WQ0040618_Application (FTSE)_20181221

State of North Carolina
Department of Environmental Quality
j, Division of Water Resources
I5A NCAC 02T .0300 - FAST TRACK SEWER SYSTEM EXTENSION APPLICATION
Division of Water Resources FTA 04-I6 & SUPPORTING DOCUMENTATION
Application Number: V4 0hal}J1 'b (to be completed by DWR)
All items must be completed or the application will be returned
I. 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 1_5A_NCAC 021' .0106tb1
Title: Director
4. Applicant's mailing address: 1630 US HWY l
City: YOUNGSVILLE State: NC Zip: 27596-.
5. Applicant's contact information:
Phone number: (91) 556-6177 Email Address: cdohe .franklincoun nc.us
I1. PROJECT INFORMATION:
l . Project name: Whisnering_Pines Subdivision - Phase 2
2. ApplicationlProject status: ® Proposed (New Permit) ❑ Existing Permit/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: 36.0805 Longitude:-78.4454`
5. Parcel ID (if applicable): 1864-28-7058
(or Parcel ID to closest downstream sewer)
III. CONSULTANT INFORMATION:
1. Professional Engineer: Tom Spaulding, PE License Number: 19375
Firm: Spaulding and Norris, PA
Mailing address: 972 Trinity, Road
City: Raleigh State: NC Zip: 27607-_
Phone number: (99 85477990 Email Address: tom _spauldingnorris.com
IV. 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 WWTF):
1. Permit Number(s): WQ22020mod Downstream (Receiving) Sewer Size: 8 inch
Ustem Wide Collection System Permit .Numberts) of a(if a licablet: WQCS00179
Owner Name(s): FRANKLIN CO PUBLIC UTILITIES
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FORM: FTA04-16 Page I of

Vl. 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 Operational Agreement iFORM: DEV1 been attached?
❑ Yes []No ®NIA
3. If the Applicant is a Home'Pror.eenv Owners' Association, has an Operational Agreement (FORM: H01 I 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 ❑ Swimming Pool/Filter Backwash
❑ Businesses / offices / factories ❑ Nursing Home ❑ Other (Explain in Attachment)
5. Nature of wastewater: 100 % Domestic/Commercial % Commercial
% Industrial (See 15A NCAC 02T _0103(29))
�Is there a Pretreatment Program in effect? ❑ Yes ❑ No
6. Has a flow reduction been approved under 15A NCAC 02T .0114 t ? ® Yes ❑ No
r If ves._provide a cony of flow reduction approval letter
7. Summarize wastewater generated by project:
Establishment Type (see 021.01 IA[ft)
Daily Design Flow' b
No. of Units
Flow
Single -Family Residential Dwelling Unit
250 gal/day
40
10,000 GPD
gall
GPD
gall
GPD
gall
GPD
gall
GPD
gal/
GPD
Total
10,000 GPD
3
a See I3A NCAC 02T .01 14( fe){ 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 oreast 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 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: 10,000 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 Iine
❑ 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

VII. GRAVITY SEWER DESIGN CRITERIA (If Applicable) - 02T. Qjff & MDC (Gravity Sewers):
1. Summarize gravity sewer to be permitted:
Size (inches) Length (feet) Material
8 1297 PVC
rr1.A�'
Z 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
VII1. PUMP STATION DESIGN CRITERIA (If Applicable) -.02T A305 & 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) I Length (feet) I Material
6. Power reliability in accordance with 15A.NCAC 02T,0305(h){11:
❑ Standby power source or pump with automatic activation and telemetry - 15A NCAC 02T .0305(h)(1)(I3)_
i Required for all pump stations with an average daily flow greater than or equal to I5,000 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.
i 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 of 5

IX. SET13ACKS & SEPARATIONS — (02B .0200 & 15A NCAC 02T .0305(i)):
1. Does the project comply with all separations found in 15A NCAC 0. 2T x03050) A I' _ ® Yes ❑ No
➢ 15A NCAC 02T.0305(fl contains minimum separations that shall he nrnvirteri for sewer cvctemc-
Setback Parameter's
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 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 1 or
Class lI impounded reservoirs used as a source of drinking water
I00 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 grade vertical
36 inches
➢ ISA NCAC 02T.0305[0 contains alternatives where separations in 02T.0305(r cannot be achieved.
➢ "Stream classifications can be identified using the Division's '�C Surface Water Classifications web ace
➢ If noncompliance with 02T.0305tf) or {3), 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
➢ As built documents should reference the location of areas effected
3. Does the project comply with setbacks found in the river basin rules per I5A NCAC, 02B .0200? ® Yes ❑ No ❑ NrA
➢ This would include Trout Buffered Streams per L5A 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 Vermittin; Branch
5. Does project comply with 15A NCAC 02T.0105f cWo) (additional permits?certifications)? ® Yes ❑ No
Per 15A NCAC 02T.0105 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 ISA NCAC 02T.0402, "high -priority sewer' means "any aerial sewer, sevver 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 onceevery six -months and inspections
documented per I5A NCAC 02T.0403(a)(5) or the permitee's individual S3-stem-Wide Collection permit.
FORM: FTA 04-16 Page 4 of 5

X. CERTIFICATIONS:
1. Does the submitted system comply with 15A NCA_-C 02T, the Minimum Dcsi }n Criteria for the Permitting of I'ump Stations
and Force Mains (latest version), and the Grnvi�y Sewer Minimum Design C riteria-Clatest 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 request is required prior to submittal of the Fast Track Application and supporting documents
2. Professional Engineer's Certification:
S S, SPPrUC.D/ACT. PF--
attest that this application for
(Professional Engineer's name from Application Item 1I1.1.)
WWWEUI kG, ?WES SL)WlV(S(0N _ PI -EASE 2—
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 143-2I5.6A 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:
`2 O�SS/0y!7''.�
SEAL
s {{ 7 5 _c
QN
.:!(l17f1}Ititt ..........................
3. Applicant's Certification per 15A NCAC 02T .0106(b): jZ — 2-0 —10
C21 S I1r rZ i `(�(2kG1 a 1� attest that this application for
(Signature Authority's name & title from Application Item 1.3.)
lti1H ISPE�I�,% 'PINES SU13DlVl.S10N— t�I�/�Sr 2-
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 143-2I5.6A 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.
Date, t 4:5 5
FORM: FTA 04-16 Page 5 of 5

State of North Carolina
Department of Environmental Quality
DWR Division of Water Resources
Division 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: Whispering Pines Subdivision - Phase 2
More than one FTSE may be required far a single project if the o►vner of the WWTP is not responsible for all pump
stations along the route of the proposed wasteirater 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
All flows are in MGD o,
c. WWTP facility's permitted flow 3.0
d. Estimated obligated flow not yet tributary to the WWTP 1.11640 4
e. WWTP facility's actual avg. flow 0.89786
f. Total flow for this specific request 0.01 ; C.►
g. Total actual and obligated flows to the facility 2.03051 w 1, W
h. Percent of permitted flow used 67.6%
0
II. 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) (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 i po, 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
cn
C4
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
FTS E 04-16

PLANNING ASSESSMENT ADDENDUM (PAA)
Submit a planning assessment addendum for each pump station listed in Section II where Available
Capacity is < 0.
Pump Station (Name or Number):
Given that:
a. The proportion and amount of Obligated, Not Yet Tributary Daily Flow (C) accounts for
% and MGD of the Available Capacity (E) in Pump Station
; and that
b. The rate of activation of this obligated, not yet tributary capacity is currently approximately
MGD per year; and that
c. A funded Capital Project that will provide the required planned capacity, namely
is in design or under construction with
planned completion in ; and/or
d. The following applies:
Therefore:
Given reasonably expected conditions and planning information, there is sufficient justification
to allow this flow to be permitted, without a significant likelihood of over -allocating capacity in
the system infrastructure.
I understand that this does not relieve the collection system owner from complying with G.S.
143-215.67(a) which prohibits the introduction of any waste in excess of the capacity of the
waste disposal system.
Signing Official Signature
Date
Page 3 of 6
FTSE 04-16

Instructions for Plow Tracking/Acceptance form (FTSE) and Planning Assessment Addendum (PAA)
Section I
a. WWTP Facility Name: Enter the name of the WWTP that will receive the wastewater flow.
b. WWTP Facility Permit 4: Enter the NPDES or Non -Discharge number for the WWTP receiving the
wastewater flow.
c. WWTP facility's permitted flow, MGD: From WWTP owner's NPDES or Non -Discharge permit.
d. Estimated obligated flow not yet tributary to the WWTP, MGD: This includes flows allocated to
other construction projects not yet contributing flow to the collection system. Flows allocated through
interlocal agreements or other contracts not yet contributing flow to the collection system are also
included. For POTWs that implement a pretreatment program, include flows allocated to industrial
users who may not be using all of their flow allocation. Please contact your Pretreatment Coordinator
for information on industrial flow tributary to your WWTP.
As of January 15, 2008 the POTW should have reviewed flow allocations made over the last two
years and reconciled their flow records, to the best of their ability, so it is known how much flow has
been obligated and is not yet been made tributary to the WWTP, in accordance with local policies and
procedures employed by the reporting entity.
e. WWTP facility's actual ava. flow, MGD: Previous 12 month average.
f. Total flow for this specific request, MGD: Enter the requested flow volume.
g. Total actual and obligated flows to the &d[ijy, MGD Equals [d + e + fJ
h. Percent of permitted flow used: Equals [(g I c)* 100]
For example:
On January 15 a POTW with a permitted flow of 6.0 MGD, reported to the Regional Office that there
is 0.5 MGD of flow that is obligated but not yet tributary. The annual average flow for 2007 is 2.7
MGD. There is a proposed flow expansion of 0.0 15 MGD.
The first Form FTSE submitted after January 15, 2008 may have numbers Iike this:
c. = 6.0 MGD
d. = 0.5 MGD
e. = 2.7 MGD
f. = 0.015 MGD
g. = 3.215 MGD
h. = 53.6 %
The next Form FTSE may be updated like this with a proposed flow expansion of 0.102 MGD:
c. = 6.0 MGD
d. — 0.515 MGD
e. = 2.73 MGD
f. = 0.102 MGD
g. = 3.349 MGD
h.-55.8%
Each subsequent FTSE form will be updated in the same manner.
Page 4of6
FTSE 04-16

Section Q
List the pump station name or number and approximate pump station firm capacity, approximate design
average daily flow (A) approximate current average daily flow (B), and the obligated, not yet tributary
flow through the pump station (C) for each pump station that will be impacted by the proposed sewer
extension project. Calculate the total current flow plus obligated flow (D=B+C) and the available
capacity (E- A-D). Include the proposed flow for this project with other obligated flows that have been
approved for the pump station but are not yet tributary (C).
Firm capacity is the maximum pumped flow that can be achieved with the largest pump out of service as
per the Minimum Design Criteria.
Design Average Daily Flow is the firm capacity of the pump station divided by a peaking factor (pf) of
not less than 2.5.
If the available capacity (E) for any pump station is < 0, then prepare a planning assessment for that pump
station if the system has future specific plans related to capacity that should be considered in the
permitting process.
(A)
(13)
(C)
(D)=(13+C)
(E)=(A-D)
Obligated,
Design
Approx.
Not Yet
Total Current
Firm
Average
Current Avg.
Tributary
Flow Plus
Pump Station
Capacity
Daily Flow
Daily Flow,
Daily Flow,
Obligated
Available
(Name or Number)
MGD
(Firm / pf)
MGD
MGD
Flow
Capacity*
Kaw Creek PS
0.800
0.320
0.252
0.080
0.332
-0.012
Valley Road PS
1.895
0.758
0.472
0.135
0.607
0.151
Page 5 of 6
I+TSE 04-16

Plannine Assessment Addendum Instructions
Submit a planning assessment addendum for each pump station listed in Section II where available
capacity is < 0.
A planning assessment for Kaw Creek PS (see example data above) may be performed to evaluate
whether there is significant likelihood that needed improvements or reductions in obligated flows will be
in place prior to activating the flows from the proposed sewer extension project.
If the system decides to accept the flow based on a planning assessment addendum, it is responsible to
manage the flow without capacity related sanitary overflows and must take all steps necessary to
complete the project or control the rate of flow to prevent sanitary sewer overflows.
The planning assessment may identify a funded project currently in design or construction, or a planned
project in the future not yet funded but in a formal plan adopted by the system. The system should
carefully weigh the certainty of successful timely project completion for any expansion, flow
management diversion or infiltration and inflow elimination projects that are the foundation of a planned
solution to capacity tracking and acceptance compliance.
For example:
Given that:
a. The proportion and amount of obligated, not yet tributary flow accounts for 24 % and 0.080
MGD of the committed flow in Pump Station Kaw Creek; and that
b. The rate of activation of this obligated, not yet tributary capacity is currently approximately 0.01
MGD per year; and that
c. A funded capital project that will provide the required planned capacity, namely
is in design or under construction with
planned completion in ; and/or
d. The following applies:
The master plan and ten year capital plan contain recommended stove and funding for a capital project
entitled Kaw Creek Pump Station upgrade with funding Tanned in July 2014. This project is i2lanned to
add 0.100 MGD to the firm cal2aci1y of the pump station by October 2015. Inclusion of this proposed
capital project as a condition of this Flow Track in Acce tance for Sewer Extension Permit Application
elevates this ro'ect's priori -for funding and construction to be implemented ahead of the activation of
obligated, not vet tributary flows in amounts that exceed the firm pump station capacities identified in
Section 11 above.
Therefore:
Given reasonably expected conditions and planning information, there is sufficient justification to allow
this flow to be permitted, without a significant likelihood of over -allocating capacity in the system
infrastructure.
Page 6 of 6
FTSE 04-16

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August 19. 2008
J. Bryce Mendenhall, Utilities Director
.Franklin County Public Utilities
1630 US Highway 1 NC Dept of Environmental Quality
Youngsville, NC 27596
Subject; Franklin County Public Utilities VVVVTp DEC 21 2018
Permit No. NC0069311 -
Adjusted Daily Sewage Flow Design Rate Raleigh Regional Office
Franklin County
Dear Mr. Mendenhall:
On June 11, 2008, the Division of Water Quality (Division) received Your adjustment to the daily sewage flow design rates. This adjustment would apply to a
County Public Utilities Permitted but not yet tribufa Y r request for an
tributary to this facility (with the exception of permits whose flows are PP Y ff Franklin
ry connections and a!1 future connections
systems of Franklinton and Youngsville) in accordance with 15A NCAC 02T .0114(o.
adjustment to 250 gallons per daytributary to the collection
Raleigh Regional Office reviewed the information atettIng was requested. is flaw
Provided b q The Division's
Provided by your consultant to the Raleigh Regional Office dated June 26 additional
information
In accordance with 15A NCAC 02T .0114(f)(2).the Raleigh Regional O ' 2008
the submitted data and considered other factors Includin g �� has evaluated all
period of calendar year 2007, DMR monitoring data for w ther and a s during
�e data
reduction data for other facilities comparable to the Franklin Countylys of Row
system. Based on the data submitted, the Division herebyv�f P and °°t on
County Public Utilities for the collection system des in permit No WQCS00
treatment plant described in Permit No. NC0069311 approves the use by Franklin
rate of 250 ► an adjusted daily sewage design flow
gallons per day per single-family dwelling, effective immediate)
reduction shall be applicable to existing permits with flows not yet tributary to Y. This lbw.
County collection system and all future permits issued to Franklin County Public Utilities. Franklin
flaw reduction SHALL NOT APPLY to sewer extension permits issued to or tributary
[ores. 1`his
collection systems of the towns of Youngsville and Franklinton "in Franklin County.utary to the
In granting this flow reduction, please be advised that the
outstanding permits made prior to this flow reduction ©rolsion will not reissue any
a permit modification request with the appropriate fee must be sureissued bmitted permits
are desired,
SO modified. Flow allocation and tracking flies maintained by the Raleigh Regional p t to be
be updated for any flow being shown as not yet tributary to the VVV+ Tp• will
bpne
Harts Mina Division orWarer Qustiry 1
6H Mai! s 1Yll�J/
rntunet: wtiv, Location ]d8 00%_wcr R`iZkW27M1626
Wlk 11C 2760 a Lgr9j 791-t200 C„
Anr •7 i»•Q2 4M3
���i�ruCse+�us Eaer_SO%Rctrapx p�Ccre3ur�,rAaper

J. Bryce Mendenhall, Utilities Director
Franklin County Public Utilities
Page 2
Future sewer extension applications should be made using the reduced flow amounts stated I
above. All other aspects of the permitting process remain unchanged, and all appJications
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 now 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 barry.herzbergtW icmall.net.
Sincerely,
iborColeen 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
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State of North Carolina
Department of Environmental Quality
Division of Water Resources
15A NCAC 02T .0300 — FAST TRACK SEWER SYSTEM EXTENSION APPLICATION
Division of Water Resources INSTRUCTIONS FOR FORM: FTA 04-16 & SUPPORTING DOCUMENTATION
This application is for sewer extensions involving gravity sewers, pump stations and force mains, or any combination that has been
certified by a professional engineer and the applicant that the project meets the requirements of 15A NCAC 02 l' and the Division's
Minimum Design Criteria and that plans, specifications and supporting documents have been prepared in accordance with, 15A
NCAC 02T, 15A NCAC 02T .0300. Division policies and god en ineerinpractices.
While no upfront engineering design documents are required for submittal, in accordance with 15A NCAC 02T .0305(b), design
documents must be prepared prior to submittal of a fast track permit application to the Division. This would include plans, design
calculations, and project specifications referenced in 15A NCAC 02T 0305 and the applicable minimum design criteria. These
documents shall be available upon request by the Division.
Projects that are deemed permitted (do not require a permit from the Division) are explained in 15A NCAC 02T.0303.
Projects not eligible for review via the fast track process (must be submitted for full technical review): NC Dept of Environmental Qua1'r`
➢ Projects that require an environmental assessment in accordance with 15A NCAC I .0100;
➢ Projects that do not meet any part of the minimum design criteria (MDC) document; 2 1 2W
➢ Projects that involve a variance from the requirements of 15A NCAC 2T;
➢ Pressure sewer systems utilizing septic tank -effluent pumps (STEPS) or simplex grinder pumps;
➢ STEP or simplex grinder pumps connecting to pressurized systems (e.g. force mains); italcigh Regional W111:1
➢ Vacuum sewer systems.
General — When submitting an application, please use the following instructions as a checklist in order to ensure all required items
are submitted. Adherence to these instructions and checking the provided boxes will help produce a quicker review time and
reduce the amount of requested additional information. Failure to submit all required items will necessitate additional
processing and review time, and may result in return of the application. Unless otherwise noted, the Applicant shall submit
one original and one copy of the application and supporting documentation.
A. One Original and One Copy of Application and Supporting Documents
® Required unless otherwise noted
B. Cover Letter (Required for All Application Packages):
® List all items included in the application package, as well as a brief description of the requested permitting action.
➢ Be specific as to the system type, number of homes served, flow allocation required, etc.
If necessary for clarity, include attachments to the application form.
C. Application Fee (All New and Major Modification Application Packages):
® Submit a check or money order in the amount of $480.00 dated within 90 days of application submittal.
➢ Payable to North Carolina Department of Environmental Quality (NCDEQ)
D. Fast Track (Form: FTA 04-16) Application (Required for All Application Packages):
® Submit the completed and appropriately executed application.
7 if necessary for clarity or due to space restrictions, attachments to the application may be made.
0 If the Applicant Type in Item 1.2 is a corporation or company, provide documentation it is registered for business with
the North Carolina Secretary of State.
❑ If the Applicant Type in Item 1.2 is a partnership or dlb/a, enclose a copy of the certificate filed with the Register of
Deeds in the county of business.
® The Project Name in Item II.1 shall be consistent with the project name on the flow acceptance letters, agreements, etc.
® The Professional Engineer's Certification on Page 5 of the application shall be signed, sealed and dated by a North
Carolina licensed Professional Engineer.
® The Applicant's Certification on Page 5 of the application shall be signed in accordance with 15A NCAC 02T .0 106b .
Per 15A NCAC 02T .0106(c), an alternate person may be designated as the signing official if a delegation letter is
provided from a person who meets the criteria in 15A NCAC 02T .0106(b).
INSTRUCTIONS FOR FORM: FTA 04-16 & SUPPORTING DOCUMENTATION Page 1 of 3

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E. Flow Tracking/Acceptance Form (Form: FTSE 04-16) (If Applicable):
® Submit the completed and executed FTSE form from the owners of the downstream sewers and treatment facility.
➢ Multiple forms maybe required where the downstream sewer owner and wastewater treatment facility are different.
➢ The flow acceptance indicated in form FTSE must not expire prior to permit issuance and must be dated less than one
year prior to the application date.
➢ Submittal of this application and form FTSE indicates that owner has adequate capacity and will not violate G.S.
215.67(a?.
➢ Intergovernmental agreements or other contracts will not be accepted in lieu of a project -specific FTSE.
F. Site Maps (All Application Packages):
® Submit an 8.5-inch x 11-inch color copy of a USGS Topographic Map of sufficient scale to identify the entire project
area and closest surface waters.
D Location of the project (gravity sewer, pump stations & force main)
➢ Downstream connection points and permit number (if known) for the receiving sewer
® Include a street level map (aerial) showing general project area so that Division staff can easily locate it in the field.
G. Existing Permit (All Modification Packages):
❑ Submit the most recently issued existing permit.
❑ Provide a list of any items within the permit the Applicant would like the Division to address during the permit
modification (i.e., permit description, flow allocation, treatment facility, etc.).
H. Power Reliability Plan (Required if portable reliability option utilized for Pump Station):
❑ Per 15A.NCAC 02T .0305(h)(1), submit documentation of power reliability for pumping stations.
➢ This alternative is only available for average daily flows less than 15,000 gallons per day
➢ It shall be demonstrated to the Division that the portable source is owned or contracted by the applicant and is compatible
with the station. The Division will accept a letter signed by the applicant (see 15A NCAC 02T .0106(b)) or proposed
contractor, stating that "the portable power generation unit or portable, independently -powered pumping units, associated
appurtenances and personnel are available for distribution and operation of this pump 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. (Required at time of certification)
I. Certificate of Public Convenience and Necessity (All Application Packages for Privately -Owned Public Utilities):
Per I SA NCAC 02T .0115� provide the Certificate of Public Convenience and Necessity from the North Carolina
Utilities Commission demonstrating the Applicant is authorized to hold the utility franchise for the area to be served by
the sewer extension, or
❑ Provide a letter from the North Carolina Utilities Commission's Water and Sewer Division Public Staff stating an
application for a franchise has been received and that the service area is contiguous to an existing franchised area or that
franchise approval is expected.
J. Operational Agreements (Applications from HOA/POA and Developers for lots to be sold):
❑ Home/Prooerty Owners' Associations
❑ Per 15A NCAC 02T .0115s c i, submit the properly executed Operational At reement { FORM: Ham.
❑ Per 15A NCAC 02T .0115(c), submit a copy of the Articles of Incorporation, Declarations and By-laws.
❑ Developers of lots to be sold
❑ Per 15A NCAC 02T .0115(b), submit the properly executed Operational Agreement (FORM: DEW
For more information, visit the Division's collection systems websiie
INSTRUCTIONS FOR FORM: FTA 04-16 & SUPPORTING DOCUMENTATION Page 2 of 3

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THE COMPLETED APPLICATION PACKAGE INCLDING ALL SUPPORTING INFORMATION AND
MATERIALS, SHOULD BE SENT TO THE APPROPRIATE REGIONAL OFFICE:
REGIONAL OFFICE
ADDRESS
COUNTIES SERVED
Asheville Regional Office
2090 US Highway 70
Avery, Buncombe, Burke, Caldwell, Cherokee,
Water Quality Section
Swannanoa, North Carolina 28778
Clay, Graham, Haywood, Henderson, Jackson,
[phone]
Macon, Madison, McDowell, Mitchell, Palk,
[phone] Fax
Rutherford, Swain, Transylvania, Yancey
Fayetteville Regional Office
225 Green Street Suite 714
Anson, Bladen, Cumberland, Harnett, Hoke,
Water Quality Section
Fayetteville, North Carolina 28301-5094
Montgomery, Moore, Robeson, Richmond,
[phone]
Sampson, Scotland
[phone] Fax
Mooresville Regional Office
610 E. Center Avenue
Alexander, Cabarrus, Catawba, Cleveland,
Water Quality Section
Mooresville, North Carolina 28115
Gaston, Iredell, Lincoln, Mecklenburg, Rowan,
[phone]
Stanly, Union
[phone] Fax
Raleigh Regional Office
1628 Mail Service Center
Chatham, Durham, Edgecombe, Franklin,
Water Quality Section
Raleigh, North Carolina 27699-1628
Granville, Halifax, Johnston, Lee, Nash,
(919) 7914200
Northampton, Orange, Person, Vance, Wake,
[phone] Fax
Warren, Wilson
Washington Regional Office
943 Washington Square Mall
Beaufort, Bertie, Camden, Chowan, Craven,
Water Quality Section
Washington, North Carolina 27889
Currituck, Dare, Gates, Greene, Hertford, Hyde,
[phone]
Jones, Lenoir, Martin, Pamlico, Pasquotank,
[phone] Fax
Perquimans, Pitt, Tyrrell, Washington, Wayne
Wilmington Regional Office
127 Cardinal Drive Extension
Brunswick, Carteret, Columbus, Duplin, New
Water Quality Section
Wilmington, North Carolina 28405
Hanover, Onslow, Pender
[phone]
[phone] Fax
Winston-Salem Regional Office
450 W. Hanes Mill Road
Alamance, Alleghany, Ashe, Caswell, Davidson,
Water Quality Section
Suite 300
Davie, Forsyth, Guilford, Rockingham, Randolph,
Winston-Salem, North Carolina 27105
Stokes, Surry, Watauga, Wilkes, Yadkin
[phone]
INSTRUCTIONS FOR FORM: FTA 04-16 & SUPPORTING DOCUMENTATION page 3 of 3

S<:VZ,- SPAULDING & NORRIS PA
IVPlanning - Civil Engineering
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
Date: 12/20/2018
Attention: Jason Robinson
Job Number: 536-04
Re: Whispering Pines — Phase 2
Franklin County, NC
Fast -Track Application
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❑ Under Separate Cover via:
❑ Prints ❑ Plans ❑ Other:
❑ Change Order ❑ Samples
❑ Reproducible ❑ Specification
Copies
Date
Description
1
11/28/2018
Cover Letter
2
11/28/2o18
FTA o4-i6 Fast -Track Application
1
$480 Application Fee
2
11/28/2018
FTSE 04-16 Flow Tracking/Acceptance Form
2
11/28/2018
8.5 x 11 USGS Map
2
11/28/2018
Street Level Map
Transmitted for:
® Your use
❑ As Requested
❑ Review and Comment
Comments:
Please see enclosed.
Copy to:
❑ Approved as Submitted
❑ Approved as Noted
❑ Returned for Corrections
❑ Copies for Approval
❑ Distribution Copies
❑ Corrected Prints
Justi ohde, PE
phone: (9I9) 854-7990 • Pax_ [phone] s 972 Trinity Road . RaleIsh. North CaroIizia 27607

scvz,-
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December 20, 2018
SPAULDIi G & N RRIS, PA
Planning • CiviI Engineering
Raleigh Regional Office -- Water Quality Section
Jason Robinson
3800 Barrett Drive
Raleigh, NC 27609
RE: Whispering Pines Subdivision — Phase 2
Franklin County, NC
Fast -Track Application
Dear Mr. Robinson,
NC Dept of Environmentnl Qnalit�
DEC 21 2018
Raleigh Regional Office
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 2 of Whispering Pines includes the construction
of 40 single-family homes with a sanitary sewer flow of 10,000 gpd. Phase 2 residences will be
served by 1,297 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 2 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,
Justin Rohde, PE
Spaulding & Norris, PA
Phone: (919) S54-7990 * Fat: [phone] • 972 Trinity Road . Raleir0l, North Carolina 27607