20191521 Ver 1_Mass Grading Plans_11x17_20191101

EROSION AND SEDIMENT CONTROL MASS GRADING PLANS for
ATRIUM UNION WEST
1560 STALLINGS ROAD
STALLINGS, UNION COUNTY, NORTH CAROLINA
UTILITY AND GOVERNING AGENCIES
CONTACT LIST-
WATER COMPANY
DEPARTMENT OF TRANSPORTATION
UNION COUNTY PF19lEC WORKS
NORTH CAROLrNA DEPAETMENT OF TRANSFVRTATM
WQ N. LVIiN STRE ET SDITE 406
DIVISION 10. DISTRICT 3
MONROE. NORTH OAROLINA 28$12
17O 5• dUTHERLAND AVENUE
00412964Z$0
MGNRCE, NORTH CAROUNA2af 12
O7W M5JOD
SANITARY SEWER COMPANY PLANNING DEPARTMENT
UNION COUNTY P0841C WORKS
TOWN OF STALLINGS PLANNING AND ZDNNG
5W N. 61AIN STRE : F. SUITE Nk
LYNNE HAIR
MONROENORTH DAROL INA 38 s I.
315 STALLIhOS ROAD
OD0 �95_4211)
STALLINGS, NORTH CARauNA 2010A
(7ue1 aE1-315
FIRE MARSHAL
PHONE COMPANY
UNION COUNTY FIRE i?"S IAL
AT&T
NEVIN RIGID"
2W3 MGNRCE WAY
SOO M. µRIN STRE :T. SUITE 609
MGNRCE, NORTH CAROUNA FBI IU
HONROE NORTH ZZAROLINA 28112
(7T14)a V•T799
"4)a6.6296
EROSION CONTROL
GAS COMPANY
NORTH CAROLING DEPARTMENT OF
PIEDMONT NA TURAL GAS
ENVIRONMENTAL WAURY
8601 CANNON DRIVE
51a EAST CENTEF AVENUE. SUFrE 301
MCINRCE, NORTH CAROUNA 29111)
RDDRESVILL-E, NORTH CARDLINA 211116
(7('d} ZS$ T666
Crua) 65ar lees
POWER COMPANY
CABLE COMPANY
DUKE ENERGY
SPECTRUM
P.O. SOX 1096
149D WALKUP AVENUE
CHARLOTTE, NCR711 r;AROLINA 28a)I
MGNRCE, NORTH 1VAROUNA RAI ID
mu) 77 -WRO
1861jJ are-2399
YADKIN - PEE DEE RIVER BASIN
ALL NECESSARY INSPECTIO.IS ANDIOR CEFMFICATIONIS
REOUIRED RY CODES ANDIORUTILITY SERVICECOMPANIES
SHALL BE PERFORMED PRIOR lO THE FINAL CONNECTIONS OF
SERVICES.
ATTENTION IS DAWN TO THE F 4CT THAT THE SCALE OF THESE
DRAWINGS MAY HAVE BEEN DISTORTEODURING
KPRODUCTION PROCESS.
THIS DOCUMENT, TOGETHE; WITH THE CONCEPTS AND
DESIGNS PRESEFTED HEREIN, AS AN INSTRUMENT OF SERVICE,
IS INTENDED ONLY FOR THE SPECIFIC PURPOSEAND CLIENT
FOR WHICH IT NAS PREPARED- REUSE OF AND IMPROPER
RELIANCE ON THIS DOCUJCNTwITHOVT WRITTEN
AUTHORIZATION AND ADAPTATION BY KIMLEY-HORN AND
ASSOCIATES, INC. SHALL 3E WITHOUT LKOILITY TO
KIMLEY-HORN ANC ASSOCIATES, INC.
PROJECT OWNER AND CONSULTANT INFORMATION
Sheet Index
Mheet No.
5hee- Title
Cli11
COVER SHEET
C OO
EXISTING CONDMIDNS
c:w
DEMILITIDN PLAN
Ca11
EROSION CONTROL NOTES
C 7O2
EROSION owROL?IOTES-NCG01
C702
EROSION CONTROL PHASE I
LDwa
ER05ION CONTROL PHASE I - A
CZ1120
EROSION CONTROL PHASE, - B
cA,2c
EWS SIGN CONTROL. PNA?E r-G
C704d
SR DSION CONTRA PHASE I-D
C]U3
EROSION CONTROL PHASE II
CM30
EROSION CONTROL PHASE I A
C7(Ctb
EROSION CONTROL PHASE I - D
Cm3c
EROSION CONTROL PHASE! • C
C203d
EROSION CONTROL PHASE r - ❑
..Ym
ERASION CMTROL DCT AILS -A
._]05
EROSION CONTROL XTAIL5-E
=ffi
EIROSICN CON7R0L DETAILS -C
O]OF
GRADING AND DRAINAGE PLAN
Cm?7a
GRADING AND DRArW*GE PLAN • A
C707h
GRADING AND DRAINAGE PLAN B
r=7c
GRw01Nr ANC CRAINAGE PLAN-C
C]U7d
GRADING ANO ORAINAGE FLAB -D
C70d9
STORM PROFILES. STDRMA
earme•
STORM PkpFTLES-STDRM6
OWNER:
ENGINEER:
SURVEYOR:
ARCHITECT:
CONTRACTOR:
ATRIUM HEALTH
ICI MLEYJROR V AND ASSOCIATES, INC.
1.085. INC
PERKIN�tWILL NORTH CAROUNA INC
BP.ASFIELO A OORFUE
1000 gLrTFE 80uLEVA:IL1
200 SOUTH WZYON STREET, SUITE 20D
201 W 29TH STREET
390 SOUTH TRYCN STREET, SAJITE T00
50 E MORSHEAO $1 tET, Sun100
CHARLOTTE, NORTH CAROLINA 29207
CHARLOTTE. NORTH CAROU14A 28202
CHARLOTTE, NORTH CAROLINA-28206
CHAJ2LOTT'E, NORTH CARWNA?P7OV
GNARLOTTE, NORTH tASkDONA 2=2
(701)U67 W6TEL
(704) 333.51W TEL
170913974329TEL
1704 1972-5601I TEL
V44J 832-1081 TEL
CONTACT. ROEERT W. DRAYT47N
CONTACT: NATHAN TIDD, P,L-A
CONTACT: DPWID BOYIES
CONTACT: TOMAW 08W
CONTACT: 7RAVIS fLINGSERG
RYAN LEMS, P.E.
:•4iH� fROCr•
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SHEET NUMdLR
Call before you dig
C00 1

11 GENERAL NOTES 11
GRADING NOTES
DEMOLITION NOTES
GENERAL SWPPP NOTES
STABILIZATION REQUIREMENTS
EROSION CONTROL NOTES
CONSTRUCTION SEQUENCE
ONCE THE TRAI TER. PARKING, LCYDO VIT WHEEL WASH. CONCRETE WASHOUT. MASON'S AREA. FUEL AND MATERIAL STORAGE
MATERIAL STORAG E CONTAIN ENS, SOLID -STE CONTAI N ERS, PAVEM ENT PULVERIZATION. ETC. ARE I N PLACE, CONTRACTOR
SHALL DENOTE THE LOCATIONS ON THE PLAN. IN ADDITION, NOTE ALL AREAS W HERE FILL IS IMPORTED FROM OR SOIL IS
EXPORTED TO ON THE PLANS.
PHASE
1. STAKEIFLAGTFE LIMITS OF DISTURB
A.NGE(LOD). THE LOD IS TO REMAIN CONSPICUOUSLY MARKED THROUGHOUT THE
ENTIRE CONSTRUCTION PROJECT.
2. INS ALL ANDS ABILIZED CONSTRUCTION EXIT.
3. INS -ALL PCRI METER CONTROL BM PS. STONE FILTER RINGS, SILT FENCES, J-HOOKS, AND INLET PROTECTION AS SHOWN
ON THE SI-E MAPS. CLEAR ONLY THE MINIMUM AREA NECESSARY TO INSTALL TEE PERIMETER CONTROL BMPS.
P. PREPARE TEMPORARY PARKING, STORAGE AND STOCKPILE AREAS.
5. CONSTRUCT AND STABILIZE SEDIMENT BASIN PER THE DETAILS. INSTALL SKIMMERS, RIP -RAP APRONS. BAFFLES. AND
TEMPORAR" OUTFALL CONTROL STRUCTURE AND PIPES PER SEDIMENT BASIN DETAILS. IMMEDIATELY STABILIZE SIDE
SLOPES WITH NORTH AMERIC AN GREEN BC15U EROSION CONTROL BLANKET AND TEMPORARY SEED BIDE SLOPES AND
EMBANKMENTS.
6. INS ALLTEMPORARY DIVERSIONS DITCHES WITH ASSOCIATED COIR WATTLE CHECK DAMS AND RIP -PAP APRONS AND
SLOPE DRAINS. STABILIZE SIDE SLOPES AND FLOW LINE OF THE TEMPORARY DIVERSIONS WITH EROSION CONTROL
BLANKET PER THE DETAIL, AND AS SPECIFIED IN THE DIVERSION DITCH CALCULATIONS. CONTINUOUSLY REFRESH
CHECK DAMS AS SEDIMENT BUILDS.
]. I - ALL ALL R=INFORCED CONCRETE PIPE STORM BEWER SYSTEMS AS SHOWN PER EROSION CONTROL PHASE 1 PLAN.
PHASE II
BEGIN ROUGH GRADING
TEVPORARILY STABILIZE, THROUGHOUT CONSTRUCTION IMIAEDIATELY FOLLOWING THE COMPLETION OF THE MOST
RECENT LAND DIS URBINGIGRADING ACTIVITY. ANY DISTURBED AREAS, INCLUDING MATERIAL STOCKPILES TEAT ARE
SCHEDULED OR LIKELY TO REMAIN INACTIVE FOR ] DAYS OR MORE.
IMMEDIATELY PERHANENTL/ ST ABILI2E AR ES TO BE VEGETATED AS THEY ARE BROUGHT TO FINAL GRADE INCLUDING
PERMANENT STOCKPILE AREA.
CONSTRUCT SIT- PRIVATE ROADWAY. PUBLIC UTILITIES. AND STORM SEWER REINFORCED CONCRETE PIPE PER PLAN
FINALIZE SITE ROUGH GRADING AND PERMANENTLY SEED AND STABILIZE AREAS OF THE SITE THAT WILL NOT CONTINUE
AC IV E CONS I NUCI ION.
BASINS SHOULC BE REMOVED A -TER THE APPRO JAL OF NCDEO INSPECTION AT THE CONCLUSION OF RESPECTIVE
CONSTRUCTION SEQUENCES.
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SHEET NUMBER
C201

NpEnpn>L SilFJra$PECf IpH
serf-IlNpec,lpnsarecen ireA dlr.ngmOrmel bm�mess murs,n anwvae[e eamtheuwe
4eWN. When adrrne wtvtharrret pmdeimswcpw auw the rakry INlhp inwtttivn
persomN m Ile In leopardd, the ImPectlon may be legged until the nest W iwess dar m
wnlNNnsafemp¢dormthe lnsxawn. Naddmm, whmammm m'mtarvual tour
greeter UHn 1.0 i,wh eeepn evisde of ncemel 6asineu hour, the self-ilucedtbn shall be
perfermeeppen tine tamme,xenxmd me nett lkninef6 Nay. Amy,K,.e Ninon imner,iwN
'.Pre &rayed Nall be npkdin the Nspat
FId•NVSPE[TIOH, RE[ORORFFP W G Ake REPORTIH6
sFCTapH & RECORONEL'PrraO
1. EESC Nan Oeeuneeneaden
The amrmd Ens[ plan as well As ryapproued &%laborn shall be kept m the she- The
'wp d- plan.11- boor up.mdan ... 1- eb,erege r•Nen Nis pnmh.
The following Hems pertaining to,de E&K Pbm shall bo kept w v>; and a lkable Hain
-ntpenaan a[ .1I [iron dunng rnmul OhuYleee newt.
ri.wpomna•am. - -- - - -- -
I.Ilmuxmeasurcnaspe.mta�ee
iJpl.nq dat..ach ux mtawT o•aww
a,w gas mtarpmuamry eevwwa from,ne
d w apprmed a. MR. r mmptrre,wx
tou,lom, e•mi�r. anE-Ca. •w.:�am
aid ePn mn�n:attmn rn=:o» Neh.w,
m+u.pprvred Esscpw.
Fexme,yeamw,mpntK.nvr«ed Eex
wa" mehlw
I„-...,,...,.•E,.eescd.w.halal
Ar FRS[
ms[aYlgn.
Ito]o, of madlry lisalwm mnr,pirea
InIplaMr•eaampm of pre wo.ed FEae
mean w.nn eauareslpnanleisWr'--
keA
mewttoiWkau[tnpk[pnN,he
ye, NaNe.
draunF [n,erNberNeaM kaH.
I,uelra.M dpW,dp. erdrapPnloo EidC
A,
N •xard•m. wnr.nw wew••d E►mx
pknwwnpkp.dauasdmlpian Mp.W1
pl.".
..port m.,dyax.•m•a.ra. wN,save
kmumd corer upemlNakwm
1� MA
anw.o1d`ma re.lanaaNmp.nNnfmarr-
raper.nrm mrawnm
ha.e been •••b"ned�
let Cb•mcun.nrym Mebeen uS..n I,ypw a•a ravarm.n Nw sva..d FASL
to ux m..wm. Iaknw..omRtoe., tom asp slAn r kisp.e'--
newtwmdkau+Moonmpto+mRa W hM
He wow
z. Aaeltnn.l pee•menpven ter Neel en Nate
In Addition le[be EASC pkn clactu Malone, the Mistmury berm ,Him br kmpot Nha
Memel Fuailaw.lo' Impe[ttn .,. Wen dunng nnrmN ww- Mans, Mims the
Dolt.FmCondes ar Tcs:ffe exemption basal on y Igao ate ewmdluum Mac More
Cie requiemen[ ro, Practical:
Iaf Thia GerHral Penmkaa well as the[krtifieall ef{tTrlfaEP,iRA IFRtPLerRRI$.
(b) Rttonds of inNp¢cl�om malt during roapmwlpus lwwlva mnontM1,. Thepmmkpo Nall
and [hr repu�rrd Marrvato". m lVrs HrwaStion Rexmrd Form "Amee bylhp
owniomar,
simil,r inspection norm tlyii iWp a•,ha.pyuired a/emm,a. Ilse vF
electehiully-manah[erecords en btu M Ih! rtquaee paper [epics will be allhaed N
Brown to prcr,de"dal accnms and ullt(y as IN Mreippy mewres.
1 Oucumerna[kn to be Repined fa Tiona Ynn
All data Mud to rvmpls-ir tine ckp and aE YnllMi'n records Jmll ba nainpined [w ayrriod
of mrrr Years after prolttt romylanpn and hmadr ayall-1; upon request lav CFR 1g2A1]
PART Ill
S10-IH$ewnON, RECORONE W HG AM REPORTING
WGII(Fal Q REPORTkIIf
1-Oc-hoo-Mae Muttb Reported
Penh uccpoN shall report the fplonrng pccurrymoes:
lay Ytbk udiment deppNitienn asircamot weMM.
let Oiapills N:
• Tkryare seallomrnxre,
• irrryare toss man aSgalbm bW caemt be clewed ypvythr.IN,eym.
Thar cause Nee. on wrlaoe wterslrceardkw N.qumeya
They arc wknln 100 fendwrfaee waunuegrieu of rgluul.
!d Raleaiei,or, WaarW'(MI: AnIin omosaof rQUR 1173)& In odor sec[Im311
tF[he Clean-1]A<e bCFR I10.3and 00 CFR 11T-31a Senpn IW of CERLIA
(Rep N CFR 3@.a] er G i. ..a. .
IQ Anticipe[ee bypasses aM mantkip.Med bypasses.
tej Nonopnglianu with [he eenditi tl Ms permit Me may eminher neat, or the
=-NIM pig Tlmehamas and Other A.qulre tt
AFur a permiltea boc e, Are of an x[urrenee l,x out[ be MARned, he Aall eenrau
Me appropriate Ohhibn gibna pike withintine cimehanres and in auordame with the
other reyuiremem.s listed below. NkeurunreN outside normal business noun may Not be
rcponed ao the OepNtlnen['s Ervhrorimen,ar Fmergenry Center pprNZemel at I
gmo2sg.
f.l u,yema w•maI I a1AwmaIII•II W- nood
rraea.eba a nepv.r patmmpw. amrpmnn vine
,,,,...��.,.� i. xww r[.a�r,hrr.��risaJr.,w,e. rNywwm.eapo.alpn
her m>r Nita w.ww.em.M ra . wmrm.eaenem.
IrVo AAA,," N
• RVla7lbPmNn.nldm4my:wafgtyµe. =Ipaxearp•xtlrrc"e
nro,mnrkr. uw lsnrvt•.a. �ewrvn,w.J lugworm.dN• _
dakr•ln Iha[aWrona w+wMre•"e w " d towm rnmPha^r.
wNn lrm I- vwin tau "tin rm
Monodist.. A, wan.". Noun. a"rm wel.nn k„raxk+eq ��e,nuraalw
rakrrq anM nnvme•.b•mni!•.bevtlK da,e. t••e, •.tun. raver. a•d
boor"ef He wP m• •skate
wewrrn Pa�cw,m
109-0el aaemr
k]aruepake arw..m+yem pnlA'aRMtEgeeWaMrNay9P%a•'IPPSPIW-
AeaNse,lw[fR titre nlnw,+hall ter vd.Nrh.kwNen vfdre a•aimyhwdRwyrad
a.alrmNa]I eskctMuet•fww
PART II,$ERW G, BEM 141 felw,wn�K - Min N Aim. an ar.Io-.lenwmk na,lhanw.
ton-Itotra NWNm Tp+saSw say arepanvurc A.Sttam eWnnton N tat
RRAW t101Ya1 Of SEpIM1KHf g0.51HN FOR MAIHIEHAN[E OR ClOSF LNf 121-imH311 Rwlaryaed e•hn yrxbaWss
Sediment basin: and tra Ch.[ Moon from 8ai Imeaorc or rt,re Nan ore.110 [raCu the wimdraw wa�errrpm me ANyaee mMeE, Crete devicesneee to tie drawn Aeara I-ntAe�mYtlona omoo,wmela aaarms,..a.al._tmek eaawtw.
pot[ Hope areaao NpNmN Taaknsdv,•day,. repo•t,hat roneamadxsp,bnd the
tam}ntManreor cbsC Obt VmIe MiSb iMtipble-1!og0-.-mcfiinwhkh it lr obi fWawn* Mdyw wapr hom Mf Surfise f,illbepyr[}r aawnple.tlmei untM1cwended mid wca[h•rl. of eta per^•ttyh.t .,....ee.pi.nd,.wa.ea.....; N. der ^•^•^^aPm•wa.
Npn-wAeea Wrndrawan lramsedlmen, IsCum,Mlill be allowed AN,' when all r1he feNawinl eriwia Fora been meL ,•w•r'�r.r,l..a..d.wudal.,wl:...-�..s.rer.a ne.�an,rtsrs. r.ssru
McN,a w
lei The EAK plan auMpri[v hot bean Prdrided withAxumm[align el Me nensurface withdrawal and Me epxille time, pefuds d[dMltions in Nh0 R VHl1awr. isle rwnwrfatt r.ItMrawa[ 4A1-mom planpree «a„ee, cMmr>,<, anemm
shall not cpmrrmrat will
the E&SC pkn alNlri[y hot appr6Mlllrar Nrmd, CFk 1??A1PNZN prawn, ma moo p nomcwngArua. lao oR ax.Jt[Iflal.
. w,hw"In,rye�N,r,4•w.ka�em�e rv.�••In' rcpemwa
fb] Tnemn-wrwu wiWrawal Has Seen repprtee as an an[idpnee OYPala In auereenee waM Pen Ill. Season 4lkm Pill] AM lord shis perms[, gays,
(c} Oewamringdpdumppaarcrreatad wkhrvmrok mmanimixadiohargy vF pollwaneafian amrmwa[erlha[Isreiw.eelroothe tMimem bain.E•arnplas of appraprlalrcwrt+ors lnrlydr
properly Nled, deigned and malnb.ned dewatedng tanks, weir links, and Nltratlon"goam,
to vogrpted. upland a ea: of the Nile, a pwpuF. de,lrrod None pad, used to the enrol townie at the mA of of the dmraiaring treatment deywt drynmrd In4" fc] ibova. y
(e) velo[Itydiys;patlone maven as.neck dams, sediment traps, and Hmap are yrovldva a me discharge Pont& of all deeovowlng dne[eo. red ��.,•}i, IN ]I.7 4A-Xnu{,
III $edits ni femdved Iron The 0ematering lrHlmeat deaifes OnCrlb"Ahem tt]abPr'e Isditpon" Vl Ina manner tlyt eon Holeal6l eCppskpnnl udNuxtt nip onem er&A, umeJ Stern. ' 1'�F''t'n11•r rYll2ai QflP��lY
NCG01 SELF -INSPECTION, RECORDKEEPING AND REPORTING EFFECTIVE: 04�a1�19
GROUND$TARIrMATIM Nb lolikn use HANd1NG IeG[TKl$ MR COkiWNOE ANIN
iHF MOGOS fAHFfRIdCENH HFNAPEWAff
Imgemtm[inP the details and spell aliens an this Plan M«, will rein[ AMe constsuerim
mllmN being mmidered compliant onih the Grouse s[ahllincldn ane Materials HaMling
pmspl the NL%01 Comtru[twn rw Geral Perro[m t i9ensI and F, respectivetel. The
spettrmittee
shalt comply -0 the ( radon aM SO-.t Camlmol plan appremed by Ins
drkWWd-low" haviW imisditticn. All detaik ands if tims Mown pot Mk sheet
Huy m[ apply depending m site coMwipna aM [ha dekgased auahpriq haepg Nreeieeen.
511CHON E: GROUND STAIWATION
Requires
Gro.M SteblHrallan Tfinelramn
Neill. wilhln this
She ABA m_Wlem
many[aleneam
days Aker wakes
Tlaneft-WiRatlans
bm dlrt,xhanwe
7 Penmeter,.,. ,
wales, diodes, and
7
Hone
pe-.rslopes
(s] High qualily Water
T
lime
1H0.W�]Epcles
[cj %IW.t rteeper than
3-1
T
IlNiWe, are 10'w kFi in l[ng. a•d arc
steeper than a:1,1A doro..
aarwee
gays nx slppngrener roan SO' In
length Nee with tlPveN niepr roach n; E
-a gays for Mimecer all, soaks,
Ill SNpis AI. -I
1R
MCFres, pervmeler slopes and 1-1
2ma,
-]0 days for Felt lake W morun d
-1 days rpr pool-Cor clu"' Borate,.
1el ArfaN with flppn
dlt,IAM perlmetaslepes and NOW2one
M., Man 0:1
10
-10 days for Fella bake WaurArdvnlns
Nett is [.,a tope
Ntkt- Afler the pem.aoenl[ eeuatien& mnNwtt with temporary
Rmoe'nd stablllrelpn shall be wmened 1. paema.mt ground stablieatgn as soon as
1mtlocabk but A rw use Ipngar thany0 wlmdam dar, after the last I;M disturbing
aFthnry. iemryorary ground s,aGloa,ion AaN be maintained in amanner [o rmder he
wdace slahlea ains[arrelera[ed erosion until Hen[ M-INIratimmisachieved.
GROM 51A&Il2ATIf1N 51"EGP(CATION
s[ahilioe,hegrpund wfice f, se that rain will maditoolp CM mail- Ilsepned the
teahniAl.. in tha ,allo holey:
�sWMwm eenrr•rrmtSmlEidryrParinmwRSYMkAaer
y,hm.nw .Penmra-n pnasaedcvered ritkyrnyw
mHskdnae
am ureaaM HSMhera
• tAaweedm. .were n laa.,rwnnprrmaamo!
msna tent mamry
_ H
mEque,emwr[rvan xede • reins do
• ^aP•ovwreh.wkd Mrm on ml•i mulch • SMW wore.. wonw.e, plwnuna eesercd
• Pkxk yne.ruy mN mW[n
, end po,r,dcr..w
soli••
. H.vs[v.d mmdeA Bodine svnnlm. n", w
•S wJh
• imyliy_n_w,m swmN vodanwnh pmaneee
parAamunnEs�l ANb rEocculANrs
1. $rlacl OotcS,lanls that arcapropdafe Fee Me wllsbeingcapmadduring
om[rlxtlon, sekxtlng from UN A'[ OH'k MepJApt'nned AAMS/FJoc[uMnH.
2. Applyl ocyli nis at or bifae Iha nletilo Emwipn and Sedimont Control Mcasurot.
1. Apply fleculanlsat the concentrati is mfu[dled n the NC OWlr i+sr 4Appaoyed
YAMS/fyuy+dnfm ane In a[cgedaeoe with Me man faclurer',MWIrctions.
i Pm Ae ponWng ane o [onpnnmml p! eatdSawmwv erdefpw dl han,,I q
pH ne
S. Stec .,.A. Rr Irak.rool tenlrnenlHal a•. kept Nnder stapmaesurani corer
pnyded N No dicN,wro= shixeurn.
E rMErf ANR NEHKIE NaWafTENANCE
1. nuimain.:HitksaMepnpn,[«apreYemdeenargedlwi¢s.
2. prmidedmp pantpnder anyequipment.
3. Identify leaks and repair as rpm a feasible, a remove kakfng ewipm rl from fhc
prglen.
l Cdket:Agpent huidt, More in segueare eemiinor nd prpperw diopou As
malwaout wore Ireryek wpm post Dlel.
5- RengvelHdg_,rude[and Com[ruction egoipmme lrom iemCC, until the prpbkm
Msbeen dPCreueA.
5. Nl,q used luels, lubmickflu. tpclams, hwdfeuli[ fluids and pthar Pe Miorn lamfp
ma rotating w disposal cenler that harmOkslneu maletals.
k1TTE�gdIkpNO FdATFINAE ANO W!G CLEaW NG wASfEMATEPIAF ANO W!G I:kEAW NG wAgfE
1. HoverWryrburnwasCo.P,He litltt and debmis in appmamad waste comalnen.
2. Prpdde a wlficienr number aMsix of waak,. aimcy fc.g dumpMar. IF fi
reeeptidej An site m contain comNmuctipnaM domestic waptn.
waIers
3. E«are wauedpn[ainen as kas[mfeetawrl From veto Brain inleos one wrfex
unless tiro Other aNernatwei are reawneb, aranabk.
a- kaml waGlfpnidiner ....Slhal O0 eel u[eire whyan,ialameuNSOtmroN
from uplan l.reai and 91A n t drain dmar[I,m a sear. Brain, tueam«wetland.
S. Cove waste contalngrs at tine end of each workdayaml before•[nm esems er
prarlde spppndary containment. ReWir or replace damage¢ was[eedmalnert.
G Amhpr all IghlwpiRM1l ilemsn waste wnpiners tivnrra mimes of h,ah winds.
Fmryy wham rmyalrcra aanwM,d tin on-u n fkw fNAe Ilp;mmenlarolyg
erennw.
& Onpow wasw oH•siw at an approved disposal tattling.
A On businessdays, clean up am depose of waste en deAraled waste comalners.
PAFrrt MO OTHER UCCula w(STE
1. Oonot eumppainm ane oilier IlqusO waste Ina slum steins, s�reamsnwnYnes.
2. locate paint was,005 at least So feet awryfrom storm drain IMelsancisurfee
w gersunle,sM Other evnativnrc amasonably"lable-
3. CoMaln liud AMNes M a contrpNedarea
4. Contalnmml mull be IabNpd, [iaad and pla[M epprep! ty for the needb O"ire.
S- Prevent the duharge Of swps,s*.eM detem{ena mad other liquid w.-A from
mttlonsires.
PORTABIETOiLM
I. ImNall penaw !pink is on level greyed. at Irast $O feat rr r?rpm Ftwom gains•
strevmsor wrtlandsunless M,a nupe%omalima reawnabh.vaA•b*.. H5Ofupt
.Hsrr is rot att.in..I , prwode rclocarionof portabletoilet Eehpd Ittfence.,late
one gravel pad and rurrau,d wash sand'A"
2. WpideuAIMlu anchoring of porahle takts during periods of highwind, a in hi&
fopttr0keeas.
3. Alenimr penabk[e sins for leaknp and properly dirpow of any kahed matenal.
miliw i komo d! sanitary waver ly,/a to rmRrmp leaking m•tabte toilet, aN replace
with pmep•de operating unh.
p��•
Tf � 1'• lT �F
csLa�a_irR1N[aa� � aamJl�m�
CONCRETE W AS110,1T5
1. op net dselurge mnrseua[emenl Bitty hornthe Lbe.
3. Di,po,ept, or mcnynesettled, hi AM oonoele residue in--do-wrath local
.M aura slid wears mo.I.[iom and ae an approved Facility.
a. Manage oachcul from mortarm��r,inn aoardaraa wort, the above item and In
addillontAacc [ho rrnar and assouatcd meariah .impervious barrier and within
let perimeter stir I. -
4- I.ball temporp,I ophomerc wac,outs per Ipoal raquir[mcnt%whcm applicable. Han
an im f.w rpmtlul H to be use0, conaR your appmorar aulnoriry rpr
irk atom amraval.
If karat sta ndard drtails arc not aeailabir. pre mr d thr lop
typesol temporaryr avnrmte wamrw�n pmr,dcd Detrain delaa.
s- Oo not use coryrete sr""'lor dewa,er,ng or storing defective curb or sidewalk
clns. stermwa,er accumup[ed vooln the washout may lot be pumped,ntoa
,"Arood to the storm Aramsystem or m NdN mad.. wafeni-*.Id wastrmutt
too pumped out and re dflanpmujw-
6 locate washouts ac toast w Coetf- "-,kiln IMett. su fave wabert unless itcan beshpwnthat no other akernativn armrrasonabh awdabk. Ma minimum,
stall protection of Norm Aran inleblsl cR-N m me waaMwt wnkh [ouM recel.e
splllNrorerfbw.
T- k«a*+washp In an easily accnaire area, on Icrcl ground ask IwA a None
entrarnoe laid lnfenntOtmewashout. Addltbnal[nntrolsmay be requlned6ylhe
appnovnng authormy.
A, Install al Coast mown dlrecling corcrete trucks m lone washout WMln the prolecl
lords. Pose slgnagem the wasiwu[ttseFmkenufy this bcauon.
9. Remove leaeingN from the workout when at AbproeimaleN]5% capiiry to lirla,
werF1oa, s. RePpre[ha ramp, sane bagsape�n umpuary Mrunvra
emponems when ran longer Functional. When uflibng al,emav or proprktary
products, idlow menufacwrers lnNfuctlom.
10. At the eempk[i- M IN cCs.re[e w'[asn, enyberemaining a 'qg ane dimaesed
M epprmH•d dim-Allacipty. Fill Pit, ilrapplkabk, and itawiie arm, INrAurban[e
caused by removal of washout.
EARTHEN STOdm111 MANAGGrNT
Hap am. PESnOmm"a AOOEIJT1pJ
1. Stem and apply herbkdea, pnuddes and modenikldas lnapwmdmw wkh label
1. Shute stp[�ile bsation,w pleas. kacalr earthen me[niel stockpile areas ackas[
a Stec loth silty pcatiddes and rodemkkksin [heirs priRinW den[ainers wkh ,he
5pfea[away lrom Ntamdrain inkty sediment basins, perimeter ueimem eentfdN
tarok which tills direc[ipm tin Mae, irngreeienrsaM Grs[eM ueq in uu pF
and surface waurs Nnlew it can be snownrno Diner agemaf Bare rcaso,lably
x4eM.0 poisoning
available.
k On-N-lrrb-k,(w ldn arM rrdm..Wd In—whr fk-n"
Z. Prouc[NotkpikwiMsilc Fence insulles abng,xdrtope wilna minimum pHs, of
possible or mier.Mey may Bpi w leak pin wellA mormwa[er Maim, grouts waier
irve feet from ins toe Of s[IXkdll.
suttees warn. Il a Ball «suit, -.A erect in,rmeEHyelr.
3. Pwnde NaMe s,pne anew pain[ when feasible.
0. ON ml Ntpckpile Mere ma,erialsonNila-
d. Stabdiu, Nockpee with, the Gneh.-pmvidrd on this Aeel and in aardancr
with the approved pienaAcl." Adllloml reWiremenls. Solt stabAiiation lsdef.nw
As vegetatree,physicaly dhamkal coverage le[hnl_ tort will reslraln aaele•rted
HAiAR00YSANpiORIC WRSTE
1. [torte dPtlPnahHk nykardPNt wapmwmclion arwt pn•tiw.
]. psxc"Ned.,wvstccontainers lmtlefo� eeoMary root. xlmenl.
Ondlaturhad wpa. for {empprary r pnmanent conA-W eel
`GS-; HtlRtH CAR6LtIHA
?.�� fnrfronmenfol Qua►lly
op mot s[ne karacedgs elmetrnu1'. d'.- dr bnneA md,eheb dl,,aty Rot nN Prune
NCGO I GROUND STABILIZATION AND MATERIALS HANDLING EFFECTIVE: 04/01/19
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SHEET NUMBER
C202

I(N4p 8.1/2NOROL MONUMENT 'UNION HYJ9'
ddd\ll��llll DsnmxG-49$p59.84 FEET
�— GSRNO=I.sOz,59FEET fEEF — EIEYAnON=8g5.4 FEET (Niyll �
,ONBWEp CRIO FADiOR: 0.99dR� .
/ SOIL TYPES LEGEND:
/ APB-Appling santly loam, 21o8perce'l slopes
$CA AUB - Appling-Urban land complex, 210 a peI— dopes
SCA- Secrest-Cid complex, O l0 3 Fercenl dDpes
DISTURBED AREA
TOTAL - 4 48..'JO ACRES
--- AREAATAREAB-----------�— _-
STOCKPILE
/
n�
STOCKPILE LOCATI............
NSMUST BE CONTAINED
/ / i' a WITHIN SILT FENCE WITH TEMPORARY
NGAP
-� - �� REFERENCE RO TO SOIL STOCKPILE.
REFERENCE EROSION CONTROL NOTES ON
.EMERGENCY
POST-POA-2SPILLWAY WITH
FILTER FABRIC_�a\
l / LEV: 726.00)
�y �� ��1��1 �'—�M�-
OUTLET CONTROL STRUCTURE. o P
REFERENCE DETAIL CS-B FOR 14 ///--,M1,f'"-/� ,«� 1� �GO \
_ NVERTS pI pr a pn i \imm, .cu a — _\\\ -
\ ice/ �. _ {
/ ' R1 SEDIMENT BASIN B
\� „I`\ DRAINAGE AREA B:
\I ��'./ J/ /'\ i7.37 ACRES /IF�11�� ^pll I1141IIII\00I I\\\
" \ T /II \ s
C = 0.60 F IP ;y \ \ ea C�crcte O I Axa5 \ ; \�
I_ TC = 5.00 MIN
ar llllpllll
(� vI � a8] tF OF b' Re nrorce4 Lmrrete O 109i
V,�il
RE A 10
PoRNdpp 0 GHr PEE ON ^\ 8] F
E r \\
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O '1 / \ , \ 1 I �. $ / \ // l lI�dGI/B'M - J1— \\ \ ) 2 " R _' ✓/ R3
p'V - DD
CD - N
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7�
+e \I -I9e\ l_\\MA DIVY. /' -/\ III /)\ `\ \\ �\ \ I\ 1 \ t\\ -- --_-' - PoN aJl594
_ v� ��,a -- _i eeeaie
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I\ -� \ I
1 a J
\ l\1 /\l/I - , /\ ��l / r�iJi-\ I � \�\�-� SEDIMENT BASIN A
-\\� \ \ \ a) \r9 \�/iit`'..:'�' ^�/ \✓// � \\ l 4W 11 \ \ _ \/ / I/!C „ DRAINAGE AREA A: \
_EFjHIGH�HAZARD SILT FENCE ��/s�//"� _%�w / A i /17 y t32.22 ACRES
DRAINAGE AREA E \(eTO /^\\1\ �I1�1 11/ C = 0.60 '
30.42 ACRES "/ \ �L//�"' �` ra !\ � y = �`� i%�-� \ ,^f' *c
TC = 5.00 IN \\ \\\\\11 ,.)/\p \ \ / /,,^ J\ (ilrr�`^b �`\ '\ Il 1 A
vv vI�o.ly A sls,v �/I A '�A 0171v� �,_ 1%�l / �y�—s'��///' Iv vtiv 1 /1 Ivy -r ce v ,v v�\� v°
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SKIMMER SEDIMENT BASIN C
l%:f 'ol�' DR i12B7E ACRES C \
1
P ST POA % �1 I C = 0.60
/ v R8 \ TC = 5.00 MIN I \ \ \ \ 1 \ /
'
1 a _ rs; A �
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\ PJURIS^IMPACTS NO \ \ '`C
STREPNS/ET-AND 1LAN05 ARE BEINC
/ _ \ \ / \ - \\ \ PERMITTED UNDER A NAIION'MDE
SEA /(` 404/401 P.ANIT. CONSTRUC110N IN '\� Y /
SF _'\ \ \ --/I/ \ �, \ \ \ / \ \\\�_ �� '^ THIS AREA IS NOF TO COMMENCE \ \ \ 1��-s / \ 'zo^
\ r
C `-- UNTL PERMITS ARE APPROVED. -
-
�_ MATTHEWS-INDIAN TRAIL ROAD 7-- - --
. PE &` W RN1M iBDln r \Pwlld \\ \
R
/ ,\ '/ /
I �
cm II
ADB I I �
1 I i
s B.--t, tpgeth R, wl tH th. concept. and designs presented Nerein, as an Instrument of aerwce, is Intended only TO, tYle specific purpose and client fm w c, it was Orepored. Reuse at and Improper reliance an tYlis document wl hM1 written au h-B.B.I, and adaptation By Kimley-Horn and A ... cOt
SH EET C301 FOR DETAILS.
tip.\ l\ \\
4a' Re nface4 Concrete O I.004 \ �� �_ � r lI / / \/
v� OUTLET CONTROL STRUCTURE.
`REFERENCE DETAIL CS -A FOR
INVERTS
_POST -POI _3_
Hsj\I IP kl 1 ,�" —\
45' WIDE
EMERGENCY
SPILLWAY WITH= -
/ramFILTER FABRIC
^(ELEV: 701.25)
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LEGEND
- -
LODE LODE
PROPERTY LINE
LIMITS OF DISTURBANCE
EXISTING MAJOR CONTOUR
_
EXISTING MINOR CONTOUR
PROPOSED MAJOR CONTOUR
PROPOSED MINORCONTOUR
LIMITS OF DRAINAGE AREA
PROPOSED BUILDING FOOTPRINT
XXX
SOIL TYPE
SOIL TYPE BOUNDARY
SLOE ARROW
SFO ®
SILT FENCE OUTLET
SIG. 0
SWPPP INFORMATION SIGN
IF
CONTRUCTION ENTRANCE
U. > >
PHOPOSEO I EMPORARY DIVENSION
CD
PROPOSED 12' COIR NIATTLE CHECK DAM)
LIN // t -/��/�
SK
••-- ••
TEMPORARY JUTE NET GAFFE
TEMPORARY RISER AND SKIMMER
BE w w
JH—]P—TfR—
PE L
TEMPORARY SILT FENCE
TEMPORARY SILT FENCE.FHOOK
TEMPORARY TREE SAVE PROTECTION FENCE
HZ. .t .t
EI
HIGH HAZARD SILT FENCE
PERMANENT STORM PIPE
TEMPORARY STORM PIPEISLOPE DRAIN
IF Q
INLET PROTECTION
SFR
STONE FILTER RING
Al. ®
RIP -RAP DISSIPATER PAD
NAG DS75 OR EQUAL (UNLESS
EROSION CONTROL BLANKETISLCPE
ECB
OTHERWISE SP CIMED )
STABILIZATON
S.
PS
:::
TEMPORARY SEEDING ANDMATTING
TREE SAVE AREA
11 NOTES TO CONTRACTOR 11
1. REFER TO EROSION CONTROL NOTES SHEET FOR EROSION CONTROL NOTES.
2. ANY OFF -SITE BORROW AND WASTE REQUIRED FOR THIS PROJECT MUST COME FROM A
SITE \KITH AN APPROVED EROSION CONTROL PLAN, A SITE REGULATED UNDER THE
MINING ACT OF 1971. OR A LANDFILL REGULATED BY THE DIVISION OF SOLID WASTE
MANAGEMENT. TRASEIDEBRIS FROM DEMOLITION AGTIVITIES OR GENERATED BY ANY
ACTIVITIES ON SITE MUS BE DISPOSED OF AT A FACILITY REGULATED BY THE DIVISION
OF SOLID WAST- MANAGEMENT OR PER DIVISION OF SOLID WASTE MANAGEMENT OR
DNISIDN OF WATER RESOURCES RU ES AND REGULATIONS.
3. STOCKPILES SHOULD NOT BE LOCATED WITHIN 50 FEET OF ANY STORM DRAIN, BASIN,
OR STREAM) UNLESS NO ALTERNATIVE IS FEASIBLE.
4. EFFECTIVE OCTOBER 1. 2010, PERSONS RESPONSIBLE FOR LAND DISTURBING AGAIN ITIES
MUST INSPECT THE SEDIMENT AND EROSION CONTROL MEASURES ON A PROJECT
AFTER EACH PHASE OF THE PROJECT TO MAKE SURE THAT THE APPROVED EROSION
AND SEDIMENTATION CONTROL PLAN IS BEING FOLLOWED. SELF INSPECTION REPORTS
ARE REQUIRED. A SAMPLE SELF -INSPECTION REPORT, AS WELL AS DETAILS OF THE
SELF -INSPECTION PROGRAM, CAN BE FOUND ON THE LAND QUALITY WEB SITE.
CONSTRUCTION SEQUENCE
ONCE -HE TRAILER. PARKING. LAYDONIN. WHEEL MASH CONCRETE WASH LT MASON'S
AREA, FUEL AND MATERIAL STORAGE MATERIAL STORAGE CONTAINERS SOLID WASTE
CONTAINERS. PAVEMENT PC VEROATION, ETC. ARE IN PLACE, CONTRACTOR SHALL DENOTE
THE LOCATIONS ON THE PLAN. IN ADDITION, NOTE ALL AREAS WHERE FILL IS IMPORTED
FROM O t SOIL IS ENPORTED TO ON THE PLANS.
PHASEI
1. STAKEIFLAG THE LIMITS OF DISTURBANCE (LOD). THE LOS IS TO REMAIN
CONSPICUOUSLY MARKED THROUGHOUT TH- ENTIRE CONSTRUCTION PROJECT.
2. INSTALL AND STABILIZED CONSTRUCTION EXIT.
3. INSTALL PE RANI ETER CONTRO_ BM-S, STONE FILTER RINGS, SILT FENCES, J-HOOKS,
AND INLET PROTECTICN AS SHOWN ON THE SITE MAPS. CLEAR ON L' THE MINIMUM
AREA NECESSARY TO INSTALL THE PERIMETER CONTROL BM PS.
H. PREPARE TEMPORARY PARKING STORAGE AND STOCKPILE AREAS
5. CONSTRUCT AND S-ABIL12E SEDIMENT BASIN PER THE DETAILS. INSTALL SKIMMERS,
RIP -RAP APRONS, BAFFLES, AND TEMPORARY GULF ALL CONTROL STRUCTURE AND
PIPES P-R SEDIMENT BASIN DETAILS. IMMEDIATELY STABILIZE SIDE SLOP-S WITH
NORTH AMERICAV GREEN SC150 EROSION CONTROL BLANKET AND TEMPORARY SEED
SIDE SLOPES AND EMBANKMENTS.
S. AS GRADING ALLOWS, INSTALL STORM DRAINAGE STRUCTURES WITH ASSOCIATED
INLET PROTECTION.
]. IN
TEM'ORA,RY DIVERSIONS DITCHES WITH ASSOCIATED COIR WATT_E CHECK
DAMS AND RIP -RAP APRONS AND SLOPE DRAINS. STABILIZE SIDE SLOPES AND FLOW
LINE OF -HE TEMPORARY DIVERSIONS WITH EROSION CONTROL BLANKET PER THE
DETAIL. AND AS SPECIFIED IN THE DIVERSION DITCH CALCULATIONS. CONTINUOUSLY
REFRESH CHECK DAMS AS SEDIMENT BUILDS.
ILL
,�.Z. GRAPHIC SCALE IN FEET •
0�- 0 50 100 200
Know what's below'
Call before you dig.
PERMIT REVIEW
ONLY 11
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SHEEET UMBER
C301

IT
77
00
Ln
IKD
14)
20' WIDE _�` v vv T\
-EMERGENCY
- V'--- �- — -- —-_ �\
-------- — -- —
_SPILLWAY WITH
I / /r,- FILTER FABRIC
POST—POA-2 _
(ELEV: 726.00)
I I ill
- i OUTLET CONTROL STRUCTURE. ';
♦♦ q4_
�l REFERENCE N
DETAIL CS-B FOR II _ /�, /r'J.—
INVERTS —
_.�I-
Ir�--- n,�ilur�llll ,p`' I' i bB 6 1Tj4��
w//r I v ! B41
T-�v _ Ali //� s/ �/p iu�l(I 4�l PG 3 fMENT `���=,
\ \ II ' i III/I III �l IIIIII r ` \ \ Q \ ��
I j II l // II���/ N llljlT���„a/
SEDIMENT BASIN B // I /� (II I1 III IIII I �/ 720 = 719_Qif^'�"'�
\ `'I // DRAINAGE AREA B: 11 J J "� / 0�I //1 Lam- \IIIIII III ��� 778 \ _
Do
i7.37 ACRES l /Il I /�I I IL V - T �,�j 4�n Q
/ /l II / II IIII \ \ J7 F 7
c = Dso nl IIv`i/ IOII�IIII I Do - s
\ TC = 5.00 MIN\I IIII \ \ r R\\
it it �/ " IIv/ vvar ( LU
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LU
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\ \JI(II/%(III//I 1 i \ l: , / lI u/Ilo IIIIpIu u \ _ \ \ ' �U
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— \I 1 _ /l 111/II\\I IUllgll\\I�,' I a
l 'b� I I // \ \ //- maiPRnA RIOP�iE �FROpI I—
. /���ll\o� � ,>, '_
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�� V I I• 52 q / III II IIIIII v 19 (IIII / / i / I I V A
I � � A I dIII IIIIpII III ( 1 v A
� '� ,/ I ��/ I I I ul/u v I v / I� I v
pll�Iih�l I
} � � / I �@'� .� '� \I �j111j/�Il/i
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o—/`I,vi;/ v A� v ■ vim/ r/ / ; ( l II���, -- ��—
iE-
�aorcn� __/� A P I sI11l �i
/ \ �, �\ I IIIIII - .�- / \ \ r 1 \ \ ■ _-' -`-
" OD TVP.1\\��� ��� I I ■ I l 1 l \ \ ,\ .— —
��2 , �\ l \ / \ IIII / \ \ \ ■ ,\ � '�� /� �'
v.vv / III v / v v v I—\ Vmoo/
A / vv / v I v v v
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A �� - /- 3 J v`/ '/ ✓�� TL / �1v v� A
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LL l ii/��/il v_� / — =1,. i ♦ / ll� Avv
0
-♦ - ♦, 1� v_/ ♦� ;/, vvv i
i \,�' - ' \\`\\\
HIGH HAZARD SILT FENCE i j'�c , r/l) /� I I �� �,�5 =� 1 \\�� \ \ \\
I I I I DRAINAGE AREA E: c\ _ �� \ l // I J /" \ \\ y
II /I \ all 4 II i0.42 ACRES \ / - s�\\�\ i /\ /,/ TO) / I\ III /� �\ \ V t/ - \� ����''. �__ \ �� // _ 1
/ I v I i/
�I RC \\ ' I TC = 5.00 MIN �. �/ /( .�\ �� \; �� �� ■ �% i/ - �\
I\ I\Jmoot
I�I \ l/ I pall \ `�\\\�\\\\�\ \IBC �f \\ ♦ .� /^p ��4i•\� ��-- _����/i�i �,-_ - Y
Bls ,
IN
TflTILE" / r �i iP�. A V�A� ♦ - ' i% I/ J i l �� / — - �, ''-
Ts. /
i III .�/I11 Pv T_ AUB
LEGEND
� IID� 1��
LIMITS OF DISTURBANCE
EXISTING MAJOR CONTOUR
_ _ _
EXISTING MINOR CONTOUR
PROPOSED MAJOR CONTOUR
PROPOSED MINOR CONTOUR
LIMITS CF DRAINAGE AR -
PROPOSED BUILDING FOOTPRINT
XxX
SOL-IE
—
SOIL TYPE BOUNDARY
D.GG%^
SLOPE AN—
GFO
®
SILT FENCE OU LET
SIS
SWPPP INFOR.ICTION SIGN
CE.
CONTRUCTION ENTRANCE
TO
> >
PROPOSED TEMPORARY DIVERSION
CD
PROPOSED 12" COIR WATTLE CHECK DAM
JN.
—////////—
IEMPOHARVJUIENEIBAFF_
SK
�— •
TEMPORARY RISER AND SWMMER
GF.
JH
s s
L
TEMPORARY GILT FENCE
TEMPORARY SILT FENCE. HOOK
PF.
TEMPORARY TREE SAVE PROTECTION FENCE
HL
HIGH IIALAHU GILI FLNCL
PERMANENT STORM PIPE
SD.
IP
......�
O
TEMPORARYGT.P. NPEISLOPE DRAIN
INLET PROTECTION
SFR
STONE FILTER RING
RR
®
RI —AP DISSIPATER PAD
NAG DE75 OR-OU AT(UNLESSEROSION
CONTROL SLANKETISLOPE
ECB
OTHERWISE SPECIFIED
STABILISATION
TS
.:.:
TEMPORARY SEEDING AND MATTING
PG'
TREE SAVE AREA
9,�.Z. GRAPHIC SCALE IN FEET
��- 0 25 50 100
•
•
Know what's below.
Call before you dig.
PERMIT REVIEW
ONLY 11
DO
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SHEET NUMBER
C301 a
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LLJ --' -- ,-- V vDD ` v A / v ��< iL Iror _INVERTS---
,\ GI.
Iv - - - -- - / vv ` v ----
c� vvv ,� o / POST—POA-3-
--__' 12" DIAMETER_—
i SLOPE DRAIN v v v v alr I/w I i v N,nv I Gam)=_�-
----
III v v vv vv Ts'
TT
� \ / ) / \ \ SKI.
t \ )1\\ \ lam\ \ ( \ \ l ! /
EMERGENCY ------- �-
v__�� v �' e I SPILLWAY WITH FILTER FABRIC vv v� /,� _ --� /
/i vv v v 1 / v v wvv v� v 1 v vII V- v o `I / I (ELEV: 701.25) dvl- , /�� -�- _
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r _
\ I = DRAINAGE AREA A: L/I 1 �_�
\ \ '� i32.22 ACRES / I J \ ( C = ().sof/� / l / I � / �) / 1 I ) I �r�� -- ----
- ----__--TC = 5.00 MIN I i f / / / : ?S �" l�a° \ /
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LEGEND
— — — — — — — PROPERTY LINE
IID� 1�� LIMITS Cl DISTURBANCE
EXISTING MAJOR CONTOUR
EXISTING MINOR CONTOUR
PROPOSED MAJOR CONTOUR
PROPOSED MINOR CONTOUR
LIMITS OF DRAINAGE AR -A.
PROPOSED BUILDING FOOTPRINT
O
XxX SOIL TLRF
— SOIL TYPE BOUNDARY
0 00% SLOPE ARRO\V
SFO ® SILT FENCE OU LET
AS S—PP INFORMATION SIGN
O
CE, CONTRUCTION ENTRANCE
ID > > PROPOSED ILINPORARV UIVLRSION
w
Q
O
CD PROPOSED /2' CO —ATTLE CHECK DAM
/ ` Q o
JN,—////////— IEMPORAHYJUIENEI BAFF_
o
SK �— • TEMPORARY RISER AND SKIMMER
3 z
o
SF. > > TEMPORARY SILT FENCE
Y
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JHTEMPORARY SILT FENCE.IHOOK
PF, TEMPORARY TREE SAVE PROTECTION FENCE
v N
HL. ec •c
HIGH NAZARU SILI FLNCL
PERMANENT STORM PIPE
SD. I......�
IP O
TEMPORARYSTOR. HPEISLOPE DRAIN
INLET PROTECTION
SFR
STONE FILTER RING
RR ®
RI —AP DISSIPATER PAD
NAG DE75 OR-OU AT(UNLESSEROSION
CONTROL SLANKETISLOPE
ECB
OTHERWISE SPECIFIED
STABILISATION
TS
TEMPORARY SEEDING AND MATTING
PS'
TREE SAVE AREA
9,�.Z. GRAPHIC SCALE IN FEET
Off- 0 25 50 100
PERMIT REVIEW
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V4' v i� �� 1. �� 7_'3' vv of vv v / l I / l r� �� i 1 / �r F /� —_ _ mow-
10' WIDE l 1 vv , � �� _,a� _
EMERGENCY f� IR V / 1 r I / _/ r
SPILLWAY WITH FILTER FABRIC
(ELEV: 743.25)
/L
/ m
SKIMMER SEDIMENT BASIN C / / / / / / ` / —/—
,fl DRAINAGE AREA C: I ( I
1H t2.87 ACRES
C = D.60
TC = 5.00 MIN / / - - - HL
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— — — — — — — PRGPERTY LINE
LIMITS OF DISTURBANCE
_ _ _ EXISTING MAJOR CONTOUR
EXISTING MINOR CONTOUR
PROPOSED MAJOR CONTOUR
PROPOSED MINOR CONTOUR
LIMITS CF DRAINAGE AR -A.
PROPOSED BUILDING FOOTPRINT
XxX GAL -IE
— SOIL TYPE BOUNDARY
0.00% SLOPE ARRO\N
SFO ® SILT FENCE OU LET
SIS. 0 SWPPP INFORMATION SIGN
O
CE. CONTRUCTION ENTRANCE
ID > > PKOPOSLU I LINPOKAHY DIVLHSION
w
Q
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JN.—////////— IEMPOHAHYJUIENEI BAFF_
o
SK �— • TEMPORARY RISER AND SWMIMER
J 3 z
> > TEMPORARY SILT FENCE
LLSF.
O ~
JH—R—T�lV-1P— TEMPORARY SILT FENCE.IHOOK
PF. TEMPORARY TREE SAVE PROTECTION FENCE
v N
HL. x� •� HIGH H?LAHD SILI FENCE
PERMANENT STORM PIPE
SD. II .. TEMPORARYSTOR. PIPEISLOPE DRAIN
IP O INLET PROTECTION
SFR STONE FILTER RING
RR ® RI —AP DISSIPATER PAD
EGG NAG D375 OR zQU AT(UNLESSEROSION CONTROL SLANKET,SLOPE
OTHERWISE SPECIFIED STABILIZATION
TS ' .TEMPORARV SEEDING AND MATTING
PS TREE SAVE AREA
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��- 0 25 50 10
00
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r
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LEGEND
— - - — - - —
IID� 1��
PROPERTY LINE
LIMITS OF DISTURBANCE
EXISTING MAJOR CONTOUR
_ _ _
EXISTING MINOR CONTOUR
PROPOSED MAJOR CONTOUR
PROPOSED MINOR CONTOUR
LIMITS OF DRAINAGE AR=L.
PROPOSED BUILDING FOOTPRINT
XxX
S.IL-IE
—
SOIL TYPE BOUNDARY
0.00%
SLOPE ARROW
GFO
®
SIL FENCE OUTLET
GIB
IF
SWPPP INFORKIATICN SIGN
CON-RUCTIONIENTRANCE
TD
> >
PROPOSED TEMPORAR/DIVERSION
CD
PROPOSED I2' COIR WATTLE CHECK DAM
JN
—// // // //—
I EMPOHAHY JU I E NE I—FE
SK
TEMPORARY RISER AND SKIMMER
SF.
JH
PF.
s s
—R—T�11-1P—TEMPORARY
L
TEMPORARY SIL FENCE
SIL-FENCEJ-HOOK
TEMPORARY TREE SAVE PROTECTION FENCE
HL.
x� •�
HIGH HAS—SILI FENCE
PERMANENT STORM PIP-
SD.
��
TEMPORARY T.E. PIPEIELOPE DRAIN
IP
O
INLET PROTECTION
SER
STONE FILTER RING
RR
®
RI —AP DISSIPATER PAD
NAG DB75 OR EQUAL (UNLESS
EROSION CONTROL SLANKETISLOPE
EGG
OTHERNASE SPECIFIED)
STASILI2ATION
:::::::::::::::::::::::::::::::::::::::::::::::::::::::.
TS
....
TEMPORARY SEEDING AND MATTING
PS'
TREE SAVE AREA
,�.Z. GRAPHIC SCALE IN FEET
��- 0 25 50 100
PERMIT REVIEW
ONLY 11
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SOIL TYPES LEGEND:
O F
APfNln9 sandy loam, 2 tc 8 Percent sloPes
SCA Appling-Urban I-d complex, 2 [o B percent sloPes
Sec:est-CIA eomplex, 01, 3 xment slopesINCCS CONTROL MONUMENT 'UNIUN HER,
(N1p 8-i/2011) I
NORRIING-49$05984 FEET
fAEYAIIONI502,54Gg8 TEET DISTURBED AREA
B95.4 FEET
C(Na
ORy° 89)
f. DNgmEp ID FACTOR: 0.99984M5
TOTA_-x 45.i11>gCRES
AREA A AREA B
v w� STOCKPILE
_- l / / , '� ' ' �' i �/ J STOCKPILE LOC4TIONS MUST BE CONTAIN EO
�rs WITHIN SILT FENCE WTH TEMPORARY
- \\-_--_ \�` SEEDINGAPPLIEDEROSION
I OSOIL STOCKPILE
�C9 _�s REFERENCE EROSION CONTROLNOTESON
,� --_ - _ _ _ �'� �/ / ,' ' A /' j � '� / SHEET caul FOR DETaLs.
--- 20' WIDE - -
)EMERGENCY ��_ �_ \ - -__ __ f \��\�� � ___ `/
POST-POA-2 /, ^M SPILLWAY WITH \ - \ /\ - - _ /NOFp
\I ro i OF/c yam+, �'a FILTER FABRIC a_�a\ \= lei _--FN0fNc����c,�\`
l LEV: 726.00)
l Flb2S
OUTLET CONTROL STRUCTURE. ^/ — \\, \;\, ,/ \I
REFERENCE DETAIL CS-B FOR illllli4 _--q°f'"-/�CD:::: �e r-\
_ INVERTS I�lr ,ie r''� r a Mt., \�\; 12 Lacnnax - \ -
Fu lml"POR q Lr Dnru�r claiErn
J / lrii s m,f.P"„e°er , - ? ridr�
1 - �/ r r 11 pnul!\ F y'_ \$ _ `
u r� Is'� �.. _ ^� r� ' /lIII \J�I�'F \ ° �` _ =�� tip. t
\ ���/ "R1 SEDIMENT BASIN B--_� _ �\=���c\� \ \ --\ -
\ DRAINAGE AREA B /1�/)II1Ifi ���IIII�`I�III\DDT '��n'�, ae\\ter. G] _ \��--
�///^{- i7.37 ACRES \�\ iF E cea cane _
O �I // phlryl illl\ ) SF IP \ uF] nru \�
TC = 5.00 MIN
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ry j �,M �-- � 6y, � FR ia].9x - A
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IF,
s
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\ 1 ^z\ �, \l `- -OUTLET CONTROL STRUCTURE. -_
cDlr"'�-'��' /` / \ Ial�><= \\ti \ �I / I \ 1 i DO �IiRa - REFERENCE DETAIL CS -A FOR
! / \ ' ` 1 I/d\II ����- \ �\ 'I \\ \l1 \ \ �\ \ - \ n.. \1 \ c� INVERTS /
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\`\\ \/ - /\ \�i\ Ji - \ - - 'i 11 \ r s i, t \I �' _ -
1/ ^\ \ ��\ -\� \\\r1 i EMERGENCY
.SPILLWAY WITH '
-
i
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1 fl ((
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t Q \ \ 1 I ��
,o- ^,,\ 3 _ \\ \ , \ I \� e _ C // /,"'' t22.3G ACRES < h /m �,;1,_f=r)IAII, /I lh„ ELEV: 701.25
HIGH\HAZARD SILT FENCE ��l i_// e ) I -
/ \ /
DRAINAGE AREA E �TB./ 1 ^'^^ly\IG� - \�\ 1 1 11l i°p^2m _ -
i TC 500 MIN
V I / Fa t0.42 ACRES .I A Fp�---•IovvIt„ Tc=5.0-0MIN vv vvv��v ' /irrr��^b, ^u ✓-+p'�y 1�1/I'
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' \ I
EMERGENCY DD \ - _�
IL AY WITH \ \ III \\ i ^a'! / / 1 / l I \ I^ - o-,� _ / / / F° \ '\ \ 1 / I �\ —
L�N / / TYR.
TDID
AR FABRIC ry /' Ma URISDICTIOI IMPAC S
11 'S I \ l I / I I , / / I I°
5F ) / �/ SIREAMS/NETLANDS ARE BEING^
EMI 743.25 - /D
I \
i l 1 / l / >s „� PERMITTED UNDER A NA°gAPADE
n-
SKIMMER SEDIMENT BASIN C // I I l / ' 4o4/sot PERMIT. GGNsmuCNGn
III 6 I ° / AREA IS NOT i0
DRAINAGE AREA C: / I UNPL PERMITS PRE APPflGWED. \ I I is - _
i2.87 ACRES l l \ \ `b'i
P ST POA 1 EJ` I C = 0.6o I I I 1 I - - � r / l l / ___ p r� ' ,' %I III I \
TC = 5.00 MIN I\ \ \ \ \ / r - _ - rk ,� I° IIr T -� �- _ z_I / I ,a
1 \ ( J
- \ -/ 30" CMP _ - — -
I I SKIMMER SEDIMENT BASIN D' -I'� ! / / ' C -
\\ \ \ '\� DRAINAGE AREA D:
ACRESA
A-
/ c INN OUT: 714.00'
Tc 500 MIN \\ I \a hnl cE S "-LENGTH: 60.00' @ 1.7%
' START °
7m.Eo)' � � m `1 " H2
° \ ms-�6\\� \ aouB�e ditm \ /( _�' �\ \ L, ,l \\,�T
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LEGEND
PROPERTY LINE
ssssssss� IIDssssssssssss� 10°ssssssss� LIMITS OF DISTURBANCE
EXISTING MAJOR CONTOUR
EXISTING MINOR CONTOUR
PROPQSED MAJOR CONTOUR
PROPOSED MINOR CONTOUR
LIMITS OF DRAINAGE AREA.
PROPOSED BUILDING FOOTPRINT
XXX SOIL TYPE
SOIL TYPE BOUNDARY
0.00% SLOPE ARROW
GFO ® SILT FENCE OU LET
EIS. SWPPP INFORNLCTION SIGN
CE. CONTRUCTION ENTRANCE
TD, > > PROPOSED TEMPORARY DIVERSION
CDPROPOSED 12 COIR WATTLE CHECK DAM
JN;—////////— IEMPOHAHYJUIENEI BAFE_
SK: z- • TEMPORARY RISER AND SKIMMER
GF. s s TEMPORARY SILT FENCE
JH TEMPORARY SILT FENCE J-HOOK
PF,—1P-1P-1P—IP— TEMPORARY TREE GAVE PROTECTION FENCE
ITS xz xz HIGH HA2ARD SILT FENCE
PERMANENT STORM PIPE
SD, �� TEMPORARY STORIA PIPE(SLOPE DRAIN
IP O INLET PROTECTION
SFR STONE FILTER RING
RR: ® RIRRAP DISSIPATER PAD
NAGD 75 OR QU AL UNLESS ER N CONTROL L PE
FOR
( ABIL TI O ISLOPE
OTHERWISE SPECIFIED STABILISATION
TS. TEMPORARY SEEDING AND MATTING
PIS TREE SAVE AREA
NOTES TO CONTRACTOR
1. REFER TO EROSION CONTROL NOTES SHEET FOR EROSION CONTROL NOTES.
2. ANY OFF- SITE BORROW AND WASTE REQUIRED FOR -HIS PROJECT MUST COME FROM
SITE WITH AN APPROVED EROSION CONTROL PLAN, A SITE REGULATED UNDER THE
MINING ACT OFT. 1RAR OR A LANDFILL REGULATED BY THE DIVISION OF SOLID WASTE
MANAGEMENT. ON SITE MUST
FROM DEMOLITION ACTIVITIES U GENERATED DI IANY
SI
ACTIVITIES ON SITE MUST BE DISPOSED OF AT A FACILITY REGULATED BY THE NT OR
OFISICK WASTE MANAGEMENT OR PER DIVISION OF SOLID WASTEIANAGEMENT OR
JNISION OF WATER RESOURCES RULES AND REGULATIONS.
3. STOCKPILES SHOULD NOT BE LOCATED WITHIN 50 FEET OF ANY STORM DRAIN, BASIN,
CR STREAM UNLESS NO ALTERNATIVE IS FEASIBLE.
4. EFFECTIVE OCTOBER 1, 2010. PERSONS RESPONSIBLE FOR LAND DISTURBING ACTIVITIES
MUST INSPECT THE S-DIIAENT AND EROSION CONTROL MEASURES ON A PROJECT
AFTER EACH PHASE OF THE PROJECT TO MAKE SURE THAT THE APPROVED EROSION
AND SEDIHENTATION CONTROL PLAN IS BEING FOLLOWED. SELF INSPECTION REPORTS
ARE REQUIRED. A SAMPLE SELF -INSPECTION REPOR AS WELL AS DETAILS OF THE
SELF -INSPECTION PROGRAM, CAN BE FOUND ON THE LAND QUALITY WEB SITE.
CONSTRUCTION SEQUENCE
ONCE THE TRAILER, PARKING, LAYDOWN, WHEEL MASH, CONCRETE WASHOUT, MASON'S
AREA FUEL AND MATERIAL STORAGE MATERIAL STORAGE CONTAINERS, SOLID CASTE
CONTAINERS, PAVEMENT PU LVERI2ATION, ETC. ARE IN PLACE, CONTRACTOR SHALL DENOTE
THE LOCATIONS ON THE PLAN. IN ADDITION, NOTE ALL AREAS WHERE FILL IS IMPORTED
FROM OR SOIL IS-XPORTED TO ON THE PLANS.
PHASEI
1. STAKE(FLAG THE LIMITS OF DISTURBANCE (LOD). THE LOD IS TO REMAIN
CONSRICUOUSL'/ MARKED THROUGHOLT THE ENTIRE CONSTRUCTION PROJECT.
2. INSTALL All STABILIZED CONSTRUCTION EXIT,
3. INSTALL PERIMETER CONTROL BMPS, S-ONE FILTER RINGS, SILT FENCES, J-HOO<S,
AND INLE PROTECTION AS SHOWN ON THE SITE IAAPS. CLEAR ONLY THE MINIMUM
AREA NECESSARY TO INSTALL THE PERIMETER CONTROL BMPS.
4. PREPARE TEMPORARY PARKING, STORAGE AND STOCKPILE AREAS.
E. CONSTRUCT AND STABILIZE SEDIIENT BASIN PER THE DETAILS. INSTALL SKIMMERS,
RE RAP APRONS. BAFFLES, AND TEMPORARY OUTFALL CONTROL STRUC-URE AND
PIPES PER SEDIMENT BASIN DETAILS. IMMEDIATELY STABILIZE SIDE SLOPES WITH
NORTH PNIERICAN GREEN SC150 EROSION CONTROL BLANKET AND TEMPORARY SEED
SIDE SLOPES AND EMBANKMENTS.
6. AS GRADING ALLOWS, INSTALL STORM DRAINAGE STRUCTJRES WITH ASSOCIATED
I NLET PROTECTION.
7. INSTALL TEV PORARY DIVERSIONS DITCHES WITH ASSOCIATED COIR WATTLE CHECK
DAMAND RIP -RAP APRONS AND SLOPE DRAINS. STABILIZE BID- SLOPES AND FLOW
LINE OF THE TEMPORARY DIVERSIONS WITH EROSION CONTROL BLANKET PER THE
DETAIL, AND AS SPECIFIED IN THE DIVERSION ETCH CA.LOU LATIONS. CONTINUOUSLY
REFRESH CHECK DAMS AS SEDIMENT BUILDS.
,�.Z. GRAPHIC SCALE IN FEET •
0<r- 0 50 100 200
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PERMIT REVIEW
ONLY
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—EMERGENCY -- —-_
—_SPILLWAY WITH
POST—POA-2 ----
/ /� FILTER FABRIC
_ti (ELEV: 726.00)
727
OUTLET CONTROL STRUCTURE. Jl e �✓ l ��� J \ M X� - — — — — \ f` — \
�1 REFERENCE DETAIL CS—B
'LN INVERTSJNI
J// - ;I,�g�'/�^PE'RiL1nlVtNr
v\i b 'IT14/ I �\ F4 u �x�otoc�,na B 6 Iy
841 I fASf M — �.x A'
IIII IT , illhl/I' ` \ \ r . 3a M " �\,\ _ IW ecoWa%vrRnc lnLcr cR°o`�Eino=
`v-,IIIIIII �`-- x /
SEDIMENT BASIN B / / /////I (II I1 III IIII P I �r 720 = 719 •` -�`Qif N�� -- ��
DRAINAGE AREA B: 1 j J 1 \ /lIIIIIII\ ���
/ / / IIII lI\ II ��'17
/ _ N i7.37 ACRES / /Il ( /� � I II) I V � I T � �. I CD
C / II111 IlA J i% III1111II II Doi vV �,.6 �76, _ s _ Q
\ TC = 5.DD MIN �\I IIII \ \ P �r Poi\
� �i� v� �/ / v � " 11v/ vvar u'I IIIIIII ` / '�� � ` I LLJ
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LIMITS OF DISTURBANCE
EXISTING MAJOR CONTOUR
_ _ _
EXISTING MINOR CONTOUR
PROPOSE MAJOR CONTOUR
PROPOSED MINOR CONTOUR
LIMITS CP DRAINAGE AR -
PROPOSED BUILDING FOOTPRINT
XxX
GAL -IE
—
SOIL TYPE BOUNDARY
0.00%
SLOPE ARRO\N
SFO
®
SILT FENCE OU LET
SIS;
S'JJPPP INFORTICTION SIGN
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CONTRUCTION ENTRANCE
I
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CD:
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LIN
SK.
—// // // //—
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TEMPORARY RISER AND SWMIMER
SF.
JH
s >
TEMPORARY SILT FENCE
TEMPORARY SILT FENCE JIHOOK
PF.
—1V—V-1P—V—
TEMPORARY TREE SAVE PROTECTION FENCE
HL;
HIGH IT— SILI FENCE
PERMANENT STORM PIPE
SD.
IP
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TEMPORARYBTORM PIPEISLOPE DRAIN
INLET PROTECTION
SFR
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RR:
®
RIRRAP DISSIPATER PAD
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EROSION CON TROL SLANKETISLOPE
ECH
OTHERWISE SPECIFIED
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TS
PS'.
TEMPORARY SEEDING AND MATTING
TREE SAVE AREA
9,�.Z. GRAPHIC SCALE IN FEET
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ji / DRAINAGE AREA A: i // / I F_\ /,I 1 I I \xs �1 \/ / /
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LEGEND
— - - — - - —
IID� Itb�
PROPERTY LINE
LIMITS OF DISTURBANCE
EXISTING M1JOR CONTOUR
EXISTING MINOR CONTOUR
PROPOSED MAJOR CONTOUR
PROPOSED MINOR CONTOUR
LIMITS GF DRAINAGE AR -A.
PROPOSED BUILDING FOOTPRINT
XxX
sGIrnPE
—
SOIL TYPE BOUNDARY
D.GG%^
SLOPE ARROW
SFO
®
SILT FENCE OU LET
SIS.
CE.
SWPPP INFORMATION SIGN
CONTRUCTION ENTRANCE
TD,
> >
PROPOSED TEMPORARY DIVERSION
CD:
PROPOSED 12' COIR WATTLE CHECK DAM
JN;
—////////—
IEMPOHARYJUIENEI BA ­
SO
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SF.
JH
s s
TEMPORARY SILT FENCE
TEMPORARY SILT FENCE .FHOOK
PF.
—N—NL—N—N—
TEMPORARY TREE SAVE PROTECTION FENCE
H2.
xz xz
HIGH HAZARD SILT FENCE
PERMANENT STORM PIPE
SD.
��
TEMPORARY STORIA PIPEISLOPE DRAIN
IP
O
INLET PROTECTION
SFR
STONE FILTER RING
RR:
®
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HAS DB75 OR QI/AL (UNLESS
EROSION CONTROL SLANKETISLOPE
ECq
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TS
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................:::::::::::::::::.........................
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`_/ / STREAMS/WETLANDS ARE BEING r'�
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SKIMMER SEDIMENT BASIN C 1 1 1 f
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580 MIN / /
o
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— - - — - - —
PRGPERTY LINE
LIMITS OF DISTURBANCE
EXISTING MAJOR CONTOUR
_ _ _
EXISTING MINOR CONTOUR
PROPOSED MAJOR CONTOUR
PROPOSED MINOR CONTOUR
LIMITS CP DRAINAGE AR -A.
PROPOSED BUILDING FOOTPRINT
XxX
GAL -IE
—
SOIL TYPE BOUNDARY
0.00%
SLOPE ARRO\N
GFO
®
GILT FENCE OU LET
SIS;
S'JJPPP INFORTICTIGN SIGN
CL
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ID
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CD;
PROPOSED 12' CAR WATTLE CHECK DAM
JN.
SK.
—//I//�—I////—
IIN-t-t
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GF,
JH
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TEMPORARY SILT FENCE.IHOOK
PF.
—1V—V—V—V—
TEMPORARY TREE SAVE PROTECTION FENCE
HL;
HIGH HaLAHD SILI FENCE
PERMANENT STORM PIPE
GD.
IP;
II ..
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TEMPORARYGTORM NPEISLOPE DRAIN
INLET PROTECTION
SFR
STONE FILTER RING
RR;
®
RI —AP DISSIPATER PAD
NAG D375 OR GOAL (UNLESS
EROSION CONTROL BLANKETISLOPE
ESE
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STABILISATION
TG;
PS'.
TEMPORARY SEEDING AND MATTING
TREE SAVE AREA
,�.Z. GRAPHIC SCALE IN FEET
��- 0 25 50 10
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— — — — — — —
PROPERTY LINE
LIMITS OF DISTURBANCE
EXISTING MAJOR CONTOUR
_ _ _
EXISTING MINOR CONTOUR
PROPOSED MAJOR CONTOUR
PROPOSED MINOR CONTOUR
LIMITS CF DRAINAGE AR -A.
PROPOSED BUILDING FOOTPRINT
XxX
SOIL TLRF
—
SOIL TYPE BOUNDARY
0 00%
SLOPE ARROW
GFO
®
GILT FENCE OU LET
SIS.
SVJPPP INFORTIATION SIGN
CE
CONTRUCTION ENTRANCE
ID
> >
PKOPOSLD I LKHOKAKY DIVLKSION
CD:
PROPOSED 12' COIR WATTLE CHECK DAM
JN.
SO
—////////—
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IEMPOKAKYJUIENEI BA ­
TEMPORARY RISER AND SAHMER
GF.
JH
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TEMPORARY SILT FENCE.IHOOK
PF.
—1V—V—V—V—
TEMPORARY TREE SAVE PROTECTION FENCE
HL;
HIGH NAZA SILI FLNCL
PERMANENT STORM PIPE
SD.
IP
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TEMPORARY STORM PIPEISLOPE DRAIN
INLET PROTECTION
SER
STONE FILTER RING
RR:
®
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NAGDS]50R-0U AL UNLESS
(
EROSIONCONTROL BLANKETISLOPE
FOR
OTHERWISE SPECIFIED
STABILISATION
TS
�:�:
TEMPORARY SEEDING AND MATTING
PG.
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MAINTENANCE
MAINTENANCE (CONT.)
NOTES TO CONTRACTOR
SEDIMENT REMOVAL
1. SE O IMENT REMOVAL IS NEEDED BEFORE SEDIMENT ACCUMULATES UP TO THE CREST
OF THE WEIR IN THE FIRST BAFFLE.
SKIMMER
1. ('CLOGGED, PULL SKIMMER TO SIDE ANDREMOVE DEBRIS. CHECK ORIFICE INSIDE OF
SKIMMER AND REMOVE ALL DEBRIS FOUND.
1. REFER TO EROSION CONTROL NOTES SHEET FOR EROSION CONTROL NOTES.
2. ANY CFF-SITE BORROW AND WASTE REQUIRED FOR THIS PROJECT MUST CONE FROM
2. EXCAVATE THE SEDIMENT FROM THE ENTIRE BASIN TO RESTORE THE ORIGINAL
SEDIMENT STORAGE VOLUME
2. IFSEDIM ENTACCUMULATES UNDERNEATH THE SKIMMER TO THE POINT THE SKIMMER
TO THEMANAGEMENT.
CANNOT SETTLE LOW ENOUGH DRAIN PULL THE TO
ENTIRETHE
SITE WITH AN APPROVED EROSION CONTROL PLAN. A SITE REGULATED UNDER THE
MINING ACT OF 1971, ORA LANDFIL_ REGULATED BYTHE DIVISIONOF SOADWAST_
TRAS HID -BRIG FROLIE -HOLITION ACTIVITIES OR GENERATED BY ANY
EXCAVATE SEDIMENT A BACKH
THE SIDE AND IXCAVATE THE SEDIMENT BENEATH THE SKIMMER VNTH A BACKHOE.
BEN SKIMMER
ISITIES ON MUST BE DISPOSED OF AT A=OF AGILITY BY THE IT SION
3. WHEN SEDIM ENOUGH T U RAIN AROUND THE BASINIS REIOT
EIMENTR TO REMOVAPOINT L
SETTLE LOW ENOUGH TO DRAIN THE ENTIRE BASIN SEDIMENT REMOVALIS REQUIRED.
3. CLOGGED BARREL OR PIPE THROUGH OAM. TAKETHESE STEPS.
SOLID WANTSITE
R SOLID WASTE OR
OF SOLID OF GTEMAN ASEMENTOR PER DIVIAND RE UL TION WASTE MANAGENEVT OR
OF MANAGEMENT
DIVISION OF WATER RESOURCES RULES AND REGULATIONS.
4. PHLL THE SKIMMER TOONE SIDE SO THE SEDIMENT UNDERNEATH IT CAN BE
EXCAVATED.
3.1. PULL SKIMMER TO THE SIDE
3. STOCKPILES SHOULD NOT BE LOCATED WITFIN 50 FEET CIF ANY S-ORM DRAIN, B?.SIN..
OR STREAM UNLESS NO ALTERNATIVE IS FEASIBLE.
5. EXCAVATE THE ENTIRE CELL FORMED BY THE BAFFLE, NOTJUSTAROUNDTHE
SKIMMER.
32. REMOVE THE PIN AND OPEN THE DOOR TO ACCESS ORIFICE
33. REM OVE ORIFICE PLUG OR CAP
4. EFFECTIVEOCTOBER1,2010, PERSONS RESPONSIBLE FOR LAND DISTI,RBING ACTITI=S
MUST INSPECT THE SEDIMENT AND EROSION CON- ROLMEASURESONAPROJECT
BAFFLES
34. RAISE THE INLET AS HIGH AS PRACTICAL
35. FILL BARREL VNTH WATER TO REMOVE THE CLOG USING WATER PRESSURE
AFTER EACH PHASE OF THE PROJECT TO MAKE SURE THAT TEE APPRED EROSION
OV
AND SEDIMENTATION CONTROL PLAN IS BEING FOLLONED. SELF INSPECTION REPORTS
1. M AKE REPAI AS I F DAM AS ED, TH E POSTS A RE LAI D OVER, WATER I S F LOWI N G
3fi. AFTER TH E O BSTRU CTI ON I S RE M OV ED, CONTI N U E TO FLU SIT OUT DEB RI S A N D
ARE REQUIRED. AAAMFILE SELF-INSP ECTIO V REPORT, AS WELL AS DETAILS OF T HE
UNDERNEATH, ORTHE FABRIC HAS FALL EN. IF WATER OR SEDIMENT IS ESCAPING
AROUND THE ENDS TIE THE ENDS INTO THE SIDE OF THE BASIN.
SEDIMENT
37 IF DEBRIS IS STILL PRESENT, USE A PLUMBERS SNAKE TO DISLODGE DEBRIS
SELF -I NSPECTION PROS RADA, CAN BE FOL N C ON THE LA.NO QUALITY WEB SITE.
/AAI�A4J AREA B
DISTURBED AREA
/ TOTAL-1 N5.00 ACRC5
NT aA IN —
� / t
h'6§-AACRES
_s/ NOTE
G- Goa - MM �f�
c5�00 MIN — �ry /� ` `��^ eQf✓. �LV REFERS NCE THE GRADING AND DRAT PAGE
-XV- �� -- _ _ / 1 V - / PLANs'oR PRoaoseD sroRM SEWER
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ivv v1 REFERENCE DETAIL CS -A FOR
ryti^ i f -� �rti �/ / �� ( INVERTS P
T
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1
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deigns presented h... In, as an instrument
of .e.wce, I. mten ded only far th. specific pufpo.e and client Nm wM1irh it was
prepared. Reuse .t and improper reliance an this document wi hM1 wntten !Uh.1DatBI, and
LEGEND
— —
PROPERTY LINE
— — — — — — — — — — —
LIMITS OF DISTURBANCE
EXISTING MAJOR CONTOUR
EXISTING MINOR CONTROR
PROPOSED MAJOR CONTOUR
PROPOSED MINOR CONTOUR
LIMITS OF DRAINAGE AREA
PROPOSED BUILDING FOOTPRINT
SOIL TVPE
SOIL TYPE BOUNDARY
0.00%
SLOPE ARRO'N
SFQ
®
SILT-ENCE OUTLET
SIG,
0
SWPPP INFORMATION SIGN
LE,
CONTRUCTION ENTRANCE
TD,
PROPOSED TEMPORARY DIVERSION
CO.
JN,
—// // //—
PROPOSED I2- COIR WATTLE CHECK. SAM
TEMPORARY JUTE NE BAFFE
IN
�— •
�— •
TEMPORARY RISER AND SKIMMER
SF,
TEMPORARY SILT FENCE
JH
TEMPORARY SILT FENCE J-HOOK
PF,
—7P-7P-7P—
TEMPORARY TREE SAVE PROTECTION FENCE
YA,
HIGH HAZARD SILT FENCE
SO,
ENEZZANI
��
P-RMANENT STORM PIPE
TEMPORARY STORM APE/SLOPE DRAIN
I,
O
INLET PROTECTION
SFIT
STONE FILTER RING
RR
®
RIP -RAP DISSIPATER FAD
ECH
NAG DS75 OR EQUAL UNLESS
(
OTHERVNSE SPECIFIED)
EROSION CONTROL BLANKETISLOPE
STABILIZATION
TS
PS.
::
TEMPORARY SEEDING AND MATTINC
TR-E SAVE AREA
CONSTRUCTION SEQUENCE
STOCKPILE
STOCKPILE LOCATIONS M UST BE CONTAINED
I UP SILT FENCE WITH TEMPORARY
SEEDING APPU ED TO SOIL STOCKPILE.
REFEREN CE EROSION CON TRoLNOTESoll
SH EET C301 FOR DETAILS.
•
GRAPHIC SCALE IN FEET ,
0 50 100 200
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PERMIT REVIEW
ONLY
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LEGEND
- -
PROPERTY LINE
- - - - - - - - - - -
LIMITS CF DISTURBANCE
EXISTING MAJOR CONTOUR
EXISTING MINOR CONTOLR
PROPOSED —OR CONTOUR
PROPOSED MINOR CONTOUR
LIMITS OF DRAINAGE AREA
PROPOSED BUILDING FOOTPRINT
XxX
SQIL TYPE
SOIL TYPE BOUNDARY
0.00%
SLOPE A-0.
SFQ
®
SILT=ENCE OUTLET
SIG,
I
GAPPP INFORHATICN SIGN
CE;
CONTRUCTION ENTRANCE
TJ;
>
PROPOSED TEMPORARY DIVERSION
CD;
JN,
—// // //—
PROPOSED I2' COIR—LE CHECK DAM
TEMPORARY JUTE NE -FEE
SK'.
�- •
�•
TEMPORARY RISER AND SKIMMER
SF;
TEMPORARY SILT FENCE
JH
TEMPORARY SILT FENCE J-HOOK
PF,
—TP—TP—TP—
TEMPORARY TREE SAVE PROTECTION FENCE
HZ;
HIGH HAZARD SILT FENCE
SO,
��
P-RMANENT STORM PIPE
TEMPORARY STORM'IPE/SLOPE DRAIN
I,;
O
INLET PROTECTION
SEP
STONE FILTER AIG
RR;
®
RIP -RAP DISSIPATER PAD
ECH
NAG DS75 OR EQUAL (UNLESS
OTHE1�41—l-IM ED)
EROSION CONTROL BLANKETIELOPE
STABILIZATION
............................. ...
TS
PG;
::
TEMPORARY SEEDING AND MATTING
TR-E SAVE AREA
\�
GRAPHIC SCALE IN FEET ,
o 25 50 too
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PERMIT REVIEW
ONLY 11
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w 0 O V V
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SHEET NUMBER
C303a
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r- - - - - - - - - - - - - - - - - - - - - - - - - - - - - --- --- --- --------- - - - - - - - - - - - - - - - - - - -
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�REFERENCE DETAIL CS -A FOR _ LLI - �� `D `v �v �o oui � �� P �, INVERTS M
F,
Q vv v v v12"DIAIM ETER I v R�
V -� I A 1 I V V/ V I
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// A I / ----_ \/--
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701.25) \kj
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/— -------
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if
/ / /��
LEGEND
— —
PROPERTY LINE
LIMITS - DISTURBANCE
EXISTING MAJOR CONTOUR
EXISTING MINOR CONTOLR
PROPOSED —OR CONTOUR
PROPOSED MINOR CONTOUR
LIMITS OF DRAINAGE AREA
PROPOSED BUILDING FOOTPRINT
XXX
SCIL TYPE
SOIL TYPE BOUNDARY
0.00%
SLOPE A-0.
SFQ
®
SILT=ENCE OUTLET
SIG;
0°
GAPPP INFORdATION SIGN
CE;
CONTRL�CTION ENTRANCE
TD;
CD;
>
PROPOSED TEMPORARY DIVERSION
PROPOSED I2' COIR WATTLE CHECK DAM
JN;
—// // //—
TEMPORARY JUTE NE BAFFE
IN
�— •
�— •
TEMPORARY RISER AND SKIMMER
IF,
TEMPORARY SILT FENCE
JH
TEMPORARY SILT FENCE J-HOOK
PF;
—TP—TP—TP—
TEMPORARY TREE SAVE PROTECTION FENCE
HZ;
HIGH HAZARD SILT FENCE
SO;
��
P-RMANENT STORM PIPE
TEMPORARY STORM'IPEBLOPE DRAIN
I,;
O
INLET PROTECTION
SEE
STONE FILTER RIVG
RE,
®
RIP -RAP DISSIPATER SAD
ECH
NAG DS75 OR EQUAL (UNLESS
OTHERVASE SPECIFIED
EROSION CONTROL SLANKETISLOPE
STABILIZATION
TS
Is
::
TEMPORARY SEEDING AND MATTING
TR-E SAVE AREA
GRAPHIC SCALE IN FEET
0 25 50 100
O�
16
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C303b
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vI �11 WIDE
MtkCpENCY
ISPII�L �4K WITH
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(EL�W:f 742.100)
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I 1
I 1
I 1
I 1
I
I 1
I 1
I 1
I 1
I 1
LEGEND
— —
PROPERTY LINE
— — — — — — — — — — —
LIMITS CF DISTURBANCE
EXISTING MAJOR CONTOUR
EXISTING MINOR CONTOLR
PROPOSED —OR CONTOUR
PROPOSED MINOR CONTOUR
LIMITS OF DRAINAGE AREA
PROPOSED BUILDING FOOTPRINT
XXX
SCIL TYPE
SOIL TYPE BOUNDARY
0.00%
SLOPE ARROW
SFQ
®
SILT=ENCE OUTLET
SIG;
0°
GAPPP INFORdATICN SIGN
CE;
CONTRUCTION ENTRANCE
TJ;
>
PROPOSED TEMPORARY DIVERSION
CD;
JN;
—// // t—
PROPOSED I2' COIR INATTLE CHECK DAM
TEMPORARY JUTE NE BAFFE
IN
�— •
�— •
TEMPORARY RISER AND SKIMMER
SF;
TEMPORARY SILT FENCE
JH
TEMPORARY SILT FENCE J-HOOK
PF;
—TP—TP—TP—
TEMPORARY TREE SAVE PROTECTION FENCE
HZ;
HIGH HAZARD SILT FENCE
SO;
E�-�
P-RMANENT STORM PIPE
TEMPORARY STORM APESLOPE DEAN
I,;
O
INLET PROTECTION
BEN
STONE FILTER AIG
RE,
®
RIP -RAP DISSIPATER PAD
ECH
NAG JSEI OR EQUAL (UNLESS
CTRR�4IGE SEECIM ED)
EROSION CONTROL SLANKETIBLOPE
STABILIZATION
TS
PS.
TEMPORARY SEEDING AND MATTING
TR-E SAVE AREA
GRAPHIC SCALE IN FEET ,
0 25 50 100
O�
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SHEET NUMBER
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LEGEND
— —
PROPERTY LINE
-----------
LIMITS OF DISTURBANCE
EXISTING MAJOR CONTOUR
EXISTING IJINOR CONTOUR
PROPOSED MAJOR CONTOUR
PROPOSED MINOR CONTOUR
LIMITS OF DRAINAGE AREA
PROPOSED BUILDING FOO-PRINT
XxX
R IL TYPE
SOIL TYPE BOUNDARY
G 00%
SLOPE ARROW
ST.
®
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SIR
0
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CE
CONTRLICTION ENTRANCE
ID.
PHOPOSLU I LDVOKAHY UIVLKSION
ON
PROPOSED 12' COIR WATTLE CHECK DAM
JV.
—// // //—
I LMKOHAKY JO I L NL I BAFFL
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JH
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TEMPORARY TREE BASE PROTECTION FENCE
H2'.
HIG1 HA2ARD SILT FENCE
PERMANENT STORM PIPE
SO'.
��
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IP'.
O
INLET PROTECTION
SFR
STONE FILTER RING
RR.
®
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NAG DS75 OR EQUAL (UNLESS
LNOSIONCONIKOLBLANKEISLOVL
BOB
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STABILIZATION
TS:
PS'.
......................................................................................................................
...... "" ...........
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TEMPORARY SEEDING AN]MATTING
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SHEET NUMBER
C303d
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NOTES.
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TOWNOFSTAII.M SPECIAL EROSION CONTROL
LmmDEvazpmD r STAMA" REQUIREMENTS & NOTES
NOTE•
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PHASE 1 EROSION CONTROL
2 1 1 1 2 1 1 1 1 1 1 1
6 6 7.5 3 9 6 d,5 1.5 9 10.5 10.1 7.5
8 S 10 a 12 8 6 10 12 14 14 10
20 16 III 18 70 18 15 18 19 18 14 18
U.4 11.4 14-2 5,7 17 11.4 8.5 14.2 17 19-9 19-9 14.2
PHASE II EROSION CONTROL
1 1 1 1 2 2 1 1 1 1 1 1 1 3
45 4.5 1.5 3 12 12 AS 7.5 4.5 3.5 7.5 7,5 7-5 12
6 6 10 a 16 16 6 10 6 6 10 10 10 20
18 IS 18 18 20 20 18 18 18 18 18 78 18 24
8.S 8.5 14-2 5.7 22.7 22.7 S5 14-2 85 8.5 14.2 14.I 14.2 25.4
. ,, .. _ • a
CS -A CUSTOM OUTLET CONTROL STRUCTURE - WEIPOPD AMED. BA9N A
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FRcl
A A
PLAN VEW
SECTION A -A
nw%taWi .? •��a�a v o.n.
CS-B CUSTOM CUTLET CONTROL STRUCTURE - WETP B/SED. BASN B
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' To rra:rea ms�grf rpnr c wKun ne srr .'R+� NpT "O SC
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STONE INLET PROTECTION
GBH7AL IQ]TES.
2 l!� 9r.q�g r lvmi nWyr er0
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STORM STIR.SwAtf,
DITCH, 01ANNEL
ST: C35-DI LABEL
FLOW UNE
RIPRAP APRON
— DE — — — DRAINAGE EASEMENT
RIM CB: TOP OF CURB. INV:
PIPE INVERT ELEVATION
MH: CENTER OF GRATE OR LID
FILL HEIGHT TABLE
FOR RIGID PIPE
CIASS
MINIMUM
FILL(FT)
MAXIMUM
FILL (FT)
III
3'
IV
2
20' <H<30'
V
2'
30' — 40'
SPECIAL
DESIGN
REQUIRED
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LINAGE PLAN NOTES
12" (TYR.) ROOF DRAIN LATERAL (RD). CONNECTION TO ROOF DRAIN DOWNSPOUTS OR
1� STAND PIPES. LATERALS SHALL BE CONS—RUCTED AT 1D MINIMUM B OPE TO MAN OR
COLL_CTOR PIPE. COORDINATE LOCATION AND INVERT WITH ARCHIMEP PLANS.
CLEANOU (S)-('H-20" TRAFFIC RATED IN ALL PAVED AREAS), SPACING PER GOVERNING
AGENCY.
A MINIMUM VERTICAL SEPARATION OF 18-INCHES SHALL BE MAINTAINED AT CROSSINGS.
IN THE EVENT THAT MINIMUM SEPARATION REQUIREMENTS CANNOT BE MET, THE
CONTRACTOR SHALL UTILI2E MINIMUM PIPE SEPARATION REQUIREMENTS PER THE
GOV-RNING AGENCY.
®LOW RD NTHP) DRAIN AGE BREAK FLOW LINE IN PAVEMENT SECTION. POSITIVE GRADE
DRAIN.
PERVANENT RIP RAP DISSIPATER PAD ATSTORM OUTLET. SEE DETAIL FORSTON=SIZE
AN D DIMENSION.
STOBIIWATER RETENTION FACILIT" I STRUCTURE W T POND. SIZED TO TREAT
STORIAWATER QUALITY ?.ND QUANTITY PER THE TOWN OF STALUNS STORMINATER BMP
DESIGN MANUAL SEE DETAILS THIS PLAN SET.
�7 PERVANENT GRASS -A- SEE DETAIL FOR DIMENSION AND CAPACITY.
® OUTLE— CONTROL STRUCTURE (CS). SEE DETAI_.
�g 20' PUBLIC DRAINAGE EASEMENT(DE)
10 CORE AND CONNECT TO EXISTING STORM SEWER MANHOLE.
OPEN CUT TRENCH. REMOVE EXISTI NO P AVEM ENT, CURB (Al DEVALK) TO FACI LITATE
11 UTI LITY I NSTALLATIC N. 3AWCUT A CLEAN EDGE ON BOTH SIDES OF TRENCH. THE
CONTRACTOR WILL BE RESPOSIBLE FOR RESTORATION OF THE EXISTING STRE-T
PAVING AND ANY LAND COVER OR STRUCTURE TO ITS GRIGIANL OR BETTER CONDITION.
12 JACK&BORE - JACKING AND RECEIVING PITS AND PROCEDURE SHALL BE PER THE
GOVERNING AGENCY.
13 SERVICE STUB WITH CAP & PLUG WITH SURFACE MARKER.
STORM DRAIN
O MH MANHOLE
TOP OF BANK
CB CATCH BASIN
-- -- WATER SURFACE
FES FLARED END
SECTION
— — — — — —POND/TOE BOTTOM
STORM STIR.
SDITCH, CHANNEL
�_FLOW
ST: C35—DI LABEL
uNE
RIPRAP APRON
— DE — — — —DRAINAGE EASEMENT
RIM CB: TOP OF CURB. INV. PIPE INVERT ELEVATION
MH: CENTER OF GRATE OR LID
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FILL HEIGHT TABLE
FOR RIGID PIPE
CLASS
MINIMUM
R LL(FT)
MAXIMUM
FILL (FT)
III
3'
IV
2
20'<H<30'
SPECIAL
DESIGN
REQUIRED
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PERMIT REVIEW
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LEGEND DRAINAGE PLAN NOTES
i / T
STORM DRAIN O MH MANHOLE 12" (TYP.) R00= DRAIN LATER,4L (RD). CONNECTION TO ROOF DRAIN DOWNSPOUTS OR
ElSTAND PIPES. LATERALS SHALL BE CONSTRUCTED ST 1 h MINIMUM SLOPE TO MANOR
_72$ —J / i 1 i / J _ / TOP OF BANK E CB CATCH BASIN COLLECTOR PIPE. COORDINATE LOCATION AND INVERT WITH ARCHiMEP PLANS.
I� \ _—_ /--// —/ 1?'c' /) \ S / /// / WATER SURFACE DI FES FLARED END CLEPNOUT(S)-("H-20' TRAFFIC RATED IN ALL PAVED AREAS), SPACING PER GOVERNING
\ \ 720— Y T I / SECTION AGENCY.
— — — — — —POND/TOE BOTTOM STORM $TR. A MINIMUM VERTICAL SEPARATION OF 18-INCHE5 SHALL BE MAIN AINEO AT CROSSINGS_
ST: C35—DI IN THE EVENT THAT MINIMUM SEPARATION REQUIREMENTS CANNOT BE MET, THE
\ / / / BLOWSWALDITCH, CHANNEL O LABEL CONTRACTOR SHALL UTILIZE MINIMUM PIPE SEPARATION REQUIREMENTS PER THE
_ ROW LINE
/ / \ / T RIPRAP APRON GOVERNING AGENCY.
_ ^ / / / /� \ 3 LOW POINT(LP) DRAINAGE BREAKFLOW LINE IN PAVEMENTSECTION. POSITIVEGRADE
_--_—_—_--_ ___ \ ❑ DRAIN.
--_\ DE —DRAINAGE EASEMENT
\ \\ \ \ _ _ _ _ ❑ PERMANENT RIP RAP DISSIPATER PAD AT 5 ORM OUTLET. SEE DETAIL FOR STONE SIZE
-- � �` � \ \ \\ \ \ (\ / -- —,\�_— _ ----= _ —_ // / / � RIM CB: TOP OF CURB. IN V: PIPE INVERT ELEVAPgN 5 AND DIMENSION.
\\ \� \�—_—_7�0= \ — 1 i� o / y/^ / / MH: CENTER OF GRATE OR LID STORMWATERRETENTION FACILITY I STRUCTURE- VVET POND. SIZED TO TREAT
--- _ _ \ _—= ) �� ' v �/j� i� �i © STORMWATERQLALITY AND QUANTITY PER THE TOWN OF STALLINS STORMWATER BMP
�VI//� ` _ / DESIGN MANUAL. SEE DETAILS THIS PLAN SET.
\ \T \\ \ ==705=
Ycl
— — — — — — — —
FILL HEIGHT TABLE
FOR RIGID PIPE
CIASS
MINIMUM
FILL (FT)
MAXIMUM
FILL (FT)
III
IM
2
20'
V
2'
30' — 40'
SPECIAL
DESIGN
REQUIRED
H> 40'
❑7 PERMANENT GRASS SWALE. SEE DETAIL FOR DIMENSION AND CAPACITY.
® OUTLET CONTROL STRUCTURE CS). SEE DETAIL.
2B' PUBLIC DR?.INAGE EASEMENT (DE)
10 CORE AND CONNECT TO EXISTING STORM SEWER MANHOLE.
OPEN CUTTRENCH. REMOVE EXISTING PAVEMENT CURB, (SIDEWALK) TO FACILITATE
11 UTILITY IN STALLATION. SAWGUT A CLEAN EDGE ON BOTH A DES OF TREN CH. THE
CONTRACTOR MALL BE RESPOSIBLE FOR RESTORATION OF THE EXISTING STREET
PAVING AND ANY LAND COVER OR STRUCTUR- TO ITS ORIGIANL OR BETTER CONDITION.
12 JACK&BORE - JACKING AND RECEIVING PITS AND PROCEDURE SHALL BE PER THE
—
GOVENNING AGENCY.
SERVICE STUB WITH GAP PLUG WITH SURFACE HARKER.
— — _�
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GRAPHIC SCALE IN FEET
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Call before you dig.
This document, bage[her with the concepts and aesigns presented hcein, as an 11—ment of -Nice, is Intended only ter the speeitie purpose end client for rvhiCh it was prepared. Reuse of and improper rtl ienpe on this doament without written pu[Morixe[ion and adaptation by KI,Iey—Hom and Associates. Inc. shall be without liability to Kimley—Hom and Associate, Inc.
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�RIi CE 4'11114At�� +� / �a \\\
VI 'I - V Av / /",��'•0 1 �w DRAINAGE PLAN NOTES
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1 �� I U, lg A� /
\ \` \ 11.(IF., ROOF DRNN LATERAL (RD). CONNECTION TO ROOF DRAIN DOWNSPOUTS OR
❑ STAND PIPES. LATERALS SHALL BE CONSTRUCTED AT 1%MINIMUM SLOPE TO MAIN OR
\ \ 1 \ COLLECTOR PIPE. COORDINATE LOCATION AND INVERT WITH ARCHIMEP PLANS.
E] CLEAKO T;S)-("HI TRAFFIC —ED IN ALL PAVED AREASI, SPACING PER GOVERNING
\sT. A142 / \� \ ' I v \\ / ( / IIEICUC
A MINIMUM VERTICAL SEPARATION OF I8-INCHES SHALL BE MAINTAINED AT CROSSINGS
\ -
^ \ / IN THE EVENT THAT MINIMUM SEPARATION REQUIREMENTS CANNOT BE MET, THE
\ I \\ \ \\ \ / / I� i \\ / / / CONTRACTOR SHALL UTIL12E MINIMUM PIPE SEPARATION REQUIREMENTS PER THE
/ 1 ` GOVERNING AGENCY.
�Og'=72\ � I 1 \ \ I \ / / / \ / / LOW DOINT(LP) DRAINAGE BREAK FLOW LINE IN PAVEMENT SECTION. POSITIVE GRADE
�
1H \to
\ \ I \ 1 \ — \ \ I / \ FIND.
�I ? v
\ \ / / / I S ST: A136 / / I / JEj5 PERMANENT IF RAP DISSIPATER PAD AT STORM OUTLET. SEE DETAIL FORATONE S12C
AND DIMENSION.
\JJ STORM`NATER RETENTION FACILITY I STRUCTURE- WET POND. BRED TO TREAT
I 1 of \ \ \ \ \ I I / \ / ( I STORMWATER-ALITY AND GUANTITY PER THE T N OF STALLINS STORMWAT=R BMP
\_ > \ \ \ ! I I \ S \\ / / 1 / ( I DESIGN MANUAL SEE DETAILS THIS PLAN SET.
`\ I \ \ \ \ I ` \ I I /T\\ �� /\\ // /1 / ❑7 PERMANENT ORA563Wf E. SEE DETNLFOR DIMENSION AND CAPACIT'. \
/ OUTLET CCNTROL S-RLCTURE(CS). SEE RETAIL.
aN A A A v 1 sT: A135 I �\ A\ ae 7 A / /
A „I V V I I I I I -- / / Y� � �vv v � / I � 1 ) ❑g xo• Puauc DRAINAGE EASEMENT (DE)
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• I A I A A I / A / / I / V A 1 V 14
10 CORE AND CONNECT TO EXISTING STORM SEWER MANHOLE.
OPEN CUTTRENCH. REMOVE EXISTING PAVEMENT, CURB (SIDEWP_K) TO FACILITATE
E�I
CILITYINSTALLA-ION. SAWCUTACLEAN EDGE S-O ATIOTHSIDE OF TRENCH. THE
,gyp I \ CONTRACTOR WI L AN D COVERRESPOSIBLERSTRU TREAT ITSCRIFIANL OR TITER CONDITION.
p
PAVING AN ANV LAND COVER OR STRUCTURE TO ITS ORIGIANL OR BETTER CONDITION.
GOVERNING
AG -JACKING AND RECEIVING PITS AND PROCEDURE SHALL BE PER THE
14i / 1 / I 1 / � I l l I � l I v � � — � o r —., _. ❑ covERwNG AGENCY.
— ` —\ •• V ❑ WITH SURFACE MARKER.
/ - I wwTEEEPe SERVICE srue wlTF CAP aPwc
/ AIN TErz.rza / la \rer
BIN TEaee / / / A
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\ \ \ V. I� T CT -- --- WATER SURFACE Co SECTION
ST: Al 32 \�\ —� �1 `I 1 E S C I FES FLARED END
— — — — — —POND/TOE BOTTOM ST: C}5-01 STORM STIR. SWALE, DITCH, CHANNELO LABEL
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SECTTON T OF STALLING PARK BLOCK "B", SECTION I OR STALLING PARK
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GRAPHIC SCALE IN FEET •
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STAND PIPES. LATERALS SHALL BE CONSN MUM STOWNSPOU N
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f / /
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COLL CTOR PIPE. COORDINATE LOCATION AND INVERT WITH ARCHIMEP PLANS.
OU(B)-("H-20"TRAFFIC RATED IN ALL PAVED AREAS), SPACING PER GOVERNING
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PCRVANCNT RIP RAP CISSIPATCR PAD AT STORM OUTLET. BE E DETAIL FOR STON=SIZE
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AN DIMENSION.
RETENTION FACIMT"STTRUCTURE-W-T POND. TO TREAT
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STORMWATER SIZED
STORMWATER QUALITY AND QUANTITY PER THE TOWN OF STALLINS STORMWATER BMP
^ry
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DESIGN MANUAL. SEE DETAILS THIS PLAN SET.
rOUTLE-
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CONTROL STRUCTURE (CB). SEE DETAI_.
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AT PUBLIC DRAINAGE EASEMENT(DE)
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1101 CORE AND CONNECT TO EXISTING STORM SEWER MANHOLE.
OPEN CUT TRENCH. REMOVE EXISTI NO P AVEM ENT, CURB (Al DEWALK) TO FACILITATE
11 UT LITY I NSTALLATIC N. 3AWCUT A CLEAN EDGE ON BOTH SIDES OF TRENCH. THE
CONTRACTOR WILL BE RESPOSIBLE FOR RESTORATION OF THE EXISTING STRE-T
PAVING AND ANY LAND COVER OR STRUCTURE TO ITS ORIGI ANL OR BETTER CONDITION.
12 JACK&BORE - JACKING AND RECEIVING PITS AND PROCEDURE SHALL BE PER THE
GOVERNING AGENCY.
13 SERVICE STUB WITH CAP & PLUG WITH SURFACE MARKER.
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FILL HEIGHT TABLE
FOR RIGID PIPE
CIASS
MINIMUM
FILL(FT)
MAXIMUM
FILL(FT)
II
3'
IV
2'
20'<H<30'
V
2'
30' <H< 40'
SPECIAL
DESIGN
REQUIRED
H> 40'
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This document, tegethe, with the concepts gnd designs p.esen ted h— , as an I'.t ent of service, is intended only fo, the specific F.D o and client for which it was prepared. Reuse of and improper rtlianpe on this doa t without -t[en and adaptation by Kimley-Hom and Associates, Inc. shall be without liability to Kimley-Hom and Associates, Inc.
PERMIT REVIEW
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STORM 0100 - A141
H. Scale: 1-60' 1 V. Scale: 1-6'
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H. Scale:,"=60' 1 V. Scale: 1"=6'
740 740
-0+25+00 1+00 2+00 3+0CB+21
STORM All - A113
H. Scale: 1"=60' 1 V. Scale: 1 "=6'
This document, tog.— -h th. concept. and deign. preen [ed h... in, as an m.t--t of .erwce, i. intended only far th. specific purpose and client fin —ah it was prepared. Reuse at and improper reliance an tHi. document wi h— written ..th--aan and adaptation Cy Kimley—Horn and A .... i.te., Inc. shall Ce
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