WQ0041265_Application (FTSE)_20191021

State of North Carolina
DWR
Department of Environmental Quality
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: W 00 1/2-GS" (to be completed by DWR)
All items must he 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 I S_ .A NCAC 02T .0106(b)
Title: Director
4. Applicant's mailing address: 1630 US HWY 1
City: YOUNGSVILLE State: NC Zip: 27596-�
5. Applicant's contact information:
Phone number: 9( 19) 556-6177 Email Address: cdohem0franklincountync.us d
u.,
11. PROJECT INFORMATION: c Cn O
I. Project name: Hadleigh at Cedar Creek Subdivision - Phase I E �' p
0
2. Application/Project status: ® Proposed (New Permit) ❑ Existing Permit/Project '� �
If a modification, provide the existing permit number: WQ00, and issued date: LU U
a C
If new construction but part of a master plan, provide the existing permit number: WQ00
3. County where project is located: FRANKLIN A
r
U
4. Approximate Coordinates (Decimal Degrees): Latitude: 36.03119 Longitude:-78.45694 = Z
5. Parcel ID (if applicable): I863-20-1748
(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: 1611 Jones Franklin Road, Suite 101
City: Raleigh State: NC Zip: 27606-`
Phone number: [phone] Email Address: [e-mail]
spauldingnorris.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):
1. Permit Number(s): WQ22020mod Downstream (Receiving) Sewer Size: 8 inch
System Wide Collection System Permit Number(s) JfapVlicable : WQCS00179
Owner Name(s): FRANKLIN CO PUBLIC UTILITIES
FORM: FTA 04-16 Page I of

VI. GENERAL REQUIREMENTS
I. If the Applicant is a Privately -Owned Public Utility, has a Certificate of Public Convenience and Necessity been attached?
❑ Yes ❑No ®N A
2. If the Applicant is a Developer of lots to be sold, has a Developer's Operational A reement (FORM: DEVI been attached?
❑ Yes ❑No ®N:A
3. If the Applicant is a Hoine::Property_Owners' association, has an O xe[ rational Agreement (FORM: 4L)A) been attached?
❑ Yes ❑No [ON . -'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 iday 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 ° o Domestic. -Commercial _ % Commercial
% Industrial (See 15A NCAC 02T=0103L20
�Is there a Pretreatment Program in effect? ❑ Yes ❑ No
6. Has a flow reduction been approved under 15A NCAC 02T .01 I4 ? ® Yes ❑ No
i- If ves, provide a cony of flow reduction approval letter
7. Summarize wastewater generated by project:
Establishment Type (see 02T.0114LW
Daily Design Flow `,b
No. of Units
Flow
Single -Family Residential Dwelling Unit
250 gal/day
76
19,000 GPD
gal/
GPD
gall
GPD
gal/
GPD
gal/
GAD
gal/
GPD
Total
19,000 GAD
a See 15A NCAC 02T_01 14(b), (dt,_feJLi 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. 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: 19,000 GPD (per 15A NCAC 02T .01 14)
�- 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 & MDC (Gravity Sewers):
1. Summarize gravity sewer to be permitted:
Size (inches)
Length (feet)
Material
12
811
PVC
12
1,965
DIP
8
186
DIP
:- Section 11 & III of the MDC for Permitting of Gravity Sewers contains information related to design criteria
z Section III contains information related to minimum slopes for gravity sewer(s)
z Oversizing lines to meet minimum slope requirement is not allowed and a violation of the MDC
Vl ll. PUMP STATION DESIGN CRITERIA (If Applicable) — 02T .0305 & MDC(Pump Stations/Force Mains):
COMPLETE FOR EACH PUMP STATION INCLUDED IN THIS PROJECT
L 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 (TDFI)
5. Summarize the force main to be permitted (for this Pump Station):
Size (inches) Length (feet) Material
6. Power reliability in accordance with 15A NCAC 02T .0305(h)f 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
r 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 - I5A 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 04-16 Page 3 of 5

IX. SETBACKS & SEPARATIONS W (02B .0200 & 15A NCAC 02T .0305(f)):
I. Does the project comply with all separations found in 15A NCAC 02T,0305(0 & tt ® Yes ❑ No
15A NCAC 02T.0305 contains minimum separations that shall be vrovided for sewers stems:
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 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 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.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
Toe slope of embankment or cuts of 2 feet or more vertical height
10 feet
Drainage systems and interce for drains
5 feet
AnX swimming pools
10 feet
Final earth grade vertical
36 inches
D 15A NCAC 02T.0305(g) contains alternatives where separations in 02T,0305(f) cannot be achieved.
D **Stream classifications can be identified using the Division's NC Surface Water Classifications webnage
D If noncompliance with 02T.0305(f) or (LY), 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
i- 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 Permitting Branch
5. Does project comply with 15A NCAC 02T,0105(c)(6) (additional permits. -:certifications)? ® Yes ❑ No
Per 15A _[: A( 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.
❑ Yes ® No ❑ N.'A
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 permittce or its representative at least onceevery 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 02`f, the Minirnurn Design Criteria for the Permitting of Pump Station:,.
and Farce Mains (latest version), and the Gravi mower 49inimum Design Criteria latest ver%ionj 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:
attest that this application for
(Professional Engineer's name from Application Item Ill. 1.)
�A-OLt.-r4 if f-T- Ga aA-tz GaF— K
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):
1, L H-(Zr57Ve t2 T7 V12FGattest that this application for
(Signature Authority's name & t tle from Application Item 1.3.)
I�AI6 r�-e6be q-F e z AIZ 62i54K 50&9fU1.S16.,U - etf-ft:5 I
has been reviewed by me and is accurate and complete to the best of my knowledge. 1 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 a.� civiI penalties up to $25,000 per violation.
FORM: FTA 04-16 Page 5 of 5

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NC Dept of Environmental Quality
State of North Carolina
7- 1 2019 Department of Environmental Quality
OCTDW'Kwqk Division of Water Resources
Division of Water Resources ,,,IghRegional T16W-Tracking for Sewer Extension Applications
(FTSE 10-18)
Entity Requesting Allocation: Franklin Co Public Utilities
Project Name for which flow is being requested: HadIeigh At Cedar Creek Subd. - Phase I
!Afore than one FTSE may be required jar a single project if the owner of the IVIVTP is not responsible for aU 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
All flows are in MGD
c. WWTP facility's permitted flow 3.0
d. Estimated obligated flow not yet tributary to the WWTP 1.251
e. WWTP facility's actual avg. flow 0.875
f. Total flow for this specific request 0.019
g. Total actual and obligated flows to the facility 2.124
h. Percent of permitted flow used 70.8%
lI. Complete this section for each pump station you are responsible for along the route of this proposed
wastewater flow.
List pump stations located between the project connection point and the WWTP:
(A)
(B)
(C)
(D)=(B+C) (E)=(A-D)
Design
Obligated,
Pump
Pump
Average
Approx.
Not Yet
Total Current
Station
Station
Firm Daily Flow**
Current
Tributary
Flow Plus
(Name or
Permit
Capacity, * (Firm i pf),
Avg. Daily
Daily Flow,
Obligated Available
Number)
No.
MGD MGD
Flow, MGD
MGD
Flow Capacity***
* The Firm Capacity (design flow) 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
(pi) not less than 2.5, per Section 2.02(A)(4)(c) of the Minimum Design Criteria.
*** 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 10-18

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 certifies that the receiving collection system or treatment
works has adequate capacity to transport and treat the proposed new wastewater.
PO (6L- � try c-L-TI &S h r
Title of Signing Official
Dare
Page 2 of 6
FTSG 10-18

PLANNING ASSESSMENT ADDENDUM (PAA)
Submit a planning assessment addendum for each pump station listed in Section If 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 10-18

Instructions for Flow Tracking 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 9: 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 Iast 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 avg. 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 facility_, MGD Equals [d + e + fJ
h. Percent of pennitted-flow used: Equals [(g 1 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 0.015 MGD.
The first Form FTSE submitted after January 15, 2008 may have numbers like 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
li. - 55.8 %
Each subsequent FTSE form will be updated in the same manner.
Page 4 of 6
FTSE 10-18

Section II
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)
(B)
(C)
(D)=(B+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 1 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 10-18

Planning Assessment Addendum Instructions
Submit a planning assessment addendum for each pump station Iisted in Section 11 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 0.050 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 121an and ten year capital plan contain recommended scope and funding for a capital project entitled
Kaw Creek Pump Station upgrade with funding planned in July 2014. This project is planned to add 0.100 MGD
to the firm capaci1y of the pump station by October 2015. Inclusion of this Rroposed capital project as a condition
of this Flow Tracking/Acceptance for Sewer Extension Permit Application elevates this project's priority for
funding and construction to be implemented ahead of the activation of obligated, not yet tributary flows in amounts
that exceed the fine pump station_ capacities identified in Section II 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
i+TSE 10-1 R

�0 WAre9
py MidadF Eft, Governor
> WiDism G. Rwk. Seeretuy
North Carolina DaPaM=t otFnviM1-U ll 1+' a W R,,.oq
Alan W- k P.E. Dirceror
Divi arWua Q,ah,
August 19, 2008 '4411�, ��
J. Bryce Mendenhall, Utilities Director OCT 21 2019
Franklin County Public Utilities
1630 US Highway 1 i Raleigh Regional Office
Youngsvllle, NC 27596
Subject: Franklin County Public Utilities VWVrp
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 rotes. This adjustment would oapplyto e
County Public Utilities permitted but not yet Tributary connection y request far an
tributary to this facility (with the exception of permits whose flows aretributary Franklin
systems of Franklinton and Youngsviltio in accordance sand all futto ure oac0l6c ion
adjustment to 250 gallons per da with 15A NC CO2,0'114( ��ban
Raleigh Regional Office reviewed the Information lal sidled b was requested. e is flow
p The fOrm ion
provided by your consultant to the Raleigh Regional Office dated June 26 and June 27, 2008.
In accordance with 15A NCAC 02T .0114 2 the Raleigh Regional O 2ed
the submitted data and considered other actors including weather cond' '
g Office has evaluated all
period of calendar year 2007, DMR monitoring data for this facility and on duan anaNsis
MJ the data
reduction data for other facilities comparable to the Franklin County°f flaw
the
system. Based on the data submitted, the Division hereby approves
V he P and collection
County Public Utilities for the collection system described in Permit No. WQC800179
treatment plant described In Permit No. NC0069311 y pproves 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 tribute to the flow
County collection system and all future permits issued to Franklin County public Utilities.
flow reduction SHALL NOT APPLY to sewer extension permits is
e Franklin
collection systems of the towns of Youngsville and Franklin ton'in F tart' This
p Issued to or tributary to the
ranklin County.
In granting this flow reduction, please be advised that the Division will not re -
outstanding permits made prior to this flow reduction request, if reissued permits are d
any
a permit modification request with the appropriate fee must be submitted for each ermt to be
�l�,
so modified. Flow allocation and tracking files maintained by the Raleigh Regional p
be updated for any flow being shown as not yet tributary to the WWTP. will
m
Noah Carolina Division or Water Qu:firy 1628 M ' y
Internet tvw� Yr „ t Service Center R*irk NC 27699d 621
- t t oeotian: 3100 Kamen Dive itakio. NC 27609 ft-X (9i9) 7914200 Orskrurr $aria
M Fa¢ [919) "14711 1.177. sffvi Quat NwLn r 6e A*a E,04, -SOX RaeWe oy, p,M C,,,O,r past

J. Bryce Mendenhall, Utilities Director
Franklin County Public Utilities
Page 2
Future sewer extension applications should be made using the reduced flow amounts stated {
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 NPOES 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 ra
nates, or
require any additional information, please contact Barry Herzberg at (919) 791-42 r or by
electronic mail to barrv.hemberancmail.net.
Sincerely,
forColeeri 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
Stearns & Wheler
3128 Highwoods Blvd. Suite 140
Raleigh, NC 27604

THE SPAULDING GROUP,
TRANSMITTAL
To: Jason Robinson
Raleigh Regional Office —
Water Quality Section
3800 Barrett Drive
Raleigh, NC 276og
Sending:
® Attached
❑ Shop Drawings
❑ Copy of Letter
❑ Total Quantity
planning - civil engineering
PA
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Date:
10/21/2019
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Attention:
Jason Robinson
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Job Number:
831-15
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Re:
Hadleigh at Cedar Creek
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Subdivision-- Phase I
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Fast -Track Application
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❑ Under Separate Cover via:
❑ Prints ❑ Plans ❑ Other:
❑ Change Order ❑ Samples
❑ Reproducible ❑ Specification
Copies
Date
Description
2
Cover Letter
2
FTA o4-16 Fast -Track Application
1
$48o Application Fee
2
FTSE io-18 Flow Tracking/Acceptance Form
2
8.5 x 11 USGS Map
2
Street Level Map
2
Copy of flow reduction approval letter
Transmitted for:
® Your use
❑ As Requested
❑ Review and Comment
❑ Approved as Submitted
❑ Approved as Noted
❑ Returned for Corrections
❑ Copies for Approval
❑ Distribution Copies
❑ Corrected Prints
Comments: I
Please see enclosed Fast -Track submittal package for the subject project for your review and
approval. Please do not hesitate to contact our office should you have any questions or need any
additional information.
Thank you -
Copy to: Tom Spaulding, PE
Phone: [phone]. Fax: [phone] * 1611 Jones Franklin Road Suite 101 ■ Raleigh, NC 27607

THE SPAULDING GROUP, PA
planning - civil engineering
October 21, 2019
Raleigh Regional Office — Water Quality Section
Jason Robinson
3800 Barrett Drive
Raleigh, NC 27609
RE: Hadleigh at Cedar Creek Subdivision — Phase I
Franklin County, NC
Fast -Track Application
Dear Mr. Robinson,
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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 Hadleigh at Cedar Creek Subdivision is located south of the intersection of Hicks Road
and Cedar Creek Road in Franklin County, NC. We are seeking a permit to install a public sanitary
sewer extension to serve seventy-six (76) proposed single-family residences as part of Phase 1.
The proposed sanitary sewer extension consists of 811 if of 12" PVC, 1,965 If of 12" DIP, and 186
LF of 8" DIP extending off of an existing sanitary sewer manhole. The proposed sanitary sewer main
will be public. The construction of this sanitary sewer extension is projected to begin in November
2019.
If you have any questions or need any additional information, please contact me at [phone].
Sincerely,
Justin Rohde, PE
The Spaulding Group, PA
Phony: [phone] • F= (9.19)85¢-7925 + 1611 Jones Franklin Road Suite 101 * Raleigh, NC 27607