gravity sewer to be permitted:
Size (inches)
Length (feet)
Material
8
4027
PVC
8
895
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 & 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 13 A NCAC 02T. 00�
❑ Standby power source or pump with automatic activation and telemetry - I5A NCAC 02T .0305(h)(l)(B)_
D 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 - BA NCAC 02T
.0305(h)(1)(C)
or
❑ Portable pumping unit with plugged emergency pump connection and telemetry - 15A NCAC 02T .0305(h)(I)(C):
D 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: PTA 04-16 Page 3 of 5

IX. SETBACKS & SEPARATIONS — (02B .0200 & ISA NCAC 02T .0305(f)):
1. Does the project comply with all separations found in 15A NCAC 02T.0�05(0 & ) ® Yes ❑ No
D 15A NCA(' 02T,0305 R contains alternatives where separations in 02T.0305(i cannot be achieved.
D *' Stream classifications can be identified using the Division's NC Surface Water Classifications tivehoa3e
D If noncompliance with 021'.0305(f) or (g), see Section X of this application
2. Does the project comply with separation requirements for wetlands? (50 feet ofseparation) ®Yes ❑ No ❑ NIA
D See the Division's draft separation requirements for situations where separation cannot be meet
D 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 15A NCAC 0213 .0200? ® Yes ❑ No ❑ NIA
D 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?
D Information can be obtained from the -41 & Buffer 1'emtittin�-, Branch
5. Does project comply with 15A NCAC 02T.0,1,05(c)(6) (additional permits/certifications)? ® Yes [:]No
Per 15A NCACC 02T.010S(c)& 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
D 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 15A NCAC 02T. the Minimum Design Criteria for the Per iuin oFPump Srat [Ong
and Force Mains latest version). and the Gravity Sewer k inimurn Desi W 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 of the reguest is re uired prior to submittal of the Fast Track Application and supporling documents.
2. Professional Engineer's Certification:
I, t- 1 �- attest that this application for
(Professional Engineer's name from Application Item III.1 _)
W oo$UF_fi 5 U3viw5ioA4 — rPt+A%r, I
has been reviewed y 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 1 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 143-215.6% 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: i " - GAR "`�`R:.
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XV
1$4rri11S\1��� .L
3. Applicant's Certification per 15A NCAC 02T .0106(b):
uyus v ®lam rZ r Y — L.) i l_E L' TDTL attest that this application for
(Signature Authority's name & title from Application item I.3.)
W00�LIr F S 013DLU ISIOM
has been reviewed y 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 143-215.6% 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 $10,00.as-rellas civil penalties up to $25,000 per violation.
FORM: FTA 04-16 Page 5 of

DU - -� , V, - 4 -Yk
State of North Carolina
Department of Environmental Quality
Division of Water Resources
Divlslon of water Resources Flow Tracking/Acceptance for Sewer Extension Applications
(FTSE 04-16)
Entity Requesting Allocation: Franklin Co Public Utilities
Project Name for which flow is being requested: Woodlief Subdivision - Phase 1
More than one FTSE maybe required far 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: Franklin Co WWTP
b. WWTP Facility Permit #: NCO069311
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
A11 flows are in MGD
3.000
1.251
0.875
0.0125
2.124
70.8%
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)
Design
Pump
Average Daily
Station
Firm Flow**
(Name or
Capacity, * (Firm / pf),
Number)
MOD MOD
0 L06 V - (A
(B)
(C)
(D)=(B+C) (E)=(A-D)
Obligated,
Approx.
Not Yet
Total Current
Current Avg.
Tributary
FIow Plus
Daily Flow,
Daily Flow,
Obligated Available
MOD
MOD
Flow Capacity***
0 0%W O -CVA5 a .a(tAr a
� • a0'L
C> o o.Dap o.tt° o . cz,
* The Firm Capacity of any pump station is defined as the maximum pumped now 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
Downstream Permit Number: NCO069311
Page 1 of 6
F'I'SL 04-I6

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
FTSC 04-16

=Q� WATF9
Qy Michael F. Feeler. G"eemx
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Re cma
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Qitns+anarY#rcrr
August 19. 2008
J. Bryce Mendenhall, Utilities Diiector
Franklin County Public Utilities
1630 US Highway 1
Youngsville, NC 27596
Subject: Franklin County Public UhWes WW7p
Permit No. NCO069311
Adjusted Daily Sewage Fkry Design Rate
Franklin County
Dear Mr. Mendenhall:
On June 11, 2008, the Division of Water Quality
adjustment to the daily set (Drvrsn) received your request for an
County Public U#rl'1€ties permitted not
d Th's �Nstment would apply to all Franklin
tributary to this facility (with theYet tnlu�Y darts and all future cam
CoRecr
systems of Franklinton and Y pefmPis lce V i are tributary to the
on
adjustment to 250 aflons �} in acirxrrdance w� 1SA NCAC 02T .011
Raleigh Regional Of ice tw d t ! d ig was regl ted. The ►WvWons
provided by Your consultant to pA&eh
�� " ed by Y� and additiarxal �1
e9 Df ice dated June 26 and June 27, 20os.
In accordance with 15A NCAC 02T .0114(f)(2), the RaWgh Reag
gional Otis has evafifed
period of calendar year 2007, DMR r conditions during tine data
reduction data for other facilities cx�rlaarable to the rr thisankFrn Wlity Coup and an anal, of f
on
system, Based on the data subrnbed, the p;n herd WVVI'P and
County Public Utilities for the colleriPe M2
' aApn the use by Fri
treatment plant described in system in
d"errril NoNo. WQCS00179, and fire
rate of 250 gallons d W. NCM69311. an adfusted daily sewage desk no.
reduction shall be applicable to e> to anmftsR dw+ell"rng' effective immediate! This County collection system and all futures permits flows not yet tn'buta y' Frankfin
tlaa'
Row reduction SHALL NOT APPLY ins issued to Frank i County Public Utz
tfes. This
collection systems of the Lawns of Yarng nextension
Fran tits issued to or tributary to the
�i In Franklin County,
In granting this now reduction, please be advised that the Division will not rein
outstanding permits made prior to this flow r,ed sue �Y
a permit modification request with the a action request. if reissued permits are desired,
so modified. Flow allocation and tra appropriate � must � suixtut� for each permit to be
be updated for any flow being shown ng files mainary t ct by he Raleigh Regional Ofiloe wrjl
9 own as not yet tnl'ufary Do the M11111i'P.
Nord, aria, a fmr� Yrrm+� of Wstu Quality 162� 1,rse7 Scrr� Craver lam tnrir.M%V%kffi.'g...-�. 27Q99�iClt Rilone{ylp�
r.OGui01L' 340 auk cilia Ita6rr t�►� I7J 9 '/%91 C Sesris
� c�rinsTl-�rrr 1•m,�

J. Bryce Mendenhall, Utilities Director
Franklin County Public Ut'filles
Page 2
Future sewer extension applications should be made using the reduce flow amounts stated l
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, Pkaw contact Barry Herzberg at (919) 7914249, or by
electronic mail to [e-mail].
Sincerely,
r
forColeeri H. Sullins, Director
Division of Water Quality
6y S. Daniel Smith
Surface 11Vater Quality Supervisor
Raleigh Regional office
Cc. Franklin County Health Department
RRQ SWP, BH
RRo, FCPU Files, NCO069311 & WOCS00179
Dan Bhal'sdell, PE, CCBL
Deborah Gore, PERCS Unit
Marie Doklovic, PE
Sams 8 Whaler
3128 Highwoods Blvd. Suite 140
Raleigh, NC 27604

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VICINITY MAP

1�!
THE SPAULDING GROUP,
planning - civil engineering
Transmittal
To: RaleighRegionalOffice - Water Quality
3800 Barrett Drive
Raleigh, NC 276og
Sending:
❑■
Attached
❑
Under Separate Cover via:
❑
Shop Drawings
❑
Prints
❑
Copy of Letter
❑
Change Order
❑
Total Quantity
❑
Reproducible
Arcbeptof�
h pro00ent�l
JUz %3 Qtr$liti,
�eigh 1419
Reb'i°nal
Oft"ce
Date: 7/3/2019
Attention: Jason Robinson
SN Job #: 864-�7
Re: Woodlief S/D - Phase i
❑ Plans
❑ Samples
❑ Specification
Copies
Date
Description
2
7-3-2019
Cover Letter
2
6-24-20ig
FTA 04-16 Fast Track Sewer Application
2
6-28-2019
FTSE 04-16 Flow Tracking
2
6-24-2019
8xii USGS
2
6-24-2019
8xii Street Level Vicinity Map
2
8-19-2008
Copy of Flow Reduction Approval Letter
1
7-3-2019
Check #10134 in the amount of $480.00
Transmitted for:
❑■ Your use
❑ As Requested
❑ Review and Comment
Comments:
Jason,
Please see enclosed.
Thanks -
Copy to:
❑ Approved as Submitted
❑ Approved as Noted
❑ Returned for Corrections
❑ Copies for Approval
❑ Distribution Copies
❑ Corrected Prints
Fro . Justin Rohde, PE
Phone: [phone] a Fay [phone] ■ 1611 joner Franklin Road Suite 101 * Raleigh, NC 27607

THE SPAULDWG
GROUP, PA
planning • civil engineering
July 3, 2019
Raleigh Regional Office -- Water Quality Section
Jason Robinson
3800 Barrett Drive
Raleigh, NC 27609
RE: Woodlief Subdivision — Phase 1
Franklin County, NC
Fast -Track Application
Dear Mr. Robinson,
NC Dept of Environmental Quality
JUL - 3 2019
Raleigh Regional Office
Please see enclosed two (2) sets of Fast -Track Applications (FTA 04-16) and an accompanying review
fee check of $480.00 for the subject project for your review and approval.
The proposed Woodlief Subdivision is located south of the intersection of Long View Dr. and Long
Mill Rd. in Franklin County, NC. We are seeking a permit to install a public sanitary sewer extension
to serve fifty (50) proposed single-family residences as part of Phase 1.
The proposed sanitary sewer extension consists of 4,027 LF of 8" PVC and 895 LF of 8" DIP
extending off of an existing sanitary sewer manhole located at the property line. The proposed
sanitary sewer main will be public. The construction of this sanitary sewer extension is projected to
begin in September 2019.
If you have any questions or need any additional information, please contact me at [phone].
Sincerely,
Justin Rohde, PE
The Spaulding Group, PA
Pbonc [phone] + Fax• [phone].1611 Jones Franklin Road Suite 101 • Raleigh, NC27607