WQ0032516_Regional Office Historical File Pre 2018

(1W
Pertilli
(:).f EnvinDnrffi:q1, -
is..;deen recilcron.
oftectc.,,f
Atiwist 2.20[1
Ms. .Mic„hele R ni th, ii Administrator
Town of Hnrisburg
1“). Box 100
Harrisburg. North Carolina 28075
Stibicet: Porrnit No, W()003251 6 (Ma -lineation)
17..4i.cige Pointe- Pil)se,s
Wastewater Coll.cction ISySternEXItelltitolit
CabarTuS COttifty, NOrat Caralittel
Dear M. Rcipciil:
ax.,:cordariee vitil, yourippiReation received, on u 201 c are 1,orwardin,;
No,\V()003 .25:1 6, dated AuguSt 2. 201 1, to tlic Town of. HarCsburg IN the construcf ion and
operation of subjef.' -xasiewate; c.:,ollection system extension. Thi.s permit shall bel1ccEi from
daie of:issuance until re.,cirided, sbii II be subject to the conditioro; and mitations as .,,;pecifickl
.therein l 10 Goya. Ietter shall 'be considered, a part. (if this permit Lind is therefore Utoorporatod therein by
retillrerice„
Pie,-;,:tsk„' pay particular attention to rerinit Cionditii„gii which r,...quires that the wastewater
collection facili0les proper'iy openitod and maintained in ...i.ccoidaucc \\rith 1
NC,AC, ,0,103 or any
individual systcm-wid,2 coned:ion Syttetem pernit issued to ihe
Perrilitiong thi'.; project doe, 1 1 1 1 1 1 iitY any part of project 'lltat (ices
not [fleet 1) 2T: 2) 1 i \\ 1 Gravity Min:„Inun,
1)esig11 (2:riteyia 01 re,brtnry- 1)..)(), as app1ica1ic,:3) 1)0v1sions .1..)es4n1
CrIteria .ror tile, Fast olCk cd Pump oAd ..ror(ic0 1 adopted lobe I, 20OG, as
apttliCable, spot-Ott:any mentiof.w.d 111 1 1I 1,0,;,,tnce ihe
eertifteation provided let, ItIortb cabeittlashtto eted Habbeet.storad lItIngtortIr ittiltest epteliCabitteb btI
prOiLA
criteria and ruks, FaH•rt.,'„10corell..11y tnity testiit in penalties in occonllarice with Not ta Carolina General
Slat:ate II:,1043-III5,(te% tosclustb ItI,14:3-2TICtetter ecrisiruction ad.ii,,,jonal or r,„,-placx.-clent \\Iaste\vatcr
collertion. ;:ind;or reforTal1 11 10 Gar, dula-licermA PreelbSsionat Isitqbat„btr Cfic licensing
board.
„NatUtalqj
!silly:sae!, est ebe

to the Town o1 Harrisburg [or
inch. gravity
existi
p Stations and Force Maims ad
t wl #il .d and approved by. die Departs:
rt of this permit,
. 40 linear I
n stic. r,: ste
0 the al, plitiation r c
s rover° liriirttum 1 e.µ
tteus De,s]e Cr tent tt t
as applicable; and c .
Assessing subsequent impz ets to the downstream collection system and treatment
;y is the complete responsibility of the Water and Sewer Authority of Cabarrrus County
CCt). The (WSACC) r as' intilize whatever tracking tools necessary for planning additions
ow in order to maintain compliance with the WWTP permitted limits and the
09 permit requirements.
Assessing subsequent impacts to tine downstream collecsystem ary l treatment
facility is the complete responsibility of the Town of Harrisburg. The Town oat il- rrisburg must
utilize whatever tracking tools necessary fur planning additions of sewer flow in order to
maintain compliance with the W TP permitted limits and the WQCS00323 permit rer uircrraents.
Raleigh.
7
d in this perr7pit are unacceptable.
.st it.l rrt 30 days ib ilb. winlig recc
it, to t'lt<apter 1,
r0 bin(

NORTH CAROLINA
ENVI'R(NNit"ENTAE,. M. "1NAGEME T COMMtSStON
DEPARTMENTOF E NVlRONMa NT AN[) NATURAL RESOURCES
.DES
RALEIGN
ASTEWATER COL L - 7,TION SYSTEM EXTENSt PERMIT (Mt:FDIFt AT)GN$
This permit shall be effective from the date of issr•aance until
following specified conditions and `;mitations:
subject to the
This permit she ? become voidabte unless the wastewater collection facilities are constructed in
accordance with the cond tions of this pert it; 15,A NCAC 2T; the Division of Water Cualit '
(Division) Gravity Sewer Minimum Design Criteria adopted February 12, 1996, as applicable; tlae
Division's Minimum Design Criteria for the Fast -Track Permitting of Pump Stations and Force
Mains adopted June 1, 2000, as applicable: and other. supporting materials unless specifically
mentioned herein.
This permit shall he r:ffecf: ve only wit
application and other supporting data.
The wastewater collection fac
F'ermittee shall maintain comp
operation and maintenance
permit is not required, the tollowwwing
O,t03:
tt
respect to the nature are and volume of wastes descr bed in the
propel-1 maintain 'I and operated at all times,
ndividual system -wide collection system per mi
s ?(ll;ir`ed f;y fx NCAC 2T .t 403. if an individual
ce criteria rstn it i aat et as provided •< t °5A NCAC
The sewer system shall be effectively maintained a_,
discharge to land or surface waters, and any contra,:vention a f t e groove'`
1 aA NCAC, 2L. ;0200 or the surface water standards in 1 f7A N ;AC 2B .0200.
A reap of the sewer system shall be developed and shall be actively maintained
An operation and maintenance plan snail be developed and implemented;
Pump stations that are not connected to a to ernet''
365 days per yei_3r). Pump stations that are connect
inspg}e. tp d at east once per week. yY
Sh b spee'
r. :..•.,..n' €:d# t �"�.'u5, i pace fi:='V.
A general t
tfls ectrj l and rnrt,ntenaric ice
O ,`4'•i': rfiitays a rr d . `f�G
..
North Cx
to prevent
standards in
specte t every dt~a`a� 0
etern shy i
shy*A
system , l iaai :: r t.,.. F it.€ t tr` a t it' a once per yG
ill be maintained for period riod of et least three years.
rtec to the aappre
.>115.1C.

4 This permit shall not be transfera1e. In the event there is a desire for the wastewater collection.
facilities to change ownership, or there is a name change of the Permittee, a formal permit request
shall be submitted to the Division accompanied by documentation from the parties involved, and
other irimiiporaeg rapterinlis rtitt may bit"! appropriate, The rt")eurovial sit Mir; request priall loiiii
considered on its merits 'and rifray or rittey not be approved.
Construction of the gravity sewers, puma stations, and force mains shall be scheduled so tits riot to
interrupt seniice by the existing utilities nor result in an overflow or bypass discharge ef Wastewater
to the surface waters of the State,
6 PE. 15A NOAC, 2T .0116, upon completion, of construction and prior to operation of these
permitted facilities., the completed Engineering Certification form attached to This permit shall be
submitted with the required supporting documents to the address provided on 0 form A complete
certification is one where the fOrrn is fully executed and the supporting documents are provided as
applicable.
7, A copy ryi the construction record drawings shall be maintained on 'ile lay the Permittee for the life
of the wastewater collection facilities,
8. Failure to abide by the conditions and limitations centered in this permiti 15P, NCAC '2Ii the
Divisions G1:77)\/ty Sewer Desiun Criteria adopted February 12, 1996 as applicable; the Dion's
Minimum Design Criteria for the Fastrairack Permitting of Pump Station and Force Mains adopted
June 1, 2000 as applicable, and other supporting materials may subject the Perrnittee to an
enforcement action, by the DiViSi011, in accordance with North Carolina General Statutes §14:3
215,6A thret„!gh F,J43-215.6Ce
9.. In .the event that the wastewater collection facilities fail lto perform satisfactorily, including the
creation of nuisance conditions, the Pei mittee shall 'take immediate correctlVe action, including
those as may be required by this Division, such as the construction of ,tdditional or replacement
facilities.
10. The issuance of this permit shall not ,'..eitriiitt the Permittee from cornplying with any and all
statutes, rules, regulations, or ordinances that may be imposed by other govi'5ninent agencies
(lortal, state and federal) which have jurist:fiction, n:Aiding but not limited to applicable river buffer
rules in 15,A NCAC 2E3 .0200, erosion and sedinientatioil control reqfrirements in 15A NCAC Ch,
and under the Divisiot I's General Permit rQf,,::i,::;.o 1 0000, and any riiaq„,iiriemeills pertaining to wetlands
under 15A N C AC 20 .ir)200 and ' fiA NCAC el , (.-i',i5
11, Noncomplierice Notification',
'The Permitteet shall verbally reirpert to a Drvision of V\i/a.titiiiit Quality employeiti et the Mool",'SVide
liegional Office, telephone rem-it:ire niiiiitili) 663-12699, eis soon as passible but in no case more Man
21 hours or on the next Rio irtrig aryy, following the occurrensie 0 "irst knosyledge of the occueence!
of either of the fiellowiner
o Any process unit failure, clue tci known or unktrievyn reasons, that tenders the facility incapable
nt aciediti3te wastewater tianisport, stick as racchanical or ialr_iictrical filaiures of purnps, line
blockage or breakage, etc., or
b. Any failure of a pumping station or eavver l-ine resuhrig in a 1-riyTaies directly' to receav c3, via.:iters
iitvithout treatment of Elk or any peMoo of 0he iefhiirent to fiairia station or facility.

Beet:re/ eeteet,
tie -ter
1int-1h litheritteartiTtittint hahrlitittiumartni, nor) it\tattittutal ilithintittitrettilth
Ditt'htitYJ -:::,tr;;t1
H.
DlrittreiCtil
Ms, Michele Reapstnikh, Town AdrniniArator
To°,,vrt of Harrisburg
Box .100
Harrisburg, Nurth Carol itu- 28075
Ms„
August 2, 2011
Dee iiircietrititen
Secretary
Subject: Perrnit N c WQ 0032,516 o diflcitl ion)
Bridge Pointe- Pir,Bcs 3-4
Wastowater Collection System
Cabarras Coh.rto:„ North C,itrolirra
In accorlirne with your 011 received July 2 6 , 201 1 carc:, ardin!,„:, herewith
Permit No.W()00:32516, dated August 2, 2011, to the 'Town or Harrisburg for the cos ta,',,tion1
operation of the subjec( wastewater collection system extension, This permit shall be difecti0 f rani the
(Lite of issuance dntil ieseinded, arid sfa;:;11 be subject to iihe conditions and halt1 oiotitt Fled
therein, This ccyver letter shall bc consi,lored i part of this perinil ind P lwaa-:-Allore i0cor.;)0fate,1 ilktr(an by
reference,.
Please pay particular atuAition to ll'errnit C:ohdition 3 'Witt
collection flied:Files he properly operated ind rriainu-iiiled in ICCOrdatiCt:t Wi 01 N C .0-1013 or .,1,rry
individual systeui-wido collection. sy'stern perrilla 1 1L-a,a the Paithittt,,ite,
Pertnit4Jug of thiti pn lect does i-o„).t constitute ar f'!cceptanc,..s.01 11. 1 1 111 pt"ojcc-1, Illat does
1„1ivision of WiEurA (1)ivission) \„,lio.Lnrofri
Desigy-t adopteC': .February 112, 1996, us appl,L„aLle; 3) i.mri Miniruurn
(..„",riiora for tb,,- Fasi-Track Purnp Stailirius and 1 1 lune 1,, ?MO, as
applit„%lble, 1ft„.A.1.6onc,,1 rein., V iStOri apprittrt,tat Itthtthtti o'h tIetttttrtktalit:te
atrtificr,ition provkk:ct lisr a. North Carolina.-.Ht„....ensed 'oressirmal1 1 11 0 dl
111 1 1iu2es p,:ojc,"1 t..httCH hut hophophoutt tuothrti.t
criteria and rides, l'a„Hure to compl:v may .res.!Pi in perriHies '1.1,71-.,ordauce wid] .N:orth („it.rterri
143-215,6A through t:,,ittU3,--21:thttttt, contittritc ,on of 01111ict:0[1,j or rerirchKtritt WaStitt-tt'ata
cOLleCtiOn lhatititttS, andlOr tty tt:trral or the NOrth Ctthithiltt.-ItttettSed Prtt hat JE.Jneer
bo;:lrd
().,T
1tA1na
;Ali/10'174
6i0 1.;.1s1 f,„!cr,i At.,„ Siiiw '301
',trtha'titt th]

Me,Reapsmeh
Page 2
Augest 2, 2011
In aceordrince wid.i1hc pre\rirjobs 2 2,13ChE1pter 143, (;(2i1,21a; Statutos Nrcoh
Carolina us inended, arid caber appli 1..„.10 Rules, and J„':.egulations perunri,sion is hereby grained
to the lf own of Harrisburg for the construction anal operation of approximately 7,940 linear feel of 8-
inch gra\ 'ty sewer a.r1,1 the discharge of 1.9,800 gallons per day of collected ,.ioniestic wastewater into the
'Town of 1.1arrisburg existing sewerage system, pin uant to the application received July 26, 2011, and in
conformity with 15A NCAC 2 1. the Division's Gravity Sewer \jinimum DeSign Criteria adopted
February 12, 1996, as applicable; the, Division's Minimum Design Criteria for the Fast-lFracix Permitting
of Puiup Stations and Force Mains adopted June it, 2000, as applicable; and other pporting data
subse,',..pently filed and approved by the Department of EmYiroturent. and Natural Resources anil
considered a part of this permit.
The sewag,c and wastewiter collected by this system shall he treated in the Rocky River
R.cgienal Wastewater Treatment plant ww-TP (NPDES No.NC003.62(9) prior to being discharged into
the receiving stream.
Assessing subsequent impacts to the downstream co lection system arid treatment
feacifity is the complete responsibility of the Water and Sewer Authority of Cabarrus County
(VVSACC). The (WSACC), most utilize whatever tracking tools necessary for planning additions
of sewer flow in order t maintain compliance with the WWTP permitted limits and the,
WQC800009 permit requirements.
Assessing subsequent impacts to the downstream collection system and treatment
facility is the complete responsibility of the Town of Harrisburg. The 'Lawn of Harrisburg must
utilize vvaatever tracking took necessary for planning additions of sewer flow in order to
maintain compliance with the VVWTP permitted limits and the WQCS00328 permit requirements,
11 in parts, requirennents, or limitations 014 1 IIL 4 in this permit are unacceptable, you.
.right to request an adjudicator.); h.e.i.ring upon written request, within '30 clays folio \viag .reeeipt of this
permit. This request must be in the. Corm of a writ( petition, conforn)ing to Chaptex 15013 of North
Carolina General Statutes, and tiled wifla the Of lice of .Administrittive Heztrings, 0714 Ntail
Center, Raleigh, N(.7. 27699-6714., Unless such demands L',.fre made, this permit shall bc:', final atid binding.
if you need add tional information coro(:Tning -this (natter, t-tlease cow ,,ct Samar .o.'„nt-(:ihazaIe at
(704 't 663- 699,
ince(
Y,
Jag Cii) leseil 11. aId nS
cc: \i 4 5\ 410Regional Office, Co] leetion ;',;:Tstent Perron File
k. Joe 1...%,-irrisdO \„ssoetratns,
Surface Waterirro;ection Central Hies
117,,R.(7iS

NORTH ,CAROLINA
ENVIRONMENTAL MANAGEMENT COMMISSION
ENciltRONMEN'T AlsiD NAltsatticle„. RESOURCES
RALEIGH
ASTEWATERCOLLECTIONSYSTEM EXTENISI.CN PERMIT (MODIFICATION
This permit shall be effective from the date of issuance until rescincied and shall be subject to the
following specified conditions and iimitiiitions:
1. This permit shall become voidable unless the wastewater collection facilities are constructed in
accortiadice with the conditions of this permit; 15A. NCAC 2 .1il; the Division of Water Quality's
(Division) Gravity Sewer Miriiicturn Design Criteria adopted February 12, 1996, as applicable; the
Division's Minimum Design Criteria for the Fast -Track Permitting of Pump Stations and Force
Mains adopted June 1, 2000, as applicable; and other supporting materials unless ,specifically
mentioned herein.
2. This hermit shall be effective only with respect to the nature and volume oaf wastes descrribed in the
application and other supporting data..
3. The wastewater coliection fuuihtes Shali be properly maintained itind operated at si times. Tile
Permilthe shall maintain compliance with an individual systemwide collection system oerinit for the
operation and maintenance of these facilities as required by 15.A NCAC 2T ,0nstri3. If an individual
permit ii3 not required, the following performance criteria snailb. met es provided in 1.5.A NCiA0 2T
.0403:
a. The sewer system shall be effectively maintained and operated at all times to prevent
discharge to land or surface waters, and car contravention of the groundwiater standards in
15A NCAC 21„ .0200 or the surface water standards in 15A NCAC 2B .0200_
A map of the sewer system shall be developed and shall be actively maintained.
c. An operation and maintenance plan shall be developed and implemented.
cl Pump stations that are not connected to a telemetry system shall be inspected every .day
366 days per yeadt, Pump stations thail. are connected to a telemetry is:ifsteist shall be
inspected at least once per week,
a. Hightprienty sever t lines steal be introeciten et least once tir eveiy six-mon-hi period of time,
f. A general observation of the entire sewer system snali be conducted at titiast once per year.
g. Inspection and maintenance r records shall be maintained for 3 period of et least three years
h Overflows rind bybiesses shadl repo' reit to the riteiti opriete Division regional office in
accordance neitu 1 rah NCACir 2 0506(3), pribinit not, Uppli be provided aS FeWlife6 by
North Garai ia (berme! Statute ritrebild3-2 10 lb.

4 This permit shall net e transfera. ,s, In the event there is a desire for the wastewater cc:ideation
facilities to ichange ownership. or there is a name change of the Permittee, a fermat permit request
shall be submitted to the Division accompanied by documentation from the parties involved, and
(Asir thieve:dine materials as may no appropriate. The nottroval of this reititisitst let
corisiaiired ort ci flay or 1 hay not be approved.
Construction of the gravity sewers, pump stations, and force mains shall be scheduled so as not to
interrupt sarvice by the existing utilities nor resug in an overflow or bypass discharge of wastewater
to the surface, Waters of the State.
6. Per 15A NCAC 2T .0116, upon completion cif construction and prior to operation of these
permitted facilities, the completed Engineering Certification forrn attached to this permit shall be
submitted with the required supporting documents to the address provided on the form, A complete
certification is one where the form is fully executed and the supporting documents rare provided as
applicable.
A copy of the construction record drawings shall be maintained on file by the Perri tree for the life
of the wastewater collection feicilities.
8 Failure to abide by the conditions and lirnitations contained in this perihit, 15A NCAC,i Lilo
Divisioii's Gravity Sewer Design Criteria adopted February 12 19943 as applicable the Division's
MiFlifTR.„:T1 Design Criteria for Inc Pask Permitting of Plumb Station and Force' Mains adopted
June 1, 2000 as applicable; and other supporting materials mar subject the Pennittee to an
enforcement action by the Division, in accordance with North Cd.rolina General Statutes F,i;143-
215.6A through §.143-215,6C.
In the event that the wasteiAater collection facilities fall to perform satisfactorily, including the
creation of nuisance conditions, the Permittee shall take, immediate corrective action, including
these as may be required by this .Division such es the construction cif additional OF replacement
'facilities.
10. The isspance of this permit shall not exempt the Permittee from cefhplying with any and all
statutes, rules, regulations. or ordinances that may be iiripositiO by other government agencies
(local, state and federal) which have jurisdictioi); including, but not limited to applicable. river buffer
rules in 15A NCAC 2.1.1 .0200, erosion and seeirhontation control requirernents in 15A NC:AC Dm 4
and under the Division's Ge.neral Permit, NCG2)0000. ary any requireinents pertaining tri wetlands
under 15A, NCAO 20 .0200 and 15.A NCAC 21-1 .0500.
11 N.oncomplianc( Notification:
The Permittee snail vefibitiily report to a Division of \Afoter Quality employee tiit the Monresvile
Regional Office, telephone number [phone], as .scia tri as priiikaiiibie, r„)1.ji jp no case more than
24 h011ts or on the next workinct day, folitywincirt the onteurrence (J1- fig:, 'run:TA/lodge of the occurrence
of either of tlic foilowinft
a, Any process unit failure, due to known or unknown reasons, that renders the facility incapable
of ri)dequate wastewater transport, shun as. merinaniciai or plectricar failures of pumps, line
blockage or breakage, etc or
b. Arty failure of a pumping staticii or servitor rase resuifing bytpass directly tic resift ring waters
without treatmoist of tittk Or any tifortion c116ia Influent to shah station or tactility,

.....Veitenrstatt trestetttettimettfaxed entrotpatitortns. stterettitesjbletteut shot ..;.ri:ot beectentettleeed aer:the
. itotttet yeheeloreportr OverftewSi Spesteeteutrieg eutside :eetrrtai tusteessr be.
tfetrtbrted to-the..„OeeiSiotl Etnergency, t.,Aaripg.ernetnt at tetetphodeonthnber 000) .858-Q3t38
(919.).733-33t0.0r Persons To:pert:41g: :any Of ..thre etteretit ecourrentere eittalt filet spn teport by
esternPlettH9 tezIttt ef tterteAtttEittS80 ,(es tne mostetsteeett DectctoreappssttteHtftornly voitictrt ftto,tstays.
.1"ittllowing first knovvied,ge ,Oft top olottuttrencet Ttite :le:pert ehojitt eetitoehthe atotiond taken tor
:proposted toreh8ttreothett :ther ..doetS not recur,. Part :Of 1F:tom CS-SSO .(orthe most.
currerst. .1)tvisien approved forte) had etse be completed thesheve SSO be:YOr..4:
n tr
Pe:theft isteed this. thet2S4 daytotAtugust„.„201t1t
N 1CAROLINA ENVIRONMENtItAL MANAGEMENT COMMSSION
for Caleen H. Suflins, Directs —sr
DOsiten of \Neter Quality
Authittity of the Environmetital Management Comfression
.....ftentatioNottber WQ90.3.Z.:51(6:PrittelittietKiet1).

131t Track Er,'illieerinci_Certification
Permit friQ WQ00325,16 (MOdifiCatiOn)
August 2, 2011
OnerWWTFIVA/QCS
Michele Reapsirifir, Town ,Administrator
rowel of Halt -Pitied
itt 0, Box 100
Harrisburg, NC 280'75
Patrick Murphy, PE
rris AssociateE;, .
\i'v" . Iwy 160 SuLb:,.. 130
Fort Mill, SC 29708
Complete and submit this form to the permit issuing regional office with the followingi
One copy of the project record drain/0gs (plan at profile views of sewer lines) of the wastewater collection
'stem extension
Supporting chit:sign calculations (selected pumps system curve operating point, available stetat:a) if portable
generator(s) or sticirage greater than, longest past three year outage reliability option selected') for any pump
stations pernititted as pant of this project
Cthanges to the project sitiouid be. clearly identified en the resierd drawings or in written summary form, Permit,
modificationero for any chapbes resultirig in non-comittiance with thispermitudiecttlationstyter
minimum desth0 criteria,
s project shasii rest be 'son ideresi coiripieleailistieee c etsieste i„intil This giesseris Certi rice titan arid ail
required supporting decuipeetatten have beisin recieived Lai tea Divisiceii Therefore, it is tititi.)MY recoil:intended
that this eerie Fication be sent lin a mariner that prat/fiches predif recsiflpt by the philtiii.diees
MEER'S CERTiFIC_21 ON
1 Partial
I Fins(
e duly registered Protessiertai Engineer in the State of Nortii Carolina, matting been
authorized to ObSerVe ;.:17:1 periodically, Litij weekly, Ell full time the construction of Bridge Pointe -Proses 3-4, a
Cabarrus County project 'for the Fermittee, hot iitby state that, to the best of my stabilities, bile care and diligence was
use/it in the observation of the construction such that the construction was observed to be built, within SU b,stant,,al
sompliance of this permit, 15A NCAC 21 the Division of at Catialitry's (Division) Gravity Sewer Minimum Do
Criteria adopted Febreary .12 1996 as applicat.8e: the Division's Minimurr Design Criteria for the Fast -Track
Permitting of Pump Stations urea Fpree Mains aCi-opted June , 2220 as applica,bles and (2ho porting materials
North Carolina Professional Engineer's
seal, signaturitia 3nd C'ele,
SEND THI'S FORPol & SUPPORTA(DOCUMENTATON
\MTH REQUIRED A ACHMENTS TO THE FOLLOWING ADDRESS
MOORESVILLE REGIONAL. OFFICE
SURFACE WATER OROTECTION
61C) EAST CENTER AVENUE, SUITE: 301
0ORESV!! LE NC 23115
The Perrnittee is reshonsible far tracking all partial cortificatibris up tintti final certification ts receiveci. lane
wastewater now made i,rVIT-itarY to the fitaishiceatitir coilloction sybac extension prior lati coreplei ion of this
Engineer's Egistritication rititell considered violation of the permit and shalt subteet triet Perri ittee to appropriate
enforcement a itions

Z
0
H
Q
Ix
0
Z
Z
0
USE THE TAB KEY TO MOVE FROM FIELD TO FIELD!
Owner/Permittee:
la. Town of Harrisburg
Full Legal Name (company, municipality, HOA, utility, etc.
1 b. Michele Reapsmith, Town Administrator
Signing Official Name and Title (Please review 15A NCAC 2T .0106 (b) for authorized signing officials!
Application Number:
(to be completed by DWG)
lc. The legal entity who will own this system is:
© Individual ❑ Federal Municipality 0 State/County 0 Private Partnership ❑ Corporation 0 Other (specify):
ld. P.O. Box 100 1 e. Harrisburg
Mailing Address
If. North Carolina
State
1 h. [phone]
Telephone
[phone]
Facsimile
2 Project (Facility) information:
2a. Bridge Pointe — Phase 3—
Brief
Project Name (permit will refer to this name)
3. Contact Person:
3a. Patrick Murphy — R, Joe Harris & Associates, LLC
City
28075
Zip Code
1j. N/A
E-mail
2b. Cabarrus
County Where Project is Located
Name and Affiliation of Someone Who Can Answer Questions About this Application
3b. [phone]
Phone Number
1. Project is ❑ New
Modification (of an existing permi
2. Owner is L Public (skip to Item B(3))
2a. If private, applicant will be:
3c. [e-mail]
E-mail
dification, Permit No.: WQ00325
6
❑ Private (go to Item 2(a))
2b. If sold, facilities owned by a (must choose one
O Retaining Ownership (i.e. store, church, single office, etc.) or
O Leasing units (lots, townhomes, etc. - skip to Item B(3))
0 Selling units (lots, townhomes, etc. - go to Item B(2b))
Water & Sewer Authority of Cabarrus County
❑ Public Utility (Instruction C)
O Homeowner Assoc./Developer (Instruction D)
Z Owner of Wastewater Treatment Facility (WWTF) Treating Wastewater From This Project
Regional
Q . _ ._. } - .. ...00036269.
4a. Rocky Riverional Wastewater Treatment Plant 4b. NC0036269
Name of WWTF
E 5a. WSACC 5b. 8" ® Gravity
Ce Owner of Downstream Sewer ;Receiving Sewer Size ❑ Force Main
© 6. The origin of this wastewater is (check all that apply):
LL
Residential Subdivision
0 Apartments/Condominiums
❑ Mobile Home Park.
0 School
❑ Restaurant
0 Office
WWTF Permit No.
Permit ay of Downstream Sewer (Instruction E)
❑ Retail (Stores, shopping centers)
0 Institution
❑ Hospital
0 Church
El Nursing Home
O Other (specify):
7. Volume of wastewater to be allocated or permitted for this particular project:
*Do not include future flows or previously permitted allocations
8. If the permitted flow is zero, indicate why:
100 % Domestic/Commercia
% industrial (attach
description.)
(RO: contact your Regional Office
Pretreatment staff)
% Other (specify):
gallons per day
❑ Pump Station, Outfall or Interceptor Line where flow will be permitted in subsequent permits that connect to this line
n Flow has already been allocated in Permit No. WQ0032516
• Rehabilitation or replacement of existing sewer with no new flow expected (see 15A NCAC 02T .0303 to determine if a
permit is required)
1FTAt?/07

9: Provide the wastewater flow calculations used in deterrnining the permitted flow in accordance with 15A NCAC 2T .0114 for
the value in Item B(7) AND/OR the design flow for line or pump station sizing if a reduced or zero flow is being requested in
,
Item B(7). Values other than that in 15A NCAC 2T .8114 (b) and (c) must be supported with actual water or wastewater use
data in accordance with 15A NCAC 2T 0114 (f),
C2 CO., (3-E c.vAAlt r-
)C4
10. Summary of Sewer Lines to be Permitted (attach additional sheets if necessary)
Size (inches)
Length (feet)
New Gravity or Additional
Force Main
ravr+v
11 Summary of Pump Stations w/ associated Force Mains to be Permitted (attach additional sheets as necessary)
= Pump Station Location ID (self chosen - as shown on plans/map for reference)
Z
r--- Design Flow
Operational Point Power Reliability Option
Z (MGD)
GPM @TDI-1 1 - permanent generator wIATS; Force Main Size Force Main Length
0 2 - portable generator w/MTS
0
0
Pump Station Location ID (self chosen - as shown on plans/map for referonce)
Design Flow
Operational Point Power Reliability Option
cc (MGD)
GPM @TDH 1 - permanent generator MATS; Force Main Size Force Main Length
0 2 - portable generator wIMTS
Li-
ce Pump Station Location ID (self chosen - as shown on plans/map for reference)
a. Design Flow
Operational Point Power Reliability Option
(MGD) permanent generator WATS; Force Main Size Force Main Length
th GPM @TDH
2 - portable generator w/MTS
12. Will the wastewater flow n. he proposed sewer lines or pump stations be able to be directed to another treatment facility?
[I] Yes No If Yes, permit number of 2nc' treatment facility
(RO — if "yes" to B,12 please contact the Central Office PERCS Unit)
13, Does the sewer system comply with the Minimum Design Criteria for the Fast Track Permitting of Pump Stations and Force
Mains (latest version), the Gravity Sewer Minimum Design Criteria (latest version) and 15A NCAC Chapter 2T as
applicable?
El Yes No If No, please reference the pertinent minimum design criteria or regulation and indicate why a
variance is requested. SUBMIT TWO COPIES OF PLANS, SPECIFICATIONS OR CALCULATIONS
PERTINENT TO THE VARIANCE WITH YOUR APPLICATION
FTA 12107

14, Have the following permits/certifications been submitted for approval for the system or project to be served?
Wetland/Stream Crossings - General Permit or 401Certification? 11 Yes 0 No 0 N/A
Sedimentation and Erosion Control Plan? 4 Yes Ej No 0 N/A
Stormwater? Z Yes 0 No 0 N/A
15, Does this project include any high priority lines, [see 15A NCAC 02T .0402 (2)] involve aerial lines, siphons, or interference
manholes)? These lines will be considered high priority and must be checked once every six months,
Check if Yes: E and provide details
1, Owner/Permittee's Certification: (Signature of Signing Official and Project Name)
1 a,'
1, _Michele Reapsmith , attest that this application for Bridge Pointe — Phase 3 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, Note: In accordance with North Carolina General Statutes 143-
215,6A and 143-215.6B, any person who knowingly makes any false statement, representation, or certification in any
application shall be guilty of a Class.2 misdemeanor, which may include a fine not to exceed $/0,000 as well as civil
penalties up to S25QoOTjJ wthIn- ,
ial Sign I
ENGINEERING DESIGN DOCUMENTS MUST BE COMPLETED PRIOR TO SUBMITTAL OF THIS
APPLICATION, THESE DOCUMENTS MUST INCLUDE PLAN AND PROFILE OF SEWERS, THEIR PROXIMITY
u) TO OTHER UTILITIES, DESIGN CALCULATIONS, ETC. REFER TO 15A NCAC 02T .0305
0
I— 2. Professional Engineer's Certification: (Signature of Design Engineer and Project Name)
f, _Patrick Murphy , attest that this application for Bridge Pointe — Phase 3 has been
reviewed by me and is accurate, complete and consistent with the information in the engineering plans, 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 adopted February 12, 1996, and the Minimum Design Criteria for the Fast -Track Permitting of Pump
Stations and Force Mains adopted June 1, 2000 and the watershed classification in accordance with Division guidance.
Although other professionals may have developed certain portions of this submittal package, inclusion of these materials
under my signature and seal signifies that have reviewed this material and have judged it to be consistent with the
proposed design. Note: In accordance with NC General Statutes 143-215.6A and 143-215,6B, any person who knowingly
makes any false statement, representation, or certification in any application 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.
2a. Patrick L. Murphy„ P,E.
•.% } CA
Professional Engineer Name
4 ...gs
2b. R. Joe Harris & Associates, LLC 01.
EAL
600,5
f:::
,g [phone] 2h, (803j02-0886 2i. rnujphycrJpeharris.corn
Telephone Facsimile E-maii No FE seal, Signature & Date
Engineering Firm
2c. 1698 VV, Hwy 160, Suite 130
Mailing Address
2d, Fort Mill
City
2e SC 2f. 29708
State Zip
FTA 12/07

FORM WSCAS-12/07
WATERSHED CLASSIFICATION ATTACHMENT
FOR SEWER SYSTEMS
Applicant Name Project Name
Town of Harrisburg Bridge Pointe — Phas
i Professional Engineer Name
Patrick L. Murphy
EngineerincFirm Name
R. Joe Harris & Associates, LLC
Location
ID
Name of Waterbodv1
Triangle
Fuda Creek
Coun
y
Cabarrus
River
Basin
Yadkin
Waterbody Stream Waterbody
Index No. Classification
1h17-7
ff unnamed, indicate "unnamed tributary to X", where X is the named waterbr»dy to which the unnamed tributaeyjoins,
I certify that as a Registered Professr`r nal Engineer in the State of
North Carolina that t have diligently followed the Division's instructions
for classifying waterbodies and that the above classifications are
inclusive of the stated project, complete and correct to the best of my
knowledge and belief,
PE Seal, Signature and Date
**'" END) OF F. 'f WSCAS 12I07
FORM: WSC°AS- I2/07

July 25, 2011
Mr. Robert Krebs
Division of Water Quality
610 East Center Ave., Suite 301
Mooresville, North Carolina 28115
Subject: Town of Harrisburg -Bridge Pointe Phase
REVISED Sewer Improvements
Sanitary Sewer System Extension
Harrisburg, North Carolina
Dear Mr. Krebs:
We are enclosing per your requirements, the original and one (1) copy of the
Fast -Track Application for Gravity Sewers, Pump Stations and Force Mains.
WSACC, in the previous approval, has already approved the flow for this phase.
This a REVISION only . A check for $480 has been provided for the application
fee.
If you have any questions concerning this project, please feel free to contact us.
Derek Slocum
Town Engineer
Enc
CC: Patrick Murphy, PE, R. Joe Harris & Assoc.
P.O. Box 100 t`t r of l-larrisburg [phone]
Harrisburg, NC 28075 dslocunrrI arrisburgnc.org

Central Files; AP
08/02/ 11
Per rrtit Number WQ0032516 Permit Tracking Slip
Program Category
Non -discharge
Permit Type
Gravity Sewer Extension, Pump Stations, & Pressure Sewer
Extensions
Status Project Type
Active Major modification
Version
1P10
Permit Classification
Individual
Primary Reviewer Permit Contact Affiliation
samar bou-ghazale
Coastal SW Rule
Permitted Flow
19800
Facility
Facility Name
Bridge Pointe -Phases 3-4
Location Address
Qw
Major/Minor Region
Minor Mooresville
County
Cabarrus
Facility Contact Affiliation
Owner Name Owner Type
Town of Harrisburg
pates/Even s
Orig Issue
12/10/07
App Received
08/01/11
Regulated Activitae
Subdivision
‘tVastewater coder Additional information requested
Draft Initiated
Scheduled
Issuance
Government - Municipai
Owner Affiliation
Carl L. Parmer
PO Box 100
Harrisburg NC 28078n10D
Public Notice Issue
Effective Expiration
O8/02/11 08/02/11
Requested/Received Even
Outfall WILL
Waterbody Name
Additional information received
Stream Index. Number
Current Class Subbasin

PARKER & ORLEANS HOMEBUILDERS,
711 MOOREFIELD PARK DRIVE, SUITE E,
RICHMOND, VA 2323E
[phone]
FOUR HUNDRED EIGHTY DOLLARS AND 00 CENTS
PAY
TO :
am:.
OF
NC DENR Ecosystem Enhancement
1652 Rail Service Center
Raleigh, NC 27699-1652
3 5i(
1n1O00&GO3ij IO2400002
6/28.
JPMORGAN CHASE 9«,w » 22n
NEW oa,p
CHECK N0.
1603
--
AMOUNT
$********_480.00
NCT VALZD AFTE,R« me
AUTHORIZED SIGNATURE

Fast Track Enqineerinq Certification
Permit No. WQ0032516 (Modification)
August 2, 2011
OwnerPNWTFPvVQCS
Michele Reapsmith, Town Administrator
Town of Harrisburg
P.O. Box 100
Harrisburg, NC 28075
Patrick Murphy, PE
R. Joe Harris & Associates, L.L C.
1698 W. Hwy 160 Suite 130
Fort Mill, SC 29708
Complete and submit this form to the permit issuing regional office with the following:
• One copy of the project record drawings (plan & profile views of sewer lines) of the wastewater collection
system extension
• Supporting design calculations (selected pumps, system curve, operating point, available storage if portable
generator(s) or storage greater than longest past three year outage reliability option selected) for any pump
stations permitted as part of this project
• Changes to the project should be clearly identified on the record drawings or In written summary form. Permit
modifications are required for any changes resulting In non --compliance with this permit, regulations or
minimum design criteria.
This project shall not be considered complete nor allowed to operate until this Engineer's Certification and all
required supporting documentation have been received by the Division. Therefore, it Is highly recommended
that this certification be sent in a manner that provides proof of receipt by the Division.
ENGINEER'S CERTIFICATION
El Partial El Final
I, Patrick 1, Murphy, P.E, , as a duly registered Professional Engineer in the State of North Carolina, having been
authorized to observe (El periodically, 0 weekly, 0 full time) the construction of Bridge Pointe -Phases 3-4, a
Cabarrus County project for the Permittee, hereby state that, to the best of my abilities, due care and diligence was
used In the observation of the construction such that the construction was observed to be built within substantial
compliance of this permit; 15A NCAC 2T; the Division of Water Quality's (Division) Gravity Sewer Minimum Design
Criteria adopted February 12, 1996 as applicable; the Division's Minimum Design Criteria for the Fast -Track
Permitting of Pump Stations and Force Mains adopted June 1, 2000 as applicable; and other supporting materials,
North Carolina Profession& Engineer's
se&iturenttdate7
timeortnti.
, CA.11
4164..,F*40
SEAL
r,
i f
ws rt..; ivt.
fetellot
his final ceftifica ion is fo-rWTF1) Cary sewer servinglots 28=59-(Phase 31.
The certification for the Phase 4 infrastructure was completed an 10/8/08.
SEND THIS FORM & SUPPORTING DOCUMENTATION
WITH REQUIRED ATTACHMENTS TO THE FOLLOWING ADDRESS
MOORESVILLE REGIONAL OFFICE
SURFACE WATER PROTECTION
610 EAST CENTER AVENUE, SUITE 301
MOORESVILLE NC 28115
The Permittee is responsible fo tracking all partial certifications up until a final certification is received. Any
wastewater flow made tributary to the wastewater collection system extension prior to completion of this
Engineer's Certification shall be considered a violation of the permit and shall subject the Permittee to appropriate
enforcement actions.

Fast Track Engineering Certification
Permit No. W00032516
December 10, 2007
Owner/VVVVIP/WCICS
Carl Parmer, Town Administrator
Town of Harrisburg
P.O. Box 100
Harrisburg, NC 28075
Andrew K. bitten, PE
R. Joe Harris & Associates, L.L.C.
1698 W. Hwy 160 Suite 130
Fort Mill, SC 29708
Complete and submit this form to the permit issuing regional office with the following:
One copy of the project record drawings (plan & profile views of sewer lines) of the wastewater collection
system extension
Supporting design calculations (selected pumps, system curve, operating point, available storage if portable
generator(s) or storage greater than longest past three year outage reliability option selected) for any pump
stations permitted as part of this project
Changes to the project should be clearly identified on the record drawings or in written summary form. Permit
modifications are reQuired for any chan e resultin non -co e with thi ermit ulation
minimum design criteria.
This project shall not be considered complete nor allowed to operate until this Engineer's Certification and all
required supporting documentation have been received by the Division. Therefore, it is highly recommended
that this certification be sent in a manner that provides proof of receipt by the Division.
ENGINEER'S CERTIFICATION
Partial D Final
Atuk(tto Li-ickco , as a duly registered Professional Engineer in the State of North Carolina, having been
authorized to observe periodically, D weekly. Li full time) the construction of Bridge Pointe -Phases 3-4, a
Gabarrus County project for the Permittee, hereby state that, to the best of my abilities, due care and diligence was
used in the observation of the construction such that the construction was observed to be built within substantial
compliance of this permit; 15A NCAC 2T; the Division of Water Quality's (Division) Gravity Sewer Minimum Design
Criteria adopted February 12, 1996 as applicable; the Division's Minimum Design Criteria for the Fast -Track
Permitting of Pump Stations and Force Mains adopted June 1, 2000 as applicable; and other supporting materials.
North Carolina Professional Engineers
seal, signature, and date:
PC‘r 5V1 a 001,1 r 4A ci-e- 5Arrir cxr
S cw-cr eqi c,4' „. oci -115 gu-ici I i7- 1z7, (Ptu,
SEND THIS FORM & SUPPORTING DOCUMENTATION
WITH REQUIRED ATTACHMENTS TO THE FOLLOWING ADDRESS
MOORESVILLE REGIONAL OFFICE
SURFACE WATER PROTECTION
610 EAST CENTER AVENUE, SUITE 301
MOORESVILLE NC 28115
The Permittee is responsible for tracking all partial certifications up until a final certification is received. Any
wastewater flow made tributary to the wastewater collection system extension prior to completion of this
Engineer's Certification shall be considered a violation of the permit and shall subject the Permittee to appropriate
enforcement actions.