WQ0041514_Application (FTSE)_20200226

State of North Carolina
Department of Environmental Quality
Division of Water Resources
DWR
15A NCAC 02T .0300 —FAST TRACK SEWER SYSTEM EXTENSION APPLICATION
Division of Water Resources FTA 04-16 & SUPPORTING DOCUMENTATION
Application Number: A 0 0 t (to becompteted by DWR)
q 4
All items must be completed 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 .I5A NCAC 02T .01R61bJ
Title: Director
4. Applicant's mailing address: 1630 US HWY I
City: YOUNGSVILLE State: NC Zip: 27596-�
5. Applicant's contact information:
Phone number: 919 556-6177 Email Address: cdohert,franklincountync.us
I1, PROJECT INFORMATION:
C
I. Project name: Hillcrest Subdivision - Phase 1 CY
U
2. Application/Project status: ® Proposed (New Permit) ❑ Existing Permit/Project C
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If a modification, provide the existing permit number: WQ00 and issued date: E N
r.
__.._
If new construction but part of a master plan, provide the existing permit number. WQ00 N
O
3. County where project is located: FRANKLIN w co
4. Approximate Coordinates (Decimal Degrees): Latitude: 36.043156� Longitude:-78.439487' a
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5. Parcel ID (if applicable): 006205 (Franklin County Parcel 1D) Q
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(or Parcel ID to closest downstream sewer) Z
III. CONSULTANT INFORMATION:
1. Professional Engineer: Tom Spaulding. PE License Number: 19375
Firm: The Spaulding Group, PA
Mailing address: 1611 Jones Franklin Road Suite 101
City: Raleigh State: NC Zip: 27606-
Phone number. (91g) 854-7990 Email Address: tom s auldin norris.com
W. WASTEWATER TREATMENT FACILITY (WWTF) INFORMATION:
1. Facility Name: FRANKLIN Co WWTP Permit Number: NCO06931 I
Owner Name: FRANKLIN CO PUBLIC UTILITIES
V. RECEIVING DOWNSTREAM SEWER INFORMATION (if different than %N WTF):
I. Permit Number(s): WQ0040545 Downstream (Receiving) Sewer Size: 8 inch
Swstem Wide Collection Swstem Permit Numbers {i_ f applicable): WQCS00179
Owner Name(s): FRANKLIN CO PUBLIC UTILITIES
FORM: FTA 04-16 Page I of 5

VI. GENERAL REQUIREMIENTS
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 Developer's Operational Aereement {FORM: DEVI been anached?
❑ Yes [:]No ®N/A
3. If the Applicant is a HomePror.erta Owners' Association. has an Operational Agreement (FORM:_HOAI 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 / preschool / day care ❑ Medical / dental / veterinary facilities ❑ Swimming Pool /Clubhouse
❑ Food and drink facilities ❑ Church
❑ offices /factories El Swunmmg Pool/Filter Back-washBusinesses /of
❑ Nursing Home ❑ Other (Explain in Attachment)
5. Nature of wastewater: 100 % Domestic/Commercial % Commercial
% Industrial (See 15A NCAC 02T .0I03(201)
�Is there a Pretreatment Program in effect? ❑ Yes ❑ No
6. Has a flow reduction been approved under 15A NCAC 02T .0I 14f fl? ® Yes ❑ No
➢ If yes, i3rovide a colpy of flow reduction a roval letter
7. Summarize wastewater generated by project:
Establishment Type (see 1122T.0I 14(f}]
Daily Design Flow a,b
No. of Units
Flow
SingIe-Family Residential Dwelling Unit
250 gal/day
50
12,500 GPD
gat/
GPD
gaU
GPD
gat/
GPD
gal/
GPD
gat/
GPD
Total
12,500 GPD
L/
L/
a See I5.A NUAC 02T .0I 14(b)_ Jd){f eX 11 and e{ 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 .0I 14(c), design flow rates for establishments not identified [in table 15A NCAC 02T.01 I41 shall be
determined using available flow data, water using fixtures, occupancy or operation patterns, and other measured data.
8. Wastewater generated by project: 12,500 GPD (per t 5A NCAC 02T .0114J VX
➢ 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) - ftjT.,QjL05 & MDC Grav t Sewe
1. Summarize gravity sewer to be permitted:
Size (inches) Length (feet) Material
8 1,975 PVC
8 2,372 DIP
34-7
D 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) -- (12T .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 capacty)
4. Operational point(s) of the pump(s): _. _ gallons per minute at feet total dynamic head (7'DH)
5. Summarize the force main to be permitted (for this Pump Station):
Size (inches) Length (feet) Material
6. Power reliability in accordance with 1 SA NCAC 02T ,0305(h)(1):
❑ 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-I6 page 3 of 5

IX. SETBACKS & SEPARATIONS -- (02B .0200 & I5A NCAC 02T .0305(0):
1. Does the project comply with all separations found in I SA NCAC 021' .0305�L1 & [ ® Yes ❑ No
➢ 15A NCAC 02T.0305(f) contains minimum separations that shall be provided for sewer 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
I0 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-1 waters of Class I or
Class II im ounded 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
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 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 rade vertical
36 inches
➢ 1.5A NCAC 02T.0305 contains alternatives where separations in 02T�f cannot be achieved.
? **Stream classifications can be identified using the Division's NC Surface Water Classifications webnaze
➢ If noncompliance with 02T.030aft2r h see Section X of this application
2. Does the project comply with separation requirements for wetlands? (50 feet of separation) ® Yes ❑ No ❑ NIA
➢ Seethe 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 I 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 Permittina Branch
5. Does project comply with I A NCAC 02T.0105fca6) (additional permits?certifications)? ® Yes ❑ No
Per 15A NCAC 02T.0105(c)(61, 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 NCA_C_02T.0407 "high -priority sewer" means "any aerial sewer, seiner 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 Slstem-Wide Collection permit.
FORM: FTA 04-16 Page 4 of 5

X. CERTIFICATIONS:
1. Does the submitted system comply with 15A N AC 02T, the Minimum Design Criteria for the Permitting of Pumps Stations
alifforce Mains (latest version), and the Gravi1y Sewer Minimum De i 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:
attest that this application for
(Professional Frig ineer's name from Application Item I1I.1.)
H-�LLL2�5� SU6flIvtSrcar�l— ��—f�-5� Z
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.
North Carolina Professional Engineer's seal, signature, and date:
3. Applicant's Certification per 15A NCAC 02T .0106(b):
I, ` t &It2 .
(Signature Authority's n e & title from Application Item 1.3.)
that this application for
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. 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 $25,000 per violation.
Si-natu I Date; 0�
FORM: FTA 04-16 Page 5 of

State of North Carolina
Department of Environmental Quality
Division of Water Resources
Division of Water Resources Flow Tracking/Acceptance for Sewer Extension Applications
(FTSE 04-16)
Entity Requesting AIlocation: Franklin Co Public Utilities
Project Name for which flow is being requested: Hillcrest Subdivision - Phase 1
More than one FTSE may be required for a single project if the owner of the lVfPTP 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
All flows are in MGD
c. WWTP facility's permitted flow 3.000
d. Estimated obligated flow not yet tributary to the WWTP t .3tA _
e. WWTP facility's actual avg. flow . ') L3
f. Total flow for this specific request 0.0125
g. Total actual and obligated flows to the facility 2.2is5
h. Percent of permitted flow used
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:
Pump
Station
(Name or
Number)
(A)
Design
Average Daily
Firm Flow**
Capacity, * (Firm!" pf),
MGD MGD
(B)
(C)
(D)=(B+C)
Obligated,
Approx.
Not Yet
Total Current
Current Avg.
Tributary
Flow Plus
Daily Flow,
Daily Flow,
Obligated
MGD
MGD
Flow
(E)=(A-D)
Available
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
Downstream Permit Number: NCO069311
Page 1 of 6
FTSF 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.
Date
Page 2 of 6
FTSG 04-16

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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, NCO069311
Adjusted Daily Sewage Flow Design Rate
Franklin County
Dear Mr. Mendenhall;
On June 11, 2008, the Division of Water Quality (Division) received your ues
adjustment to the daily sewage flow design rates. This adjustment would apply to all tfoan
County Public Utilities permitted but not ye# tributary connections and all future cormectio Franklin
tributary to this facility (with the exception of permits whose flows are tributary to the ca!leco s
systems of Franklinton and Youngsville} in accordance wrth 15A NCAC 02T .tot n
adjustment to 250 gallons per day per residential dwelling was requestonal Infvfmation
ed. e A flow
Raleigh Regional Office reviewed the information provided b
The 0i�rision s
Provided by your consultant to the Raleigh Regional Office dated June 26 ndou and �June 27 2008.
in accordance with 15A NCAC 02T .0114
the submitted data and considered other facto)rst including weather nditions d evaluated air
period of calendar year 2007, DMR monitoring data for this facilityand an ana6mis
n9 the data
reduction data for other facilities comparable to the Franklin Con °f flow
system. Based on the data submitted, the Division herebyapproves
�P and Franklin
County Public Utilities for the collection system described in ermit No. WQCS00179, BM he
treatment plant described in Permit No. NCO069311, an adjusted daily sewage desi n flow
rate of 250 gallons per day per single-family dwelling, effective Immediately. 9
reduction shall be applicable to existing permits with flows not yet tributary to ythe Franklin
County collection system and all future permits issued to Franklin County Public Utilities,
flow reduction SHALL NOT APPLY to se+iver extension This
collection systems of the towns of Youngsville and Franklinton -in Franklin Couor bibnty, utary to the
In granting this flow reduction, please be advised that the Division will not reissue
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 far each
so modified. Flow allocation and tracking files maintained by the Raleigh Regional O #O be
be updated for any flow being shown as not yet tributary to the WWrp g will
North Carolina Division orWaier
fnlgneC xn+l,.ntrti try 162EMaiisesrieeCenoer R&WfA,NC27M1U1 pbWa LoWtian 71ffi) BAMM od" Rakri&h. NC 276H (919) 791 �20D Shvirc
PJX (919)3714711
M � �ria�e At!!,n Ea�lple►- � � Post Cmur_J papa

J.13ryce Mendenhall, Utilities Director
Franklin County Public Utilities
Page 2
Future sewer extension applications should be made using the reduced flow amounts stated 1
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 cp�ria as
ithout regard to this or any other flow reduction either
certified by the owner and engineer. W
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 (919) 7914249, or by
electronic mail to barrv.herzberQ ncmail.net.
Sincerely,
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, BH
RRO, FCPU Files, NC0069311 & WQCS00179
Dan Blaisdell, PE, CG&L
Deborah Gore, PERCS Unit
Marie Doklovic, PE
Steams $ Whaler
3128 Highwoods Blvd, Suite 140
Raleigh, NC 27604

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THE SPAULDING GROUP, PA
Manning - civil engineering
February 26, 2020
Raleigh Regional Office — Water Quality Section
Jason Robinson
3800 Barrett Drive
Raleigh, NC 27609
RE: Hillcrest Subdivision —Phase I
Franklin County, NC
Fast -Track Application
Dear Mr. Robinson,
liC Dept of Environmental QUallty
FE62FMM
�a�cigll 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 Hillcrest Subdivision is located north of the intersection of Hill Road and Cedar Creek
Road 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 1,975 LF of 8" PVC and 2,372 LF of 8" DIP
extending off of an existing sanitary sewer main located adjacent to the site. The proposed sanitary
sewer main will be public. The construction of this sanitary sewer extension is projected to begin in
May 2020.
If you have any questions or need any additional information, please contact me at [phone].
Sincerely,
Justin Rohde, PE
The Spaulding Group, PA
Phone: [phone] • Fay [phone] * 1611 Jones Franklin Road Suite 101 ■ Rakigh, NC.27607

THE SPAULDING GROUP, PA
.Planning • civil engineering
February 26, 2020
Raleigh Regional Office — Water Quality Section
Jason Robinson
3800 Barrett Drive
Raleigh, NC 27609
RE: Hillcrest Subdivision — Phase 1
Franklin County, NC
Fast -Track Application
Dear Mr. Robinson,
NcDePtofEn�.
Ft'B ?S puarry
Rar�l�h z0?�
�eglolual
!�e
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 Hillcrest Subdivision is located north of the intersection of Hill Road and Cedar Creek
Road 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 1,975 LF of 8" PVC and 2,372 LF of 8" DIP
extending off of an existing sanitary sewer main located adjacent to the site. The proposed sanitary
sewer main will be public. The construction of this sanitary sewer extension is projected to begin in
May 2020.
If you have any questions or need any additional information, please contact me at [phone].
Sincerely,
Justin Rohde, PE
The Spaulding Group, PA
Phone [phone] ■ Fax• [phone].1611 ]ones Franklin Road Suite 101 * Raleigh, NC27607