WQ0042066_Application (FTSE)_20201020

P Mate of North Carolina
WR
Department of 1{.nvirunmontal Quality
Ui► ision of 1�aEcr Resources
l7lvlsltsa of Waiter Resources 158 NCAC: 021 .03011 �- FAST-1 I4ACK SF.�1 Ell SIWI M N XTENSION APllLWATION
I-lA 04.16.& Slit I OR -PING DOCUMENTATION
Application Number: h% IM KI
All_ilcros must be completed or [lie amAicalion Hill he relurued
1. APPLICANT INFORMATION
I Applicant's name. Toun of Spring 11.- iXiS (Company, municipahl}, I I0,1, utility, etc )
Applicant type ❑ Individual ❑ Corporation ❑ Gcncral Partnership
❑ Federal ❑ State t.-ouri* 0 Municipal
3 Signature aulhorily's name- Ja� Kiiji per 1 Sri NC AC 02 r _Q lnti(h►
1 it It- 3 own Nianat_er
4 Applicant's mailing; address- 118 % Railroadd Sl
Cit).5 ri o e Stale. iC Lip =-SN"
5 Applicant's contact information.
Phone number (=) M-I¢ Email Address ihkim a'snnnehnt+c,net
❑ I'ri►atrly-it►►Tied Public t tility
Cl tither
11. PROJECT INFORMATION:
I Project name: WgInut Corr Subdivision at Spine 112m
2 Applicatiortll'roject status: ® Proposed (New Permit) ❑ Existing Petmitf tnject
I f a modification, pro► idc the existing permit number WQ00- . and issued date;
II'new construction but part of a master plan, pro%ide the existing permit member W000
3 Couniti where project is located. Nq6sb
4- Approximate Coordinates (Decimal Degrees); Latitude' 35.9593 Longitude--78.1142'
5 Parcel ID(ifapplicabley ;120024.0049540975�
(or Parcel ID to closest dmvitstrcain sewer)
Ill. CONSULTANT INFORMATION:
I- Professional Engineer: J. MlchaslSocks License Number: 19843
I. inn- Stocks l:n'inecrin P
Mailing address: 'O Box 1 1088
Cily: Nashvilli State NQ Zip:2¢._
Phone number: (25,71) 459-gad Email Address. a
I%'. "ASTE%4 ATER TREATMENT FACILITY (W A TF) INFORMATION:
I facility Name: Spring Hopg Permit Number.NC:00il1'Qbl
Owner Name, Tow orWas
�'. RECEIVING DOWNSTREAM SEWER INFORMATION Of different than WWrF):
I Permit Number(s). WQUjgkVh% downsuvam (Receiving) Sewer Size, I inch
Systern Wide Collection System Permit Nttmbei(s) (if nPPl1e2bI0 WQCSQM
0%mar Name(s): IM of �rxm& qW
M
FORM- l'TA 0 -16
Page 1. of 5 F

%1.
( F1l;RAL RE Qt IRE Atl•-iiv"i'ti
I if the Applicant is a Prtsatcl)-Chsncd Public I.Jliht). Itns a Certtiicale of I'ublii. Contrnrcncc and Neccasii) bccn atlac}icd"
❑ Yes ONO ON A
If tits Applicant is a 1)c%elaper of lots to be %old. tins a s s 1 i r tuammF)1 1 ] hczn attached'
❑ Ycs ❑No ON A
3 If the Applicant is a Iiiii Proia 'r o 0i mat Amellict 'I 4 . lirlsi been atLactied"
❑ Ycs ❑No (DWA
a Origin of wastrssater (OCCL all that appt) )
5
7
a
© Residential 0%ncd ❑ Retail (stores, ccmcn, malls) ❑ Car Wasti
❑ Residential Leased ❑ RCLuI w rtit food prcparation-Wrvice ❑ ) lute) and tir Mntcls
❑ tichool prmchool - da) care ❑ Medical ' dental 4eicrman I:icihttcs ❑ I;wimrning Pool C)ubltousc
❑ i cvxl and drink fnciltucs ❑ Church ❑ S" inunmg I'uut I iltrr liacl,wash
❑ Businesses offices factories ❑ Nursing }Tonic ❑ Other (I )tplain in Allachnicnt)
tiaturc of uas%c%salCr l00°a DamcsllC CurrimCrcial _,,,, °° ('t,mltiCfClal
°. industrial 15C p3l .n►t►� mot► }
—i* Is there n Pretreatment Program in effect" ❑ Ycs ❑ No
lies a Ilosr reduction tiCen npprasctl under 5 0" 11 d ' ❑ Yes 0 No
r irs nnidc o cu is f flow reduction a irosat icttcr
Summanzc ";utr%i generated b) project
EatablishmCnt Type (see 02"17.0114I
Single I -an il) Residential
Dail) Design Flo" °a' I1n, or Uli Flu"
160 gal unit
47
16.11 GPD
gttl
GPD
gal.,
GPD
PI,
GI'D
gaV
GPD
Ilan
GPD
Tani)
16.920 GPD
a Sec 12& NCAC 021 t)I 13fh1. (d). (eH I I and_ .(cP- for caveats to wastewater design flow rates (i.c, minimlun now per
&cllmg, prapascd unknown non-residential development uses; public seem facilities located near high public use areas.
and residential propert) located south or cast of the Atlantic Intracoastal Waterway to be used as vttcation rentals as defined
to ti a a -3
b liar I;A NCAC 02T 0114(c), deign flow rates for establishments not identified [in table ISA NCAC 02T.01141 shall be
determined using available flaw data, waier using fimtures, occupancy or oprsation potems, and other measured data.
µ astew aler generated b) project 16,920 GlID (per I SA HQ6Q02T .0114
Do not include future Ilo"7sor pres'tously permitted alit ations
If penruard fluty is zcro, indicate A lt}
❑ pump station or Gmvu) Sewer where flow will be permitted in sub"vent permits that connect to this line
❑ Floe has already been allocated in Permit Numbcr
❑ Rehilmilamtoa or replacement of cxiamg sewer with no new now rxlxctrd
❑ Other (['ssplain) — .
E
rO M Fi'A 04-16
2 of
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• It, GRAN IT1 SF'WI'R Dr -SIGN CRI'l l RIA fif Applicable) -0'1' p 05 X MOC It.ra%it► %essen
) Sum�tturuc gr:t►uy scurr lu I,c perrnturd
Stu Baehr+)
lxnetlt (lec(t
51ilerial
R
21.210
S1)R ,1S Pv('
R
IAN
IllP T
lwdjon II S 111 or the A11)C for i'crmitttng of Lira►Hy Sn►cr%contain infomrmtiun rctatcd to design criteria
%cttit.ot III contains information rtlatcd to ounimum stops% for gravity scucrl%)
0%cretnng lines to mccl minimum slope requirement i% nut atlut+cd and a ►iulztion of flier MDC
III. I't MPS 1 AT10\ I)I'-%ICN CRITERIA (l(Applicahlc) - 02T .1130d MW iPumn SteflnnsrForcE NIBin►);
Cntirl'I.I:TF FOR F AC'II PUNIl' STAT11)N I.NC LUM.1) 1% Till% PitO.IFt'I
I I'tunp station number or name
AppruttmatcC-uordtnatC%(I)cctmailkgrecs) Latitude _1_ Lonittudc -.. .
3 1]ntgn flu% of the pump station mtlltun.s gallons per day I firm c2Nctty )
4 Operational potni(si of tl►e purnp(s) gallon% per minute at _ .- feel total dynamic head f 11111)
Summartrr the force main to he permitted (tier this Pump Sutton)
Silo (lnche►I Length (feet) Material
6 Power reliability 1n acconlancc with ,I SA NCAC 02 F _030 11of 11
❑ Standby power source or pump with to tatna w activation and telemetry - 13A NCAC 021 0305(h)(1)(B),
Required for all pump taauans with an urenge dail) f1im greater than or equal to IS.000 Salkm Per day
Must be permanent to facility
Or if the pump station has an average daily flow kw than 13.000 Sa.ltons per day
❑ Po=ble power source with rnafttlal aClivatton. quirk aatuteclwn feeeptsck told tekttteny - ISA NCAG02T
0305(lig I XCl
or
❑ Pat2W PUMPkS Unit with Plttpgad trmrrgsacy PUMP WMCCbM turd l9kme113r- ISA NCAI 82T b30S(1XI XC1:.
r it shall be dw=wraed to the Division that tltr Portable Umtre Is owned or coolrUW by the applicm,(ftft sr=netu)
and n emparhle wilb the itatlom
! rdse portabk pmv sat me or pump is t1exbomW to mWupk pmap 1xwam!k, an evouatton orall the purr 0 vtl= scamper
tatipacttia er,d dw nudon stltedu a of the p"bk powu m urcc a ptmtp. m�ciudtrtg travel Ur ttbtpr m %Wf be pmvmd
ba the cm of rztdipk nation pcmvr otrLW
FORM VrA 4 16 3 of 3

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�. CERTIFICATIONS:
I Does the submitted system comply with lSA, NCAj: )�_'+T., the Minimum Ek,5ipri Criteria I'ur the Permilling of Pump tail n
d Force Mains (lat t version) -and the CraviD Sewer Minimum Design Criteria (latest version as applicable''
® Yes ❑ No
IfNo, complete and submit the Varianccleklteraattre Design Request application (VADC 10-14) and supporting documents for
rer iew. Approval of the reQuest Is r uirrd rior to submittal f the Fnst Traci. A lication an su _,partingd uments.
2 Professional Engineer's Certification:
attest that this application for
(Profektional Engineer's name from Application item 111.I.)
has been rc%aewed 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 C riteria for Gra► it) Sewers (latest %crsron), and the Minimum Design Criteria for the Fast -Track Permitting
of Pump Stations and Force Mains (latest version) Although other professionals may have developed cesiain portions ofthis
submittal package, inclusion of these materials under m) signature and seal signifies that 1 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 143-215.6H, any person who knowingly mad= any fltlse
statement, representation, or certification in any application package shall be guilty of a Class 2 misdemeanor, which may
include a I'me not to exceed S 10,000, as well as civil penalties up to S?5,000 per violation.
North Carolina Professional Engineer's seal, signature, and date: ZH Q1!R6
s�ssss+sti i
n SEAL,
�8843
EL
3. Applicant's Cettificadon per 15A NCAC 02T .0146(b):
d, Ole— ; t _ eaest data thh,Rppp,1kz i= for
(Signamm Authority's name dt We-tintn Applrmtion pent U.)
has been reviewed by me and is accurate and complete to the best of my knowk e. I =dc ,=nd'tluk if all roqui;ieti pmriff of
this application are not completed and that if all required supporting dou ms mmtrou and attachmems are tsar lacludecL this
application pw3mge is subject to being returned as incomplete_ l ttadkrviAnd-that any discharge:of wastewaoa fi= this ante
discharge system to surface waters or the land %vUresult in an krunediate cnforceme nt ttetion thw. may hwlude civil penahies,
injunctive relief, andfor criminal prosecution. I wiltmak6 no claim against theDMsiatt of Water Reaaw=s shoulder eondium
of this permit be violated. I also understand that if all required parts of this application pac a ge are not. amap1letedimnid am if
all required supporting information and attachumts are not i whiled, this application > will be rtuancd to the as
incomplete_
NOTE In accordance with Gerieral Statutes ..143.1 S.GI�i and .143.2j5.% mW pencil wlto kww irtgly mAn. cage wse
statement, representation, or ardfit:adoo in any application package shall be gAty of a Um m 2 a2]•s4, which may
include a fine not to exceed 510,000 stwelLas eW.p=%hk3-up to Y35�'A par viok►ti oa.
FORM: FTA 04-16 Pw s of t

I171711FA ()F rl-,RA rSMjrI71 '. I'
J Michael Stocks, PE
252 903 6891
Stocks Engineering, PA
PO Box 1106
Nashville, NC 27856
252 459 8196
J Kevin Varne#I
252 382 0012
To Ted Cashion
Job Aim 20i9-087
_ _ _ _ ._
NCDEQ-DWQ
Job Name: Walnut Cove Subdivision
3800 Barrett Drive, Suite 101
Raleigh, NC 27609
Date: 10l19l20
Phone: 919-791-d252 i Overnight
"° Sent By: J Ethan Averette
N
L
Wb are sending you the lollomng
Ll EC Plans ❑ Prints/Plans
0 Construction Plat ❑ Site Plan Drawings
❑ Computer Disk
❑ Contracts x Permit Applications
0 Site Work Calculations 13
These are transmitted as chocked below
x For Approval ❑ As Discussed
❑ For Your File ❑ As Requested
© For Your Use
0 For Review and Comment
O For Your Signature, then retum to
�. .
Copies f Data
+,.
2
2
10119120
10/19120
10119120
2
2
1oil 9R0
2
1
10119/20
1alwa
LJ
Descrfpdon
Fast Track Sewer Application
Flow TrackinglAcceptance for Sewer Extension Applications
USG5 Map with kmation of site shown
Street Map of Surrounding Area
Sewer Project Narmbve
.Permit Fee Chcwk

State of North Carolina
Department of Environmental Quality
U
Division of Water Resources
�WO-111,
Dtvlston of water $esaurxes Flog Tracking for Sew er Extension Applications
WTSF 10-18)
Entity Requesting Allocation: Town of Spring 1 lope
Project Name for which flow is being; requested: Walnut Cove Subdivision at Spring I (� oEc
Afore than one FTSE maybe requlredfor a single project !f the owner of the 11'!!TP h not respunslhlefor all Pump
stations along the route of the prrrposeif wastewater flow.
I. Complete this section only if you are the owner of the wwilewater treatment plant.
a. WWTP Facility Name: Spong Hu a WWI P
CJ
b. WWTP Facility Permit #: NCO020061
5
o=
All flows tire ht hIGD
�r
c. WWTP facility's permitted flow 0.40 (0 330 Built)
E
o
d. Estimated obligated flow not yet tributary to the WNkr['P 0.0
';
"'
e. WWTP facility's actual avg. flow 0.1308
Total flow. for this specific request 0.01692
°
CD
g. Total actual and obligated flows to the facility 0.14932
h. Percent of permitted flow used 37.3° o
IL 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 VAV 17P:
(A)
(0)
(C)
(D)n(Q+C)
(E)—(A-D)
Design
Average
Apprcm
Obligated,
Fatal
Pump
Daily
Current
Not Yet
Current
Pump Station
Station
Firm
Flow"
Avg. Daily
Tributary
Flow Plu.-
(Name or
Permit
Capacity, '
(Firm; pi),
Flow,
Daily Plow,
Obligated
Available
Number)
No,
MOD
MOD
MOD
MGD
Flow
Capacity"*
Montgomery
Unknown
0.432
0.173
0.078
0
0.078
0.095
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. betop
(pf) not less than 2.51 per Section 2.02(A)(4)(c) of the Minimum Design Criteria.
m" A Planning Assessment Addendum shall be allubed for each pump station kmmted
belxreen the project connection point and the UIN TP where the Avsdlable Gapacity is a 0.
Down.stmanfa cility Name(';ewer), 5 ri Het "ilk
Downstream Permit Number' NC'002001
4
Page 1 of 6

Ill. Certification Statement:
I Jae Kim certify to the best of my knowledge that the addition of
the volurn of waste-omter to be permitted in this project has been evaluated Along the route to the receiving
%astewater treatment facility and that the flo,.%- from this project is not anticipated to cause any capacity
related sanitary sevver overflows or overburden any downstream pump station en route to the receiving
treatment plant under normal circumstances, siren the implementation of the planned improvements
identified in the planning assessment where applicable_ This analysis has been performed in uccordanec
with local established policies and procedures using the best available data.11iis certification applies to
those items listed above in Sections I and 11 plus all attached planning assessment addendums fir -.which I
am the responsible part). Signature of this form certifies that the receiving collection system or treatment
works has adequate capacity to transport and treat the proposed new wustc titer.
Signing
of Signing
/o - iy- zd
vote

Serer Project Narrative
For
Walnut Cove Subdivision
The Walnut Core Subdivision at Spring Hope is a residential development that consists
of 47 Iots and %gill be located on a 21_24 Ac., parcel. The wastewater generated b} this
residential area was calculated using the NC AC 02'r daily [low of 120 gal/day per
bedroom. There are 3 bedrooms per lot bringing the Bail} floe for the project to be
16,920 GPD, It ►till consist of 1000-o residential flow. the sewer system will be
constructed of approximately 2210 LIT of 8-inch SDR-35 PVC and 198 LF of 8-inch
DIP gravity sewer line including fourteen new manholes. The wastewater treatment
plant facility that will be handling this flow is the Spring Hope WWTr (Permit if NC
0020061). The permitted flow for the WWTF is 0.4 MGD and after the allocation of the
Walnut Cove Subdivision's flow the WWTF will operate at 37.3% of its total capacity_

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