NCC240431_Site Plan or Location Map_20240220

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GROUND 5TNILI000I00000D"IRTEe1RLsx0NDUNGPMOM.PO2 CO0N11HNE8 WIT. EgUIPMENTA10.111.212.NTENANC2 L-Arc L� g
SOLE.Ixs°Ern°M"EmNaae°eu AND eEeamxG sElMxsrc110N,eEmxOlxEN0G AND WONTNG sa0NSPErn,N,"Eme0EEnx0 AND e0Polmxo T12.56 S CONSTRUCTION GENERAL RRMU v msm vemnes and mulpmem to prevent discharge of fluids. 'naa"""^urn`" M Arc Length 9y n
Implementing the details and zpecmwnons on this d,n sheet will result In the construction 2. PrPro.de chip pans under any stored emlemem. males h'rc
sm-INSPPwm 5anaxe:RECOmb*EEnxg x 222201 915 nrvlty beiKmnsiderea compliant wnM1te Ground stamgamon and MateriabNan.1)0 -'r M.B.-Map Bwk
aM-'ilnaspemnrare required nur;nemrmY business hoots lneawdanm WNeMuble l,f6gtwm Oawmentatlan WMeo.N WW2 or thecommm.the Po Genand.dimentCnte l and F,proved by respectively).The3. lay mery lea. armmoelmklKegulprrwmfmmthe T€�i„IFI ,.��v.«_:C' MBL-Minimum Building Line
n adverse weather ea side candglom would muse to safety dune Inspection a dE45cpin"wellMaw,.,,,"d devdbnmell be kemn.....M �aaea wrtmelmlwansa«urre„wr m;rcwa mm�rwrw;ma.Ero,iwr,rwxmmenrcommlw.n approved by nmax a«e In rewrx<[omdcersanawapenralspm.« ':`Y?rP'( _. P -NV. SItB
flow warm.melnsott.n coweoelayeeumll Me nrcbunne„ewer M1`oseG EBStpkn muu be�t o-aV rawnou[memmap ender Ma p.mm. ° eeleweed auth"nry having jurisdiction.All deed.and Wea.ations shown....Pen Collect ae seem - °�' g.
Personnel.
sale.eto aormthelmwecec06 l"aeaxlob..NN'lw....eamlmw p la)vllslble„awent der«xlen m e imam or well., may apply dependingo"she conditions an..delegated authod having...Mon. heurdos wam(recycle wen pmsiwel.
e dno,matia., en a
Nevent
4en,MN.Woe The pertaining a In shall be kept on she and available for authority I 5. xnwve.akme vehicles and matruayn equipment..se.ceuntil the problem dam• le`-s s R-RMius
Peermrmee upmMec11 emmentememmt.nem business dw."mnmewhenlnawrnns seaa.nM.nw„"awiKmrm.l wsmnet Mvrn lb)dispel,: s2mlONP GROUNOsrwmu2ATION hasben[oaenka. 5-r' �m �' Y1'a - R/VJ-Right-of-woy ,rya' Q
wen delayed shall be noted mine Inspection Md. Neer pow.. .erne. •They are 2snllm°rmwe, Thnekernee s. Ming wels.wwl[.ma,[nlama,M1rm.uw hales vnaotM1«Pdrdeum p..um r a ' r ','t 4. a of -Silt Fence and ClPnrance Limits Gv+'t nF6'
_ hh"areMcneaw,r.n"b"m.tuike EB.mmwaw„m. .inwarcksstMn 25 but be M1 megul�eromua.sudll„U°" a recycling disposal center that WWI..Mese materials. enseamx14ua
.1424...n.aewteewnu„ �scynwmmPkay4�i< Nllam Maned., 2e avi, ae within NM •
,I
•TheY"u„man n want watery(regardless dMume].or
Ins + rber m°b°, AYge .Mwnanmeepoee„eeammn .TeyarcwlMin]m reetaaurtaawae.„Dwrak„a.dumel. N'eA'oa""'""°" rr°xer.0 nm.enseneddlnc ESrreR,6uIImxG MnneIRLAND uxD aEAgma wurz �� ;�;�: -Stabilized CDmiruaion EMrarce
r.ene ': Ina disturbance v rb w ham w"te.Pla"liner naa.al in approved w.d.[wulcen. �'� ., r
as wn.mmwlaa.Nmmm„ 10 nd""carnaaNemaubaunnsin<vusaorrepw 00000emtl"una«Sedwn sv le Perimeter dikes, , xoa 2, Provide asufcient number and we awasu moaner.le.,dum"ur,Nash 201122.2wKNOIEn
wales,dada,and reaptxl00nsite to con..constructional.domestic wastes. slurry from 0.511e.
mow.Om an..no mom.anary•mar.so inuallanon. d the°ean Water Mt Pleb aO ae uo.3 end..CPR 11731er MalnW dCgHOA meter slopes 2. Wrotaf,or recycle
°..m."1°"O"eme come le)Adw.Me400wee.wmmpewa. Ire,40 as 5U]A)or GSl43015.H5. 9. Los et 50hm twig Prom0stone0410 drain 3. Omp of,orrerAk umled,hardepatlmwetercsidueln acwrtlanawNM1bW
n „trb`°t�" Inn IN xyn gealnrwaw T N arch reamnabq avaisae. tendIlaw,sreregulatlnea..tanamrov.r.dlry.
aoeaMNew ma"o (M Amiankd brmss"ndun INgwl2ones Laale Ma.la ntNnen Ne aremch71.nth mat"a...11l amounlamn. A manage washout from mortar miners.eccor.nce with the.boa lam and In -
_ unanticipated bypasses. If slopes are rya« 00IaWO and ea a from upland areas end does.[drain directly to a oormaralastream oe wmiand. atlmdonplace the matey,na associated malrolson lmwabus6arneumwnhm
"'"""•"^ auaead I[Ire.„..wln„dM „ d.a"a„aEem 1[131oo"ae..wrman 2 not tn:x.24 day.PM
s. rev containers,em..ned"[n wmkmrana before storm"emew It perimeter silt fence. Vicinity Sketch
Net. w,ppmwaO.lp oneemaet.tr4:.eknwinm„nn lei Noncompliance wnnm.m.�mnadMiacermrcurytmw<..nS<rnedmarme allowed secondary mnwm,„ntRepairorreplacearanawastecontame„. nthlltmpnwrycomae.washomrper local requirements,where applicable.Nan TOTAL DISTURBED AREA a3.35AC
.r taws wmye00.001 .ay.a emlranmen, as for Sales A Anchor wall lightweight Items.waste containers during or NO w.. meth.or m e used,roman your approval asMnw.r I - I Not to Sale
s.«cnrwwwm.w.m..e.r.,mm..wm «
...raft - alternate product s
tll,10.w. u.ww„w I0..v.w,awev.„w u+.w,w, cur.. aww length and with slopes steeper than.1 , Eno.wastenftanerses natlee.prevent overflow.Clan no imm°Wpry x review and approval.II Meal stanched deuik are not walabh,we and of Me two
emh.e• ....m•rem a e...ew.,maw.an --- ----- - .7 4ays farole4.n containers memo. typesdtemmrarvconcre„warMw«myedn tEs lln5tlnal.
wnwmma •...mesa a."wader.wmwnwwrem....w.. M 7.11...........toe.. camoleu,doe me nem an mwcmn moon.-.- LRepwarg T4"rram.0 end anew Reprlm"nw M ekches,apanmetemnr perimeter
and NNW 8. Dispose ox�sl«aien appraetlals
mama' Ahpap«mN'n Mromesawrt danaccpreriretnmmun Pe reported,M shall mnext NI Slopes 3:1u 4:1 pad laclllry. S. Do not um concrete washouts brdewaredKorstorin8defecnye[ur0ersxkwalM„•el„manramme 6m are wnNaxke within the timdamnnaln auwrdawe with the A On Ouaneu My;clean mane M.axafw"te.designated wave en. - lens.LermwaurattumubtedwitM1lntMwamou[mrymtMpincetllmow
anew„ Iwo anbm here Wen Man cow wowed[gaC ,,,sloe norm also OEa discharged v Inesuaeu place Ste must
w.�am.n,...wM ....cow w...awalihe UM
he appropriate
malreme°1rbts list. .omurrenceso hours days amdmta storm waters.uwlaw,
report 'dMr .7 ars for perxneter dikes soul", DOT.MImW0 WASTE wpump.outand remwedfrom protest.
to adworyne rtedUMe Depertme.aE"I'onmental Piner,o,maw"asonM:e1H'o'I am[e,cenmewslpa.nd Nxwy 2aeas .team aanerl .nNelmosearm dra.r,meamtwwdlna ate waswma,tle.m Nlem from worm..inlet".surface waders unless it Lot Clearing Erosion and Sedimentation Control Notes:
"" ywwwmw,wwmmr,.m,kn moon. mmpewonmtw reported
lei Mom with slopes1 dump Nu [rode shown that namharalrcm,[Nesarereamna0ly available.nee minimum,
i.wdwnal0e[umanamnmwNeanSlwlNha ,[ter Man ea le -vOtlays for falls OW Watershed unless 2. Iota pint wesnoub et lnest AO feet awry from Smyth drain Inlets and surface
Il oatettlnaf Siam drain almb)m""t.ehewasM1oawnbM1.dtl racewe
e nm0S.^.Nronpl.«mnmdamera"w.nwmk unless no anaraxemam.,ere reamebrymmiehm. t.Clearing or grading operations shall begin at low points of autfall release or other
"hand .m„..w.....,°r.•im�.i... tome Eaupinaammenuabme one rolbwlnenems.MnwwamtM Iavmbk„alnru aaewAann.larpennnmmxlnwam. « Install
ovem«v.
e�.na..allaerorwped„uaauumeaau Knmma wacemnwaunlenem. *own Pa te:after the permanent amnrtrwtIonactw„iuee4 ammareas..tempo... 3. m washouts maneasny,cce„ia,area,on level ground andmaalla done locat.m where sediment control measures are shown on the Ian and the sediment
dim"'^• d swam pawl. wdm.awentmw.emdm•motieename amdau.ar". p
Ire-spr"nc eampnon based on.dew site renditions make . w on shall be converted.parmanetl wound vabiliatln"tooles elabeled,Medaed pieced appropriately for Me rwede a me, a In Pont dine washoua Additional controls now be required by the Swami
stabilization
nom.loK.than90alenar daysMarthe last lenddinwmn caniroldevicr sediments s,silt fences,diversions,starmwater irmtmentareas,
M1is requirement neared.: me rewuement....e„mrt n. 8 mnaaedmapa mlwm,dekrgentsandmwr....MN wsrtesfrom authority.
( rwp
attNlw.Temporary samnanm shall the c«Nwrnwsit". .all atiwstone seen(Palming concrete emcw'ame washout...0540. theprolxt etc.shall be installed before 0r simultaneously with the disturbance ofa w
la)The General tweet mweil as the certx4hafCoverage,due it is reword. t"mwwM to rim tit. surface stable sulnstaccelerated erovm umn cerrrenenteroune stabilization isacni`eaa. nmU.vamagnegeon the washout i[selrtoidntiry Nis locaden. 'ryGR
nse.aY.weew. a.
wee. wmzw•.k P.w,..e,.,,m.,wm.er.r.,..i.m.„o•=w�.w.mm .hen,m..m.mw.ewwrvc.Nmil.
w_ __who-- _ .end.b••'om,.r.>;�s,rmm.m^mral�iwr ,. al„ea causn.tm„.mvr„.mern.mvn.pwP.aaimansimmer romAxETONE. draining to the device.
MII22An0x5PEafIMTlox move leavings Nora me washout wMnet aocrodntery 75.Mpacary m mma 2.Sediment control devices and structures Shall be installed,maintained and amended
amem anal., Ike n ermMee ma" °..mmgwn„ xthegrountlrumNennymtnat rainwill ndtlisi.gatM1emil.U„pnaadk tunable toilets on level pound,chills[5o reelawarfromsemn Walm, Remove
events Rew,u the taro,sand bees or other temperas structural .
mown record Me remit.oMemtlns on theenspettw Pero.rroonn omitted by We wetlands unless mnablyawllabN.II 50 foot Kerluncelonal.When utilizing
__ techniques.the able below: offset attainable,provide relocation oloeaMe toilet behind entrance«place m mennwen low pat needed contributing
effective soo'e0of mcekwted erasion and sedimentation
_ ".ii.lee om.Ia let oftherewired papermotewin cements.
I'I,w;"'o°a'"a tr na,nawnounawnh.,.bee. Intheop roll. oruhnwerewoM,rinstructions untilothewatersheds are stabilized
r e equal as Me hardtop records. Plc„gam,«pmz.roka„ tam°'"°""°•"°nem' M.eww with I. PmitleswinewamM1odryd portable mgnsoudn6mrloa or winds in u�concrete wort,ramps remaining l"wngaantldNmwd
rw.mmn.v+M,"` Ia a Ia[[e„.nd"Inn et who's terrine., footmm,reas. ,tie approved racl y rgineeQuality p begfnninge
end-^.--• ..nanny nameade Mwmwtbn s.....w "men.temwwM„
a a....m,.n....,"..w.., nawntoprw nform..n ewe.. .",m..e.nemawrw..d m.At
m„w,mwmmw=•w.».e m try f pi6a applicable,and vebilre any disturbance
ameewew.m,w. Ow '" ro 3.Notify E r,owner and Land Section prior t0 construction.
w.w..+v. - voaamantaebnw be 004 *0 wThraveem 'a" __,_... .•Mtemw.ein° •a"teMkm"..nmwnwnta 3 MonMrmmbkto dr.rkak neand p,operryespawdnY nF.mNMal. uu"ebrremma awesrout 4.Irer°Il stabilized construction entrance°tall points ofmxss.
ward ur.ro[ompieknwend,.alkmnwnamrdsma kem.mm�.r«,pen. m,,.a.vua .IIrepoems :t.;.w.Nw p„J.11iu.,r...ra;ww. '.,.ewM.wwwrerdp.in..xnw mnkr..rwmmwtara tau law«waaannary w"meham«ro amwa nk nepanabkml"snereplam will be shown.Owner lessen the amount to ckm.Confirm
NOTE Thetis in...roan Me required 7 altar mylnspe.n rmwamem. .three mere ale od"emmole[in and made...upon request WO 6P 122.4A gape„e,Ins CM mepn nanimNu n Mallon dtwm«mated emery, do.....,.ry p.s„.a •m,Oau.n with property operating unit. 5.Limits of clearing may
.::.,,aaun awtpnMmaaw. APOrMeh•mlwmaweaMM. •Nam„Merge emd.nuupemendxFBela0a,P2f1wDE5AxDRODEMIaaE9 Par to start of work.Silt fence shall be installed at the down do of
• I1 -- __-._ eua.ara,am ..mu'n 1 Loa lone sOdYM1wbkitlas,pesticides andademcdes na«prdana ouhlaw Pr' maintained
MmNe0410w M411orrlw l •mem .wvnmmwm,wwarmwNdp.wdwwr unTmxno«wIEMAMGEMONT reed.[pat clearing immediately after a for is cleared.Silt fence shall be until the
DrwwwwxoSomfrrteALmroeawmExANaMnai[aLrr JaIq meP rsemw`i"`,"amr�.MaonwA�mmwdomm,.dw. 2 plans.Locate
basins pea.stockpile gam tare herbxae,pestklec anaodemicldesn Mee angina co.nerswth the let is stabilized comletel Silt tenth are shown timed on to laic Information
xdlmed Mmsanemmmat rc[<x.anonxomo-dpae<«<mmnexaarmmeshallu„amktNwtturetm.twuarawwawrfromewwm"wna these devices paeamwtrawn dawn ^e' .mm"emwinatwn -- _ Show a"`ww Prom ourtda°.me a vat them 10 Jabal,which lists for use,In P Y PagraP
rdwa.denra repotmacota..a pad. 'resvarew.ils and suaacewders unless xan M shown no other amem,Mesere reasonably p.iemsa.fast [a„d in the locations expected to be needed to trio sediment Par to entering dope
rotm.kwnnanno»om.less cols lrideasIda.r.awmnstanresin wM1lmnNatr"simewwnMawwder ram uewaa[eah.uwr.a Nor example,nth"wxn"dnaee cold weather). _ - wnamm�eax°da"wms a..e mci.nal pmso"ae. °'tPe< P P i n9
N000,Nawgwraw.Nom...lent pram shalbeawwedodrwhn an MN.(miming PO haw been met: nee Mind : stockpile with tin fence insun.alne weadocewlm a mimmum°Netamaim. .ewe M1eromae,pesticides and rodenn[Iaeafo.reaewne.e(Iooelne is rem.Actual locations of where
lktict shall be adjusted to the actual physical on site
roLYAGyuM110 IPeMs1 AND°L110701 s fveret Iron to toe a stockpile. p.m.Or where.er may.III or leak into well,Pyrometer drain,ground wow
W m ...moms haabe.n prodded wdtheowmemmwnoNM ties-segue and Me s«an[owe peroMw.nan.nemwnmRwnaau..me mr.sunapwxMawl '°""`"'1'0 1 orsurfacewater.Ira sole occurs clean area immediately. topography.That is,where silt fence is not shown an the plan but the actual
wOxnl i.tUII.L° Select nom,lantcthat are appropriate for M.S.P..d du.. 9, Provide stable stone access polio whn ten2le.
shall naemmeme until Me EG5C plan 40.mwsamroaathe„n070 '"v2mmanman etl1e i tea, n.nm,n on,Wawa.from the Ncowe uvdApwpe4 Mimmamnn. chop nasm[kplleme„maredanamlta. topography reflecisadupward slope,silt fence shall be installed.Where the actual
se smckpw wNwnnhaamelremea lregdetlment.Soil etiema«ord,me
ON tie n,ua"wmaawalMsxn„°onw00010wmeeagyesal po<mam from ewMnrtmxcmn Isr.orem nho)and fromt sealo.000ofthls per., ...muse huh new" end. `m` 2. Aapppryn00014I attrew.the Inlets to aou000Comaonn.NC04,9ent mmcspp,orol wen. wen.:everpea°Nnnam.dlmnageochnmennsdlillmoreameterted Provide gro ground lects Staianfion(Temporary slope silt fencePer is not)on required.
rt
(a[mown K discharges t.l.redand treated...controls to thanks, arnamesa foram ram.,rmw.urmmkremoanfrom eM seNmnt Man.Famplesdappropate wMals al. 3. A Mcculaa atnM...nations withthemalntne NCOWFtmftions.WOO.. vegetative,M1ndsoftfrical or temoew4eetmenees M,twillmile. ekrme MA2ARDOm AHOTOHI[WA51E 6.Provide stabilizationPermanent
pro°Mreneaedareaa.m..ulrma oaf.,esnk,.wine"a,awrataeunextena. PAAyp"aOnewee and.oc0000ewlMreedStorcw.erinsw.m. -- eacbn on disturbed t°Il.rwmeorarvw00le,0necntrolnnee, or )on perime phase
mandslopes
(d)veget tie.upnaare"dmewea sea procedyasBMd twee pee h wed mn„nkmreaaaedu.eutkt deneeewwennev.atm.merncn rkxnwaklNm(cl above, vrpwe pondlKarea for mnteinmamd'mteas.m,wmerbelore discharging
a"designated har..wa...eon season-site greater Than 3:1 within 7 days following the completion of any phase of grading or
(el Velocity dissipation denim r«n"n.Aa.im,„elmemm.,and dwap are prods..mwalscMegapanaordld.wawine a"iaa,a. ' kNORTH CAROLINA omsne. ace hmereou....miners under corer or in tmnderemnuamene
10 sediment."ovea from the awMarine treau"entxvias described Seem lei abaaN dims.d ma...eat.does not cen„apmnin ds.ImntNMwvmameUMad Sim, 5�:b�'Ertvtronmental Quality 5 weno«ukmemleakyrodcomdneryM.t ere keduntr'a«u.rensammv.r /(ell NORTH CAROLINA g. wnaMwenaardeusmemlal,erumsar bapeematedxselrenlayn the emend. construction:and l4 days for all other areas internal to the project.
Or...Wed w s,mnary mntnnmem structures. _.6'Environmental Quality 7.Seeding a and
Apply lime and fertilizer and work into 4-6 inches of soil.Seed mixture shall be
NCGO1 SELF-INSPECTION,RECORDKEEPING AND REPORTING EFFECTIVE:04/01/19 NCGO1 GROUND STABILIZATION AND MATERIALS HANDLING EFFECTIVE:04/01/19 distributed uniformly and covered with a clean straw mulch.Ali mulch shall be crimped
or asphalt tacked to hold in place,Material and application rotes as follows,and are
genoraly wreid"red minimums.`Mulch rate to be doubled is crimped*:
Material Application Rate
Lime 3000 lbs./ac.
Fertilizer (10-10-10) ' 750 lbs./ac.
E, Mulch 2 tons/ac.
'tq ; Asphalt Tack 935 gal./ac.(Max)
Permanent Seeding
try. Common Bermuda
(Onhulled Sept. 1 -April 1) 100 lbs./ac.
(Hulled April 1---Sept. 1) 75 lbs./ac.
"Rebel" Fescue 50 lbs./ac.
N62°OS'2TE 320.00' N62"O1'27"E 160,00' • part Rye Grain (Sept. 1 -April 1 only) 50 lbs./ac. '
rIryr' German Millet (April 1 -Sept. 1 only) 50 lbs./Plc.
r - I BO.OD 80.00 r 80.00' Baia I 80.00' 130.00. IT T1 N /' Temporary
w MeL ra _'MN. a I n .,�-w r- " rP -BADS- a �m M. cr ISeeding
�( II� 4.
yp E Dec. 1 April 15
P Lot 29 Lot 2B < for 2J e I I I P 1
MB.84,Pg.173 x M.B.B4r,Z...173 I I I \ \\\ w rr1t \ /// pad
Loy z6 ./`•N Kobe Les edeza 50 lbs.lac.
N M.D.84,Pg.173 M.B.84,Pg.273 M.e.89,Pg.173 M.B.89,Pg.173 0.23 N. Rye Grain 120 1b9./aC.
y #}t S� April 15 -Aug. 15 of 0.23 At la ell 023 Ac. oldw 0.33 At Iola 0.23 Aa. IIm I I I mllr� mll_� III I I a'f/� ````�l\` '^, [', •
\ / -.--\ German Millet 901bs./aC.
•
.3 I N /' Aug. 15 - Dec. 30
a 30 i ICI Ike (P I I w r25%r I ;24i I 2 23i I r�22 I) m`< ICI PI r19 I ;18: I / // //� / Rye Grain 120 lbs./Plc.
w I I N I Y ry I a Papa"d GIN °ip°° I m - ` / / // / \ end Once all.rem have been stabilized,contractor is to remove rem erosion control
g I I g l a b l a g I N g I I 8 I "„' g l new" • I.g I I / / /// / /�- / \ me4sures,regrade,6 mulch torestabtltzethdeareas. 070.0
4 // 9.For additional requirements,see the approved erosion and sedtmernmion permit.
1= � ��� - ��I I I�I I L _I- 2a - - I L -- ' iI," J f - - - _L - - !I �/ / % // \/ 10.Nit Fence and Clearing Limits along lot lines.
M aMw 20'M. 20'Mu /R=335.00' / / \
20'Mx
80.00' �1 80.00 J 80.00' J 80.00' _) r -= 80.00' J. 80,00'e_J j -- 1F335.00' N37°04'365E / t,1 i \
•
-�2 may}}- l�0O 562°01'2T'W 320.00' 562°01'27"W 160.00' /L.69.34' 4.80' L Li09°i \
T71 a ee - 'YY P _ ►/,
335.00^ k335.00' at=N43°24'S9^E i�� t \
R.18,00' L-69.39' 6921' ��%�/ �\
Clear View School Road L-4.74' Ch-N75.16.465E E1.2• /.0 ,nem
(Public Street) 50' Lhn572°58L628.2'58"E Ch'N61°3TOTE 69.26 *10-' F`���. \ oto n•2 \
R W 4.74• _ �i�tt� k . \
i ��������N62°01'2TE312.00' i zS.aE���tt� ������► �//� $ /
�/ I I I I I I_ .�/tea �� .1,�,�-_ (/ \ \ [(L
�• N62°01'2TE T �I,eo.00' -1 /� 80A0'.-1 -.-.wP 80.00' /� 72.00' Rt. N62°01'2TE •�1 ---- ` 'G / Pt \q \ /
• -9660 - T - � - I- :OW ---. - :O --� a �wCi 63.25r�'�glQ `�'C \` a`go. /
a I-
v
e
IIth -r I r zI -Ma - - � I - - I ro:M' 1 I f - <� I" '�� �� Le
v� zo Mx. I p Y I I I I - a� I � I I \\1 \\,a,\ ALB.84,Pa.173\'\ //
o23 Ac ..„.\
\
cs Y x n 01 s I °"xa I a\ Maintenance Plan:
col Ins a1 Inn - - - I 1 I - co I m m Ieu loth 14 I>Q I �I dill \\ • \%'\\ / I.All erosion and sedimentation cantrol atavism shall be checked
F v p N '�15; I ;14 i I ;13 i r�12 i '21 v I Ins I dIN eIN I dI s \u Lot4 \' Y1� for stability and operation following mooeduroff-
_ F - R m bm\ F 1 $ M.B.s9,Pg.ll3 /\ q° producing all rainfall guard and in no case Ims ohoes once every week.Any needed repairs will be made immediately to
Lot l6 -/ ' a N 0.23 Ac / '66operating conditions intended.
I 1 M.B.M,Pp oce I a 8 I I I I S I Lot IO I I Lag I I g Lae I l pg lot] I J x I Ins -La 5 1 ` 5 maintain devices inooed ereti
M.B.09,Pg.1]3 MB.x4,Pg.173 M.B.84,Pg.1]3 M.B.89,Pg.173 I a I Lot 6 a M.B.84,Pg,173\1 V /,8 2.Sediment shall be removed from behind silt fence when it accumulates to a depth of six inches.
0.23 Ac. I I I I 0.23 Ac 0.23 Ac. 023 Ac 0.26 Ac 8 �g Me.84,Pg.l]3 02a Ac P
P - 11'I I pIo I Y I% 0 3.Sediment shall be removed from the inlet t [ion devices when storage hm been a ximate 50%
a L -Y MeL I a. I -5 MMna Y I J a F - - J=I 15'Ma. - I- - 0.25 At J I L. ,5:hap,, `/ �, T W q6 filled. pro ec rage wpacitY Ppl'a y
„ ,.J 1 . ,.J . 8a00'_,.J L w ° go n J �' I n 1 m15'Mx. n ill 4.Any sediment trashed onto adjacent pavement shall be removed immediately.
562°01'27"W 8000' • ��'-`' --�'�"-'-�" ;m a U 1 J`- Z2'24"W 96.84' 5.A maintenance log of all erosion control inspections and maintenance
pee performed shall be kept°mite at all times.
562501'275W 330.03' 562°01'27'W 86.00 S°'�° 6.Stormwater Pond shall act as a sediment bmin during construction until contributing ore.ore stabilized,then
shall be converted to approved design state.
7.All catch basins to be installed with inks protection.
Existing Rood
•
k.
Rnv R w
s ♦ steel Post , .
' .°4;'e,l� Alen Erosion and Sedimentation Control Plan
iFsz�� '` ugh
w `nut"° Ltct: o PHASE 1A OF HAYDEN PLACE
it Note: Welded Wire Mnh Entrance :';,,`''
n eu�lapshollmibeeN.. 6'Belc.o0onnd Profile
LOTS ea 3-10, 16, 20-21, &26-29
a (SNute)
o•
1 1/ ,,,e,n, Plan View Jacksonville Twp.,Onabw Co.,North Carolina
:-Q,+'"`"'igQ Spacing for pasts shall be:
Temporary Stabilized Construction Entrance Prepared For:
a ;;,r,;.,, I.Bfea,mMmw with wire mesh P azvMcKee Homes, LLC
$.� Direction of 117100 2.6 feet maximum without wire Nolte Scale
gun off flow inNh wilt extra1./0mt Construction Specifications
filter kb..
$ steal Pour v Agsrwamre slap-va za Inch path[.stone 212 South Tryon Street.Suite 1000
Weld.Wire Mesh 2.LengthMild. -off Not low
not less than 50fea,.
tt 3.Width- Mk law than six idthoIncl. Charlotte,North Carolina 28281
Erodes FaricSiltation end WIdM-Not kw Nan fell width of dl palnua kgree.n GRAPHIC S!'AI E:1"=50'
Control Fabric commaea egrelS,M.Iwmd2Y. DATE:10/16/2023
Soil 8.rM5nginimumfabricandor"drc foapwddtha cons'a«ionslawxe. D 5D 100 15D
Grated lion 6.WmM"g-Whn neceswry,wheels shall be ci dto remove
s.imNn miwmenit.d1nee publ anarafrg.WM1n
?A'MxL emsM1kgarogudwe,itYal be deM nnmm stabilized wiM .
xR Dana booth Required m ired crushed Mom MI.dairy Into m om:rov...iment trap cm SCALE:1"=50' m En m
s for Nomstable hide sediment bash All seam.,shall be prevented from maul, FEET
rz B5 moeiomr drain,hatch,n watercourse through use d sandbags,
}rT� gravel,
`b°«"een.np"°"� 'ina TIDEWATER ASSOCIATES, INC.
>.Mai -Thenr'anprove he yp,M,View xfiiM xillprcven,tmWrgorf.wl sediment onto public
rights-of way.This nog rewire periodic tap dre.sing with TIDEWATER
Engineers - Land Surveyors - Land Planners l•/%%lfr-\\
Typical Installation of Silt Fence dead"' °ma.conditions award"erepak and 7°r FiedBook:WA
of arty rrwaa.ws..,a trap sediment All segment, Disk Name;Acad 3197 Jacksonville,North Carolina
Not m
g Nsmds spilled,m TM washed°r °`Irae°"h'public „agl" f-"w,'nwst be removed filename:Hayden Place-B°Gi°n.dwg ICNW P.O.Box 976 - 306 New Midge Street-28540
Job"°.'B456 Sheet 1 of 1 Phone(910)a License
14- .TidewaterENC,com Ed.1961
Firm License Number F-0108