WQ0044675_Application (FTSE)_20230816

State of North
NC Dept of Environmental Quality Department of EQualityCarolina Environmental
DWR Division of Water Resources
FAST TRACK SEWER SYSTEM EXTENSION APPLICATION
Divislon of Water Resources FTA 06-21 &SUPPORTING DOCUMENTATION
ft4leigh Kegional 4fLc
N Application umber. 0vV4*&'75 (to be completed by DWR)
All items must be completed or the application will be returned
1. APPLICANT INFORMATION:
1. Applicant's name: FRANKLIN COUNTY(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: CHRISTOPHER DOHERTY per 15A NCAC 02T.0106(bl
Title: PUBLIC UTILITIES DIRECTOR
4. Applicant's mailing address: 1630 US 1
City: YOUNGSVILLE State: NC Zip: 27596-
5. Applicant's contact information:
Phone number:(2D9 556-6177 Email Address:cdohertvrd'.franklincountvnc,gov
II. PROJECT INFORMATION:
1. Project name: MANGUM WAY AND MAIN STREET
2. Application/Project status: ® Proposed(New Permit) ❑ Existing Permit/Project
If a modification,provide the existing permit number: WQ00 and issued date: ,
For modifications,also attach a detailed narrative description as described in Item G of the checklist.
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: 78.459'Longitude: -36.098'
5. Parcel ID(if applicable): 1855-95-5482(or Parcel ID to closest downstream sewer)
III. CONSULTANT INFORMATION:
I. Professional Engineer: RANDALL L. MILLER License Number: NC 19793
Firm: THOMPSON AND ASSOCIATES
Mailing address: 1149 EXECUTIVE CIRCLE SUITE D2
City: CARY State: NC Zip: 27511-
Phone number:(2_L9)495-1566 Email Address: milierpe19793L;gmail.com
IV. WASTEWATER TREATMENT FACILITY(WWTF)INFORMATION:
1. Facility Name: FRANKLIN COUNTY Permit Number: NC 0069311
Owner Name: FRANKLIN COUNTY
V. RECEIVING DOWNSTREAM SEWER INFORMATION:
1. Permit Number(s): WQCS00179
2. Downstream(Receiving)Sewer Information: 8 inch X Gravity -1 Force Main
3. System Wide Collection System Permit Number(s)(if applicable): WQCS00179
Owner Name(s): FRANKLIN COUNTY
FORM: FTA 06-21 Page 1 of 5

V1. GENERAL REQUIREMENTS
1. 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 Develooer's Operational Agreement(FORM: DE�)been attached?
El Yes El No ❑ NA
3. If the Applicant is a Home Property Owners'Association,has an HOA/POA Operational Agreement(FORM: HOA)and
supplementary documentation as required by 15A NCAC 02T.01 15(c) been attached?
❑ Yes ❑ No ❑ NA
4. Origin of wastewater- (check all that apply)-
® Residential(Individually Ownedl ❑ Retail (stores,centers, malls) ❑ Car Wash
® Residential (Leased) ❑ Retail with food preparation.service ❑ Hotel and/or Motels
❑ School preschool day car: ❑ Medica'. 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: 1001,o Domestic _ %Commercial _ _ °o Industrial (See 15A NCAC 02T.0103(20))
If Industrial, is there a Pretreatment Program in effect? ❑ Yes❑ No
6. Hasa flow reduction been approved under 15A NCAC 02T.0114(f)? ® Yes ❑ No
➢ If yes.provide a copy of flow reduction approval letter with this application
7. Summarize wastewater generated by project:
Establishment Type(see 02T.0114(f)) Daily Design Flow'•" No.of Units Flow
SINGLE FAMILY 360 gal/DAY 5 1,800 GPD
gal/ GPD
gal/ GPD
gal/ GPD
gal/ GPD
gal.' GPD
Total 1,800 GPD
a See 15A NCAC 02T .0114(b),(d).(e)(1)and(cX2) 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 Al 14(c),design flow rates for establishments not identified [in table l5A NCALO2T.0114] shall be
determined using available flow data,water using fixtures,occupancy or operation patterns,and other measured data.
8. Wastewater generated by project: 1.800 GPD(per 15A NCAC 02T.0114)
➢ Do not include future flows or previously permitted allocations
If permitted flow is zero,please indicate why:
❑ Pump Station/Force Main or Gravity Sewer where flow will be permitted in subsequent permits that connect to this line.
Please provide supplementary information indicating the approximate timeframe for permitting upstream sewers with flow.
❑ Flow has already been allocated in Permit Number: Issuance Date:
❑ Rehabilitation or replacement of existing sewers with no new flow expected
❑ Other(Explain):
FORM: FTA 06-21 Page 2 of 5

I 1 S \\ 1, R OF ti1(.\ t Ill I I'.RI lit \pplicable) -021 '100: S, \11)( ( r.l+itl �rwrrs :
',(lmIimI i/C I v Cl.:C++ to be pern)IItcd
tine(inches) Length (feet) Material
90
i �t'cUUll 11 A. III t I f Ilie MDi. tol'11CI•IllIIII1w, of (Irak i I y Se\+Cr,CollixII, Il.Iorlim,Ioil rCIaIed it,Ile !)crII I I
Scellon III ionlnnls Illl01'111mioll CclalCtl Io 111111i11111111 i101-ICS lol' M -,0%el'1,.
(hersiiin!; lines to meet ininirnurn elope requirements is not allowed and ;1 +iolation of the \Ii)C
\ Ill. PUMP ST\1 ION DI:SIG\ CRI l Fill \ (It'Applicable) 021 .030; S \IDC (Pump Stations.I-orce \lairs):
PRO\�IDf. A SEPARATE COPY 01 1 HIS PAGE FOR EACH Pl \-ll' Si A I'ION INCI l DLD IN fl IIS PRO.II ( I
1. Pullip station nuillber 01'11,1I11C:
2. Approximate C'oorthnatcs(Decimal Degrees): L.ttitlidc: Lom2itude: -
3. Total number of pumps at the pump station:
3. Design tlol�, of the pump station: millions gallons per day(firin capacity)
This should reflect the total GPM for the ptimp station with the lar4est pump out of-service
4. Operational point(s) per punip(s). gallons per minute(GPM)at feet total dynamic heats(I'M 1)
5. Summarize the force main to he permitted(for this Pump Station):
Size(incites) Length(feet) Material
If any portion of the force main is less than 4-inches in diameter, please identify the method of solids reduction per
MDCPSFM Section 2.01 C.I.b. ❑Grinder Pump ❑ Mechanical Bar Screen ❑ Other(please specify)
h. Power reliability in accordance with 15A NCAC 02T 0305(h)(1):
❑ Standby power source or ❑ Standby pump
r Must have automatic activation and telemetry- 15A NCAC 021.0305(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 and may not be portable
Or if the pump station has an average daily flow less than 15,000 gallons per day 15A NCACO2T.0305(h)(I)(C):
❑ Portable power source with manual activation,quick-connection receptacle and telemetry-
or
❑ Portable pumping unit with plugged emergency pump connection and telemetry:
' Include documentation that the portable source is owned or contracted by the applicant 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
as part of this permit application in the case of a multiple station power outage.
FORM: FTA 06-21 Page 3 of 5

1 V `F I It 1r h's & st P \12 \ I It l\N 012It.02110 , 15 \ V' \C 02 I' .03115(0):
I. Doc> ille profccl Co1m111\' with aII scparatioll- ;allCrilat1\es (muld Ill 1;A V_A\ 02 I:11305it)&t__'i w��i ❑ im,
_ I A aN AC tl_'I .t)3t15(f)contains nlirllllltlil} �Cparallolls that 'hall he 1ro\'idcd for Scwer,\'Steins:
Setback Parameter: Separation Required
1 Storm ��ek%irs and ulhcrulllrties not lasted helot\'(\Crllcal) IN incheN
'\\`alrr main;(vertical - waler m r:ewer pi-Ocri-ed, ineludin; in Ixnlched ti'cli llc:) iS inchc,
W,'Iter mains(horizontal)
Rcelainictl water liar.(vt:rtieal - reclaimed over sewer) I inches
Rccl:ainicil hater line i(hori/ontal - recl:umed m Cr Scher) ' Iccl
"Am pri\atc or pnhlie wale[-supply -41MW. inkAlldill ant Welk. WS-1 u•:iler:Ok 11 1; 1 nr
Mal , II Illlpmnitic:d oir'ti flied ;h:I N61111'ee of dr'illkllll' N:flel'. a1hl C11:I1lds. Ir)!f feel
'*\V;ltCr,O'LlSitied \VS (e\cell; \\S-1 or \VS-V). i.. ti,:\. I)ktll'. 1EO\V. or S11, from nonu:ll �--- —
Ill,-I) 1\;llcl tor title elc\auktll) Hild Uell:llltk;ISi oCialCd \\1111111c+c: 11a1Cr;IiCe Itcoi (N.') jai 1ccl
R.F�\nv tither Streani. lake. impountlnle nt.tir_round \\atcr I I\rerin and:urhlcC dnlina_e — f
tlilchC;. its \vcll as wellands;v soci:lled\\ah theie waters or cla;Sitled a� \VI.. I l►Icct
:\ny huildill 1'0illld:1ti0ll(hori/unt:ll! 5 Iccl
Any hasentent (horizontal) 101cet
Top slope of emnhanknlent or cuts of 2 feet or more vertical height 10 feel
Drainage sys1cros and intereeptor drains 5 lect
Any swinlming pools I(1 feet
Final earth grade(vertical) 36 inches
i 11-noncolllptl•}nce with 02I.0ZC15(f)of(t,),See Seel oil X.I of this applicdtion
*15A NCAC:02 I.I?11);{el contains alternatives where separations in 021'.0307, t)cannot be achieved. Please check"yes"
above ifthese allornatlees are used and provide narrative inti}rmation to explain.
"Stream classiti atrons can be identified using the Division':N('Surface Water C'Ltsilications webna�,e
?. 1)oc,this project comply \\ith the minnnum separation requirements lur water mains" 9_11e; ❑ No ❑ N \
11 no,plca;e refer to 15A NCAC 18C.0906(f) for documentation requirement,and ;ubtnit a separate document,
sty ned'sc-deft by an NC licensed PE \erifyinkt the criteria oudincd Ili that Rul
3. Does the project comply with separation requirement; for wetlands' ❑ Yes ❑ No \
Please provide supplementary information lidClttifyIn". the areas of no11-ctintormance.
See the Davlsion",drab separation require ment, for situations where selmration cannot be rnct.
No \ariance is required ifthe alternative design criteria specified is utilized in design and constnrction.
4. Is tht• project located in It river basin subject to any State buffer rules` ❑ Yes Basin name: 21qu
Il'yes, does the project comply with setback,found in the river basin rules per 15A NCAC 02B .0200? ❑ Yes ❑ No
I'his includes Trout Buffered Streams per 15A NCAC 213.0202
5. Does the project require coverage:authorization under a 404 Nationwide individual permits ❑ Ye, [+3 Ko
or401 Water Quality Certifications''
low Please provide the permit number'pennitting status in the cover letter if coverage,authorization is required.
6. Doe,project comply with 15A NCAC 02 f.0105(c)(6)(additional pennits-certiftcations)? []"Yes ❑ No
Per II SA_,NC,\C 021.01Q5.{cf(6),directly related cm ironmcntal permits or certification applications must be 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, stormwa(er management plans, ctc.).
7. Does this project include any sewer collection lines that are deemed"high-priority?" ❑ Yes Q'<o
Per 15A NCAC 02 i_0402,"high-priority sewer"means any aerial sewer, sewer contacting surface waters,
siphon,or sewers positioned parallel to streambanks that are subject to erosion that undermine,or deteriorates the sewer.
Siphons and sewers suspended through interference/conflict boxes require a variance approval.
:- 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 permittee's individual System-Wide Collection permit.
FORM: FTA 06-21 Page 4 of 5

V CEI?IIFICATIONS..
I Does the submitted ,ystem comply with 15A NC'AC 021', the kitummill De:,un C'ritcria 101. (he Pernuttin tit Punta SIatlo s
,tad puree \lain,l lmea ,ersion).and the Gravity Server tltutnnunt Dca t Criteria (latest cc;rsrun)as applicable'
Q Yeti ❑ No
II no. 'c pro .,is rn_qurrut-, a single tariance, complete and :ttbnirt the Vana:tcc Alterna(ivc Design Request appltwttott
:-AD( I0-14 and supporting documents fior review to the Central Ofticc Approval of the request will be issued
concurren(k with the approval of the permit, and projects requiring a variance approval may be subject to longer
revisit ti:ues. For projects requiring_two or more variances or where the variance is determined by the Division to be a
significant portion of_theprolect,the full technical review is required.
1'n,l'L.sw tl (:niIncor's C crtilication.
1. P I MILLER. auest that this application 11or MAGNUM WAY AND MAP,4 REF I
�I'h a i��l -:1,utir -u Iten:Ill.i.f (Nolen \.anc Irma 1pp(W.iuun 'I
has been re%ie%\ed b% me and is accurate, complete and consistent with the information supplied in the plans,
cpeciticarions, engineering calculations,and all other supporting documentation to the best of m� knowledge. I further
aUcst that to the best of my knowledge the proposed design has been prepared in accordance with the applicable regulations.
Minimum Ucsi_un C rltena flit Gravlty_S"vers(latest version),and the Nlinunum Design Criteria for the Fast-I rack Perntttttng
of Puntp 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 signiftcs 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 143-215.6B, any person who knowingly makes any false
,tatentcnt, representation, or certification in any application package shall be guilty of a Class 2 misdemeanor, which may
include it tine not to exceed S10,000,as well as civil penalties up to$25,000 per violation.Misrepresentation of the application
Information,including failure to disclose any design non-compliance with the applicable Rules and design criteria,may subject
(he North Carolina-licensed Professional Engineer to referral to tits licensing board.(21 C 56.07AI)
t..-........,....._..._- ...
North Carolina Professional Engineer's seal,signature,and date: i
3 Applicant's Certification per 15A NCAC 02T.0106(b):
I CHRISTOPHER DOHERTY ,attest that this application for MANGUM WAY& S.MAIN STREET
(Sipnaturc Authority Name front Application Item 1.3.) (Project Narttc from Application licrn I1.1)
attest that this application 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. l 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. l 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.
Signatu Date: 08-11-2023
FORM: FTA 06-21 Pagc 5 of 5

NC Dept of EnvtrotumentalQualiry State of North Carolina
Department of Environmental Quality
AUG 16 2023 Division of Water Resources
Flow 'Tracking for Sewer Extension Applications
Raleigh Regional n (FTS E 10-1 s)
—.e
Entit;. Requesting A!location: FRANKLIN COUNi T Y
Project Name for which flow is being requester' 11IAGVLIvI WAY :AND :MAIN' STREET
tlor,thn'r )Ir,, f f.S'f_ ora}.be required for a shoule project if the onwer of the iD WTP is not responsible fur all pump
�tarions Won,the repute of they proposed waste«ater flow.
Compete -.1i, sectl?: only is you are the owner or tie wasiem-ater treatrnent plant
s W%VTa Facility Name Franklin County Wastewater Treatment Piani
b. A'WTP Facility Permit #: NCO069311
All flows are in AIGD
c. WWTP facility's permitted flow 3.000
d. Estimated obligated flow not yet tributary to the WWTP 0.625
e. WWTP facility's actual avg. flow 1.325
f. Total flow for this specific request 0.0018
g. Total actual and obligated flows to the facility 1.9518
h. Percent of permitted flow used 65%
11. 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/p fl, 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
(pf) 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
Downstream Permit Number: WOCS00179
Page 1 of 6
FTSE 10-18

111. Certification Statemzrnt:
Christopher Doherty certify to the best of my knowledge that the addition of
the voltEme of wastewater to be permitted in this project has been evaluated along the route to the receiving
wastewater treatment facility and that the Clow from this project is not anticipated to cause any capacity
related sanitary sewer overflows or overburden any downstrear*i p=p statlol -:i route to the receiving
ID
treatment plant under normal circumstances, given the implementation of the planned improvI-ments
identified in the planning assessment inhere applicable. This analysis has been perfortmed in accordance
with local ystablished policies and procedure, using the best available data. This certification applies a)
those i'em llsred_lbov. in 52Ctions 1 :end tf nius all a-mched :lanningy a sessmzn's adder:dums for wh'
ar: th:: responsible party. Siunature of this form :ertine;than the recervinv collection, systean or treau-ner-
St orl<j has adequate capacity to .ranspor,.and `.:23r `he proposed nev, .`,a tew-acer.
08-L9-2023
tgning 0.1icial Signature,- _ Dare
Public Utilities Director
Title of Signing Official
Page 2 of 6
FTSE 10-18

PLANNING ASSESSMEN7' ADDENDUM (PA.A)
Submit a planning assessment addendum tier each pump station hited in SCCtiOn I I where :Available Capacity is<
0.
Pump Station (Name or NUmber):
Gi.•en that:
a. 'Ilie proportion and anu0unt of Obligated. Not Yet Fributai} Daily Flow (C•)account, Fin-
and MCA)ofthe A%ailable Capacity (F) in Pump Station
: and that
h. 1-he rate of activation of thin oblivated. not vet tributan. capacit% is cul-rently appru�imat l�
N,IGD per eai and tha:
A funded Capital Project that ill provide the regtjm-d planned capacity. namely
I. in deiigyn x-under const3,uc•tion rk i!h
planned completion in : and or
d. 'I'lle 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

In.structionc for Flo%% Cracking form (FTSE) and I'lannint_1 kssessment addendum (11A k)
Section
a. WW'l'P Facilith Name- linter the name of the WWTP that will receive the titiastewater IZok%
b. WWTP Facility Permit m: linter the NPDES or Non-Discharge number for the WW ['P receiving, the
wastewater flo«
c. WN I'l' facilitN.s permitted flo«, MGD: From WWTP owner'; \PDES or Non-Discharge permit.
d I �tnnated oblmmted Ho%% not %et tributary to the WWTP, NIGD Phis M.Ckides tloxk, allocated to other
coM>truction project, not yet contributing, fZu%% to the collection -;ystelll. flow; alluc,tled tlu0u1ll rnterlocal
£Igreerllentz >r other contract. not %et Con[rlbUtlnl flM r 1 the C011eCholl are al>o !nC'iided I'or PQ 1 AV
that implenicti ci pretreatment pro"1'arll, Include floc Z. a ocateci to -adustrlal user,; %\Ill) rna% not be U.,In`S all of
their Ilow allocation Please contact your Pretreatment C Cordlnator for information on industrial tlo%� tributary
tO your WWTP.
As of January 15, 2008 the Pam 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 av,,. 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 permitted flow used: Equals [(g`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.t 02 MGD
g. = 3.349 MGD
h. - 55.8 %
Each subsequent FTSE form will be updated in the same manner.
Page 4 of 6
FTSE 10-18

Section 11
ist the pump ,tation name Or number and approximate pump station tirm capacity. approximate deilLll aleraoe
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 I 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 maxinlunl pumped tlow that can be achieved with the largest pump Out orwr\.ice as per the
\,lininhum DeSW'n Criteria.
Deilum A\eraue Dall) f-km k the firm CapaClty lit the pLU11p 5UM011 LI idtd by a peaking factor(pf I of not leis than
if the available capaclt\ (,I ) for any pump ;tation is -0. then prepare a planning assessment for that pump ,tation
!f tlhe system ha, future specitk 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 pt) 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
FTS E 10-18

Planning kssessment kddendurn Instructions
Submit a planning assessment addendum for each pump station listed in Section It where a, ailable rapacity is=0.
A planning assessment for K,m Creek PS (see example data above)may be performed to evaluate whether there is
iivniticant likelihood that needed lnlpro�enlents or reductions in obligated flows will be in place prior to activating
the flows from the proposed seer extension project.
Ifthe system decides to accept the tlo%� based on a planning assessment addendum, It is responsible to manage the
tlo« �-,ithout rapacity related sanitary o%erflows and must take all steps necessary to complete the project or control
'lie rate or tlmk 10 pre%ent sanitar% ;ex%er mertlow;
1 h:: piannin-I a„c.);nlent :nay , en ley 1 funded pre�lert currently ill de�,1-111 or ,:onSCructi ll. or a pl:ulned protect in
:he future not yCt tilnded 'nit 11 1 flrmal plan adopted by the ;ySterll. fhe sv.imll Should carorully �%eiuh the
._ertain'\, time`, p.-o .c 1: 011lp�e.ion for any expanRton, tl,)\& manawernent diversion of infiltration and
nlflok\ elimination projects that are the foundation of a planned Solution to capacity tracking and acceptance
compliance
For example:
Given that
a. The propor-jon and amount of obligated, not yet tributary tlow 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 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 capacity of the pump station by October 2015. Inclusion of this proposed 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 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 10-18

DocuSign Envelope iD 3DC8FDE6-FBCC-4D3D-8D99-DA2C5663C34F
ROY COOPER
c4Governor
ELIZABETH S BISER �
Serretury
RICHARD E ROGERS, JR. NORTH CAROLINA
Director Environmental Quality
July 31, 2023 NG Uepi of Fnvironmental Quality
Christopher Doherty, Public Utilities Director AUG 16 2023
Franklin County Public Utilities
1630 US 1 N
Youngsville, NC 27596 Raleigh Regional affiCo
Subject: Residential Flow Reduction Approval
Franklin County Public Utilities WWTP
Permit No. NCO069311
Franklin County
Dear Mr. Doherty:
On July 26, 2023,the Division of Water Resources(Division) received your request for an adjusted daily
sewage flow rate(flow reduction)that would apply to all Franklin County Public Utilities permitted but
not yet tributary residential connections and all future residential connections tributary to this facility.
The request to include Youngsville and Franklinton,which were excluded from the flow reduction
approval issued to Franklin County Public Utilities on August 19, 2008,and for the reduction to apply to
the entire Franklin County owned operating system has been approved.
In accordance with 15A NCAC 02T.0114(f)(2),the Division has evaluated the request, and based on the
data submitted and the Division of Water and Infrastructure(DWI)guidance,the Division hereby
approves for use by Franklin County Public Utilities, an adjusted daily sewage design flow rate of 250
gallons per day per single-family dwelling,effective immediately.This flow reduction shall be
applicable to existing permits with flows not yet tributary to the Franklin County collection system and
all future permits issued to Franklin County Public Utilities.
Future sewer extension applications should be made using the flow reduction amount 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.
Regardless of the adiusted design daily wastewater_flow rate, at no time shall the wastewater flows
exceed the effluent limits defined in the permit for the treatment facility or exceed the capacity of the
sewers downstream of any new sewer extension or service connection(s).
North Carolina Department of HnvVronmrntal Quality I Division of Water Resources
512 North Salisbury Strcet 1 1611 Mail Scrvtcc Ccmcr I Ralctgh,North Carolina 27699-I61 I
�/ 919.707 9000

DocuSign Envelope ID 3DCBFDE6-FBCC4D3D-BD99-DA2C5663C34�-
Franklin County
The granting of this flow reduction does not prohibit the Division from reopening, revoking, reissuing
and/or modifying the flow reduction as allowed by the laws, rules, and regulations contained in 15A
NCAC 02T, NCGS 143-215.1, or as needed to address changes in State and/or Federal regulations with
respect to wastewater collection systems, protection of surface waters and/or wastewater treatment,
If you have any questions, please contact Zac Lentz, PE at(919) 707-3907,or via email at
[e-mail].
Sincerely, 0000s+g�ea by
M ic�C au,( AteOt,bt, h
for Richard E. Rogers, Jr.
Director, Division of Water Resources
by Michael Montebello
NPDES Branch Chief, Division of Water Resources, DEQ
Cc: Chris Doherty, Public Utilities Director([e-mail])
Raleigh Regional Office,Water Quality Regional Operations
Municipal Permitting Unit (electronic copy)
Page 2 of 2

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NC'oeptof� MAGNUM WAY AND MAIN STREET
r�virp, �n�a� FRANKLINTON, NORTH CAROLONA
Quaff. FRANKLIN COUNTY
&ANITARY SEWER EXTENSION
PROJECT NARRATIVE
SINGLE FAMILY RESIDENTIAL LOT DEVELOPEMENT
SANITARY SEWER EXTENSION
FROM MAGNUM WAY
FRANKLINTON, NORTH CAROLINA
The proposed service area consists of 5 newly created lots as depicted in Book
of Maps 2023 page 95. These lots are between Magnum Way and Main Street in
Franklinton, North Carolina. The site is within the Tar River Basin.
The current site has access to the public sanitary sewer via existing public
sanitary sewer lines within an existing public right of way of Magnum Way. The
project will consist of five single family residential lots. The proposed single family
residential lots will be served by a sanitary sewer extension of a total of 320
linear feet of new 8" gravity sanitary sewer line, which will connect into an
existing sanitary sewer manhole within the recorded public right of way of
Magnum Way. This existing sanitary sewer is to the northwest of the new created
lots.
The proposed project will be completed as one phase and will have a total daily
flow of 1,800 gpd for all the 5 single family residential lots
�C A f►ry ti
t
Randall L. Miller, PE = 2 Q SteL .
Thompson and Associafi�s 19793
1149 Executive Circle
Suite D2 ;,ti�� GINE, N�v�•.
Cary, NC 27511 L
919-465-1566 \AllS�...y(`' N
C-0343 7/z trz.3

LETTER OF TRANSMITTAL
Thompson &Associates. P.A. NC Dept of Environmental Quality
1149 Executive Circle
Suite D2
Cary, NC 27511
Phone: [phone]- Fax: [phone] AUG 16 2023
RALEIGH REGIONAL OFFICE RE leiglonal Office JOB No.:
WATER QUALITY SECTION ATTENTION:
3800 BARRETT DRIVE RE:MANGUM WAY AND MAIN STREET-FRANLINTON,NC
RALEIGH,NORTH CAROLINA 27609 SEWER EXTENSION PERMIT APPLICATION
WE ARE SENDING YOU: X_ Attached Under separate cover via the following items:
— Shop Drawings _ Prints _Plans Samples Specifications
Copy of Letter Change Order X —Other SEWER EXTENSION PERMIT—._
COPIES DATE NO. DESCRIPTION
2 SEWER EXTENSION PERMIT APPLICATION
2 FLOW ACCEPTANCE (FRANKLIN COUNTY)
2 MAPS(USGS,STREET LEVEL,AND SITE PLAN)
1 $480 REVIEW FEE
THESE ARE TRANSMITTED as checked below:
For Approval Approved as Submitted Resubmit T Copies for Approval
For Your Use Approved as Noted Submit Copies for Distribution
As Requested Returned for Corrections Return Corrected Prints
X_ For Review&Comment Other
FOR BIDS DUE 20 PRINTS RETURNED AFTER LOAN TO Us
REMARKS:
Randy Miller Thompson and Associates,PA
COPY TO SIGNED
if enclosures are not as noted,please notify us at once.