WQ0041995_Application (FTSE)_20201028

state or Nnrth Oindina
DWR Department ot'li.ucirnnntental (duality
Ili��isit►n of 11 aler Itesteurce%
ISA NC\C 027 .0300 1 \Sl' TR,1CF► SI:\rF,lt 51'S1 F.,V IATEINSION APP[ 1C 11 ION
DlvWon of Wattr Resources 17.1k 04-16 A St-11110ltt INN i)(I( 1 'M N A i V IN
ApplKationNum)+rr wame 1wbcrcn0<arJ6YD%l•H)
All Items mu,41,Iw camnleled or tt II I)c ulurnd
1. APPLICANT INFOWNLILTION
T Apphcantsname Toymol'Futgual \'artna (cumparry,munutpalrty,li('A, uttbly, etc )
2 Appheant t}pc ❑ Indi%Oual ❑ corpotutton ❑ (icnrral I'artnerslttp
❑ Federal ❑ btateCounty ❑ Municipal
3 Siiataturrauthotu)'a name: Jav McsemAll. per 1SA NCAC QT 010610
Tale F�tcr(n1 E"(tnav-VAnna Public Utiltiae Drre(tor
4. Applintnt's mailutg address 134 N Ala to St.
Car Fuguns- Vannn State hK zip 17526-
5 Applicant*%contact tnformatton
Phone number 1Uq)567-3411 iunadAddmis jnJCX t;'rr_fuqu;ty•yenna.urn
11. PROJECIF (NFOP-MA"I ION:
❑ privately -Owned Pablk Utility
❑ (Other
1 Project name Johnson Fond Suhdn iwn
Apphcatroali'rujectstatus 0 Proposed(Nc% A=it) ❑ Cwttrtg I'erm1tll'1ojcct
Ifs modtftcaatmn,proi-ule the cztsltng permit number'A'(1,00 and issued date
lfnm construction but pan ofa masterplan, pros tde thcearstittg pcmttt number 1Wpo
3 Counrti wherr project is located ,Aakc
4 Appraxtm2teCtsordm21ex(t7cctmal Dcgecs) Latnudc 35 36'541 Longitude
5 Parcel 1D{tf appbcable) 0 72,\
(or Parcel ID to closest doAmstream sewer)
IIl CONSt]I TA%-1 INFORMATION:
1 Profc. 013al Engtrnccr Lkbra l cirri
firm WrthMRA4eneLl11e_
Madarg address I I S Mac ran ilr.
Crty CM State Z&
Thane avrober (M) 469-2.1-41
License: Dumber 28AQ
/,rp 27511
Lrnad Addreu dknu a withemn, vrnrJ gnnI
1\'. %,%srE%vA'I'F:ii TIMMA I tiC FACII.I7-1' 1\1'11'I1� INFORMATION:
I i"-aellay Namc Tennbk (.rick permit Number N665 6
0%zer K.ime
RECFII'l1(, I)(111, NS1•R".%[ %1 %%1• R INFORM=\'I lol 1)f dllivrew tban \1'M 1 1:
I 1'crtad Numbtr(s) WiDA016471 lleruttstrcam (kceewtrig) Sewcr Svc 1 atih
ra.CmIkJCC41 PIPL'1XA1cfrii'crtnntivmbcfi}L�l.�.t��pE�b�:t \I'I�c-Y 11
(writer Narita 1)' Ittauay-_VA rmn
z
1 OMI F rA04 Ih 1'3we 1 of 5

�1. Gt:`LP-41- REQUIRF-MENi'S
I If the Applicant ism i'rit-alely-Otmttcd Public Utiluy , Ito sa Certifiicatc nfl'ublic Con�cnten ceand Neceasuy liters aitachcO
❑ Yes ❑ No (OV A
2 lfthc Applicant is a Deteloper of lots to be sold, hasa l)cv ckincr`u finerattnnal A=cmrnt
fTQR%J of V been attached'
❑ Yes ❑ No ®N-A
3 Iftbe Applicant is a f)w ' Aruiciatuin. fiawanOncmhnnaIA=cmcnt
[FORM: 110-N bccnattachcd"
❑ Yes ❑ No ® N1A
4 Orrin ofwasienater(check allthatappb)
® RtsidentialOwncd ❑ Retail (storrs,ceniers,malls)
❑ CarWash
❑ Residential Leased ❑ Retallm-ith foodprcparation scn-ice
❑ Hotel and-orhiotcls
❑ School preschool 'day care ❑ Medica1, dentab %etennary facilities
❑ Smimmmg Pool lClubhousc
❑ Food and dnnk facilitics ❑ Church
❑ Swimming PontlDller liackuaYh
❑ Businesses !offices 'factories ❑ Nursing home
❑ Other (Ltplain in Attachment
5 Natumafrsastewater- If10°. Domestic 'Cam increul 9&Commercial
' Industrial (See 15A N-CAC 02T S110i{;
L-----o-Is therca Pretreatment Program m effect? ❑ Yes ❑ ru
b His a flow mductionbecnapproved under ,15ANCAC 02T.0114V ®Yes ❑ \o
i N reduction Mgproyal le
Ssrmatarue aaaexatergenerated by project;
Establishment Type (see 02T.01 14
Daily Design Flom ah
No. of Units
Flom
3 bdsm =sk-familydwclling
75 gat bdrm
10
2.250 GPI)
4bdzmssrgle-famt7y dwelling
75 pLbdrm
48
14.400GPD
ga V
Gl'D
Pv
GPI)
V v
ar17
gat,
(iPD
7'arul
In 0 GPI
a Sae rca UClr o2T 9114(h) fdl_ IeVI I mild(eli2! for casealstowasicuaterdcsign fiow rates (Le inintmum flow pet
dvcfm j� prapOted nstknnw7r naa-resrdcutial development uses. public access facilities kica t ed near h tidi public use a rcai,
&adrtxd=talpwrcrtyiDowd $Oathareas, orate AtLulis Intracoastal Waterway lobe used as t acattan rrntab a %del tw•l
cs G.S. 4?A i
b pcT ISANCAjr MT..dli< �dtstM J wratesforestalrhalimentsnot ulentifictl Iin Inbk 13A*: . r(12 i ajrhall hr
ds2�ar zscdt=S xvitablerkm'data xatcrusrni} futurta,uttupuncy ur�rprtat npall cins,undutlicrmcasumdItta
$ Wa �t ttr ld br prtr�res j,01Lf 2 0spl) (per t " r O •1
Z Ib nutntcladc fhstna[id+i►r ptpnttritivalx permtttW aBoca 'lolls
Ifp=tud Mw is tan, ndicalt why
® Prtatp 5ta"=01 Govay Scwcr wh= no wag be permitted in Kullwillient lwrmus tltal.nmtetI In tilts 1mr
❑ Flov 53a2hady been tl<ocatsd in Pcrmn NumbM
❑ R€aaCa donor =pbC=cistnfcsiuiag w aCr with Ronew fbw cilpWtd
❑ Otba Mxphlnr ,_...
-Ft*M PTA 04 16 l'++r = .: t �

VII.
GRAVITY SEWER DESIGN CRITERIA (If Applicable), 0.T.0305 &: 1 Co r' µ r :
Summarize gravity sewer to be permuted
Size (Inehes)
Length (feet)
Nlnwrial
g"
233
DIP
g"
918
5DR 35 Pt'(
So
1,728
C900 PV(
i Section Il & III ofthe AIDC for Permitting of Gravity Sewers contains information related to dcsi+,;rt cntcrta
Section III coninins information related to minmtum slopes for gravity scwrris)
> Oversizing lines to meet minimum slope requirement is not allot%ed and a %iolationof the NIDC
VIIL PUMP STATION DESIGN CRITERIA (If Applicable) — 02T .0305 & %inc tpumu Stadons'Force Mulnsl:
COMPLETE FOR EACH PUMP STATION INCLUDED IN THIS PRO.IF.CT
1. Pump station numberar name
2. Approx imate Coord ina tes (Dec una I Degrees): Latitude: Longitude° -
3. Design flow ofthepump station: mdhons gallons perday(firm capacity)
A. Opera tionaIpotnt(s)ofthe pump(s); gallons per muiuteat —feet lotald)namlchead (TDID
S. Summatize the force main to he permitted (for this Pump Station):
Size (inches) Lengilt (feet) Material
6. Power reliability inaccordancewith 15ANCA[_'_n2L0305(hltI):
❑ Standby power source or pump %ith automatic activation and telemetry -15A NCAC 021' .0305(h)(l )(B)_
D Required for all pump stationswith an average daily flow greater than orcElua 110 15,000 ga lions per day
> Must be pemtanam to facility
Or if the pump station has an average daily flow less than 15,000 galions per day.
❑ Portablepowersource with manualactivation. quick-connectien receptacle and telemetry- 15AN'CAC 02T
.0305(h)(I XC)
or
❑ Portable pumping unit with plugged cmergcneypump connectionarid telemetry- ISANCACO2T.0305(h)(1xC):
D It shall be demonstrated to the Division that theportable 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 sta tions, a n evaluation of a 11 the pump stations'starag:
capacities and the rutattonschedule of the portable powersource or pump, including tm%eltunefmmes,sha11 be provided
to thecase ofa multiple station power outage.
FORM- FTA 04-1 G
Page 3 of 5
J

M SFTDACKS At SEPARATIONS — (020.0200 S 15A NCAC 02T.0305(f)):
1 Does the proJcct Comply with all separation found at ® Yes ❑ No
I' 15A NCAC 02T.0305(f) contains minimum
_ ___ ____ ...A _-r.r..- _ •--_,y-- ,u, ---.
Setback Patnmctee
iI m.
oration Rc uuvd
Storm sewers andothcrutilitres not listed below (vertical)
24 inches
Watermatns veltieal-wateroversewv:r includmit to benched trcrichesi
18 inches
Watermams onzontal
10 feet
Reciatmedwater lines vertical - rectaanedoversewtr)
19inches
Reclaimed water lincs orunntal-rscktanedovcraewtrl
:feet
"Any private orpublic watersupplysource, mcludng any vmlls, WS-1 w•atersofCiass I or
Class 11 impounded resmoint used ass source of drmktn water
100 feet
"Watemchtsairred WS (except WS-1 or R'5-V). B, SA, MV, IIQW, orSU from normal
h water or tide ekvauon) and wetlands sec acm IX?)
50 feet
"Any otherstmam, lake, unpoundmeat.orgtaund water lowering and surfacedrainage
ditches
10 feet
Any building foundation
5 feet
An basement
10 feet
ToR slope of embanktncnt oreutsof 2 feet or mote vcrttca l heght
10 feet
Dmmusc avr>sierusansln a tordmms
5 feet
Any owimmina.p9ols r , s
10 feet
Vuial earth gmde (veMr) i
36 inches
> 1IA NCPC 02T.0305fuieantainsal[cmatn•csw•bcro scpamlionsin I1IT.0305(flcannotbeachiercd
> •'Stream cl R&tittonscan be sdenufed using tltc Division's NC 5urface %ate-' C}sj, }tl,K4ta+ns wrhna ��
> IfnoncompUa L?cw,ah 02Tb305tflnr rei. sec Section X ofthts apphcatton
Does theproject complywith separation requirements for wetlands? (50 feet ol'separattnn) CR Ycs ❑ Na ❑ N!A
> See Oic Diviiion's Oah separation requtremenLE for situations %liere separation cannot he meet
> No %-ariancci!t*qutred if the ahemaLive dcsigt criteria spectticd is utilized in design and construction
D As built documents should reference the location of areas effected
Does the project comply with scibacks found in the rn-cr basin rules per JJA NCAC rti 610(i't ®1'cs ❑ No ❑ MA
> This would include Trout Buffered Streams per I SA NVA .t 202
Does the pmjcct require coveragclauthorization undera 404 Nationwide or ❑ Yes ® No
individualpeaanus or401 WatcrQuality Ccrttrrcations?
D information can be obtained from the 4QI & HUfj'crPerm min g Branch
Does project comply with 15ANCAC 02T.0105(c)(6 (additional pemtits/certifications)' ® Yes ❑ No
Per I SA NCAC 02T.0105(clf6l. directly related environmental permits ar certification applications are being prepared, have
been appbcd for, orhavebccn obtained. lssuanccofthis permit is contingent on issuance of dependent permits (erosion and
sedimentationcontrolplans, stormwatermanagement plans, etc.).
Dots this project include any sewer collection lines that are deemed "high -priority?"
Per LSAMAC MT.0402,"high-priority sewce* means -any aerialsewer, sewer contacting surface waters, siphon, or sewer
positioned parallel to streambanks that is subject to erosion that underm incsordetcriorates the sewer.
❑ Yes ® No ❑ NIA
> Ifyea, include an attachment with details for each line, including type (aerial fine, size, material and location)_
High priority lines shall he Inspected by the permittee or its representative at least once every six -months and Inspccdons
documented per 15A NCAC 02T.0403(a)(5) or the permitce's Individual System-%Vldc Collection permit.
FORM: FCA 04-16
Pa gc A o f 5

X. CENTIPICATIONS:
I [lots the submitted system comply with .ISABCAC_02T. the Nimim m W%M [.:into., fat the t'ermillmp,NUmn stal=
and the CniyiiySinyerMinimum Mennen Cnirna fIntemverstog asappltcabie?
® Yes ❑ No
If No. complete -and submu the Varianue/Ahemative13estgn Requesiappbcation(VADC 10-14)and supportutgdocumentsfor
tt:`k% "pro val of the reaucM 1 d grin E Ig iubmi tin he 17ililt and 592pgrdl d
2 Professional t-ngmeces Ceritficalion-,
1, .v1 attest that thisapplication for
(Professional Hn&ccr's name from Application Item I11-1 l
has been m%w%ed by me and is accurate, complete and consistent with the in€ortnattun supplied in the plans, specifications,
engineering ca lculitions, and all. other supporting documentation to the best of my knowledge I further attest that to the best
of my lnowledge the pmpased design has been prepared in accordance with the applicable regulations, Gmvay Sewer
hlmtnrum Design Grbetia for Gravity Sewers (latest vemnn), andtheMmtmum Design Criteria forthe Fast -Track 1'cnnill ins
of Pump Stations and Force Mains (latest version). Ahhough otherprofeaswnals may have developed certain portions of tilts
submiital packa Cc, inclusion of these materialsunder my signature and seal stgnifics that I have rrvtcuvd this matena! and
have judi d it to be consistent %Rh the proposed destbm
NOTE in accordance malt Cameral Statutes 143-215,6A and 143-215 6fi, any person who knowingly make any false
statement, mptesentatitnn,or ccnifteatton in any application package &hail be piety of a C1as5 2 misdcuicanor, which may
include a fine not to exceed S 10,000,as wtill as civil penalties up to S23,000 per violation ��a.surrreu„
North Carolina Prnfessinrial Engineer's scal,signaturr, and date: t 0� O SS/�(�•'•
2
SEAL 9r � iw
INE�Q
F — ii -Za
3- Applicant's Certlfieaum per I SA NCAC 027' .0106(b):
1, �a �.S I1 � l L �! i l,f t t� �� r .----. _. _ . attest that thisappltcation for
'� (-EP7L tune ] ho - name title from rtppitca ion Item 1.3 )
hasbeen reviewed by meand is accuratcandcomplete to the best of my knoulcdge I understand that if all required partsof
this application are not completed and that if all required supporting documentation and attachments are not included, this
apphcalion packageis subject to being ictunted as toLoulplete- 1 understand that anydischargc of nastcuater from this non -
dtscharge system tosurfacrwatersorthe land will result tnantmnicdutcenforccmcntactionthatmayincludecivil penalties,
injunctive mlwf, and orerimmaIprosecution 1 will make no claim against the Division omatcr Resources should condition
of this permit be violated I also understand that if all mquivcd partsofthis application package are not completed and t hat if
all required supporting informatwn and attachments are not included, this application package will be returned to me as
incomplete -
NOTE In accordagce wsth General Statutes 143-.115 6A and 143.215 613, any person who knowingly makes any faLsc
statement, repnesentatton, or ccrttfication in any application package shall be guilty of a Class 2 misdemeanor, which may
include a fine notto exceed S 10,000 as wvll ascn it penalties up to S25.000 per violation.
Date, 10�S�Q7
FORM FTA 04-16 Page 5 of S

O� WATFR State of North Carolina
Department of Environment and Natural Resources
Division of Water Quality
Zi
Flow Tracking/Acceptance for Sewer Extension Permit Applications
(FTSC 06-13)
Project Applicant Name: Town of Fu ua -Varina
Project Name for which flow is being requested: Johnson Pond Subdivision
!Yore than one ME may be required for a single project if the oµ ner of the WIMP is not responsible far all pump
stations along the route of the proposed wastewater flow
I. Complete this section only if you are the owner of the wastewater treatment plant.
a. NVWTP Facility Name: Terrible Creek MVNVfP
b. WWTP Facility Permit #: NC0066516
All flows are ht hIGD
c. WWTP facility's permitted flow- 3.000
d. Estimated obligated flow not yet tributary to the WWTP 0.721
e. WNVTP facility's actual avg. flow 1.152
f. Total flow for this specific request 0.017
g. Total actual and obligated flows to the facility 1.890
h. Percent of permitted flow used 63.00%
II. Complete this section for each pump station you are responsible for along the route of this
proposed wastewater flow.
List pump stations located between the project connection point and the W)XITP:
(A) (li) (C) (D)=(li+C) (E)=(A-D)
Design Obligated.
Pump Average Dail) Appror Not Yet Total Current
Station Firm Floe** Current Avg Tributar}- Flow Plus
(Name or Capacity,* (Firm 1 pt), Daily Flow, Dail- Flow, Obligated Available
Number) MGD MGD MGD MGD Flow Capacity***
* The Firm Capacity orany pump station is defined as the maximum pumped slow that
can be achieved with the largest pump taken out or service.
** Design Average Daily Flow is the firm capacity- orthe pump station divided by a peaking
factor (po not less than 2.5.
*** A Planning Assessment Addendum shall he attached for each pump station located
between the project connection point and the NV%NTP where the Available Capacity is < 0.
Page 1 of 6
FTSL 06-13

Certification Statement:
I Jay T. Meyers, P.E. Public Utilities certify to the best of my knowledge that the addition of
Director
the volume of %%mste%+-ater to be permitted in this project has been evaluated along the route to the
receiving NNaste%Nater treatment facility and that the flow from this project is not anticipated to
cause any capacity related sanitary sewer o%-erflo,.►-s 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 abot-e 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 «astewater flow.
Date
Page 2 of 6

-410 WithersRavenel
NoOur People Your Success
September 21, 2020
Attn: Ted Cashion / Jason Robinson
NCDEQ - DWR
3800 (Barrett Dr.
Raleigh, NC 27609
RE: Johnson Pond Sewer Permit
Dear Sir or Madam:
Ile Dept e£Environmental Q+j.Alty
SEp?i2M
l f ci& R.c&lw conics
This letter is to serve as a request to permit the collection system extension for a residential development
in Fuquay-Varina in Wake County- The site is located on the west side of Johnson Pond Road, southwest
of its intersection with Whitted Road in Fuquay-Varina, NC. The sewer will serve the residential
development known as the Johnson Pond Subdivision. Approximately 2,879 LF of 8-inch C900 PVC, SDR
35 PVC & DIP sanitary sewer lines that will tie into the downstream collection system already permitted in
WQ0036711. Attached please find the application with fee, an original and a copy of the FTA 04-16. FTSE
04-16, and site maps for your review and approval.
Our submittal package Includes the following:
2 - Fast Track Sewer System Extension Application
2 - Flow Tracking Acceptance for Sewer Extension Permit Application
2 - DWQ Watershed Classification
2 - USGS Quad Maps
2 - Aerial Maps
2 - Flow Reduction Letter for the Town of Fuquay-Varina
1- $480.00 Review Fee
If you have any questions or need any additional information, please feel free to contact me at 919-469-
3340.
Sincerely
WithersRavenel
Debbi Ferm
Project Manager
115 MacKenan Drive; Cary, NC 27511
t 919.A69 3340. f- 919 467 6048 ' vsvrx withersravenel com , license No C-0832
Cary Grewsbom ; P+ttsboro Raleigh I Wilmington

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GRAPHIC SCALE
° 1000 20M
a + ? 1 i inch - 2000 h
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PROJECT LOCATION
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State 01 North Carolina
Department of Environment
and Natural Resources
Division of Water Quality
Michael F. Easley, Governor
William G. Ross Jr., Secretary
Gregory J. Thorpe, Ph.D., Acting Director
November 7, 2001
Mr. Michael A. Allway, Assistant Town Manager
Town of Fuquay-Varina
401 Old Honeycutt Road
Fuquay-Varina, North Carolina 27526
Subject:
Dear Mr. Allwav_
NCDENR
NORTH CAROWNA DEPARTMENT OF
ENWRONMENT ANC) NATURAL RESOURCES
4-4 `lam
rMadpw v-Vattrra
Town of Fuquay-Varina
Flow Reduction Approval
Wake County
On September 10. 2001, the Division of Water Quality Non Discharge Petmittin2 Unit received your
flow reduction request for future and present. but not yet tributary, single-family dwellings in the Town of
Fuquay-Varina. The letter requests approval of a residential flow value of 220 GPD/residence for these
dwellings.
The information provided water use information for 2000 and actual daily waste water flow recordings
for their peak month of May. Other supporting data was provided. The evaluation co%cred 90 homes that are
representative of the subdivisions in Fuquay-Varina in accordance with 15A NCAC 2H .02 19(1)(3).
Based on the information submitted. the Division hereby approves the use of 75 GPD per bedroom
per dwelling for residential units (225 GPD per three bedroom home) in all applicable non -discharge permit
applications for future sewer line extensions and present. but nor yet tributary projects for the Town of Fuquay-
Varma. The Division did note that the average flow per residence in February 2000 was 27 I GPD. Regardless
of the Aditfcred ripe;cm rth;ry timer.,,. t- n-... ­ _. __ ... —_ _.
downstream.9-f-mw %wer ex en ' n.
Please submit a separate letter to the Raleigh Regional Office that requests flow reductions for
specific previously permitted projects (indicate permit number, 2roject names_Permitted flow, new floes,
wade c tion_and t g41:f erence 6eiween them). If you have any questions or comments regarding this
matter, please contact Marie Doklovic at [phone] ext. 371.
Since i
C'
Gregory J. Thorpe. Ph.D.
cc: Raleigh Regional Office
Flow Reduction File
1617 Marl Service Center. Raleigh. North Carolina 27699-1617 Telephone [phone] Fax 919-715.(,W8
An Equal Opportunity Aftrrm uve Action Employer 50% rMycled1109' past -consumer paper