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HomeMy WebLinkAbout12 c510 site erosion control details.pdfPu�P060 •TOp`mideanableeoVa�Wexi[wMiUOnLOmWewos4�cYOneile. (�h161t3.O1-A) `TOkapmWaodsWi�oentoffpublic�mJS. Raqufrelllents .M��:�-��o.washWSrom(MDOTCANO.2)aeraelabietauvia000. (Fihibit3.01-B) �Tb��kom:6iamioimi�m WiMh: 12 R. mioimum a fWl vndih �'eottenalo3l rredwSy. whichever is ga�a. 1SYg1Y: SOH.IOINNIIN.I�1C�CYiNQOhC6�1ORVi0f8N8��91k9SUCbB6iM801Ydry1tl1181hOmC. WYhi0E�8CJilY IW�O�: LEVCI d1U WIIII J IY. WdShCd 6IOIIC INIII�OIYOOI9COYIpSCIdI �2CR aoGwaslewarer divenM to a sdimeot wp mDaav (Piaoce 3.]2). Gmteitlle fWric uoEerlioer: May6e � uiMerwet mMitiom wfor mJa wiNiu a high uamial watr�table�a vmvide e2iltthearine prcn¢IF. Installation 1. Top�wmt`uwHfiombypemnB��.���P���ca�luel6w.bdowfhedowu- uwH (EhiDrc3.SI-Cl s��vn'a000.ORdWdahmpwaryNke(mmpnttW�o6in.ItighcthenNebbric)a� the Iow ddc of Ihe ivltl (a F3iYDlf 3.51-C). 2. Cutthefabric5omasivpJerollwetimiiureJ�.IP�o�+�alea92$otove�laPValoivtu �.J 3. Bory Wc bouom�'thefabnc M Wn 1 R dcep.4ecISi11. md comptt thebur�tl (eceErhibit 3.51-H). s. Sryxethen�pportpoYSevmlyageivatheiNetamoderamaimomof3ftapart,aoddriare Wwabartl'hftiololM1egouM. (OVebowmutlbllE'vaYYimaNewktaodvatmvop�o� rcckdswl.) J /^ CmpdtlEYxb F- . / � p��Nwa+�vx L� J// � bljb�qoledbn) _ _-� _T _i � /�� �� 1 s"°°-'� S S '���v �� �' � � � �� � _ � � /�l� --y `r`_ / \ .�. ��� ?i � i •�--•_ � ^- .-._ 7" ^�^ ��--^�` \� n_ _> �C_ ...r��_ \ � � ���� � EM�11].{]L. P��wMMp�s�wvwM�Wpe�+�YdJeEw�Y�P�oIMFW. MOI111611OIICE '�����cbeniaaflastmmeveois,mGmakenmYdrepei�simmediably. •Remove�dimeotfiomthepoda�abVmvideYae6efmtM1evexcan�m. AwiddvoapnBOr 82 �Mwn�n_e WC feDliC AwnB 6[AImCY[ 1CmMdi. • WhCn tlC COnln�b�0ipB4181MgE8rtP hesbCCn �8b���ZCd. RmOVCiYtl V��P«�Y dI5�O5tOf811 Cpp- trucYOnmeteriN md udinm�� 8� We arum theelevaamofthetop dthe iNM Wee mabil- Common PmUavJh6rkmtapporkdathe�o��eavltri�mllapseNNev�ucwro. Co�Cems FWrkootpmpeN�bvriWU6allo��uuluwwtlercutwig. TopMfabric 6vrkr Mroo Wgh-reaWUiethe�owbypnmiog Uue rtoem ioktor mllapsiugthe BIn�NUe. Temporary dikebdow dmP iokt oo[ maintdoeE-rmWUin Weflow4YV�^6 We pu�m ivla Setlineel ool rtmovetl fmm PmHUUIts iv instlnluffie etomge vdume fur W e neM sta�m Furemtertc�eJapyieV tlmpukl-�eaJlsiowsmmavdnvdacvaiu8. lwna anc� n mm arof. ao Mttv--����a m mgunowwro ti7, e� �avn�B�a�Y.+�dN- adeqiuM M018§E VO�IY4C: CxqVd11DY Of1�le 9.�IOL9� AO(HgC HIG Ne)'h 14QSB�y. InstalledOn 1. AvaielocaUVBonsaepatopeawatamesinpublicraads. (6dutil3.0/-01 2.Re�eo�eallvegetatimaeddhttabJafiovabkmeterialfrom0efuuodetiauarea.mLgaGeaod '�'�p� � C1OlM i0! P�M1VC 4131N6e� 4 3.IfslopemwardSWeroalexcads2Y.,momiv.la6-Sin.-Itighwaler6arlridge)with3:ldde �' sbpes azron Nefoimda4on aro a6ou[ IS ft&om Neemuna m diven nmo8'away hom We rmd (P�acua J.24) (��iEit 3.01-Lj. 4. Inelall yiPe imder �M1e P� if needed �o maivlain P�oPa P W �c med Neivage. S.Ifw%condiUOOSarem4eipafeQplacegmtewilafa6ricovtheAeJedfw�edatiw�oinryrovesm- ��POSB p��y. �EYbibit 3J4-AJ 6. PlaaMUmd�e�uiauandgadeshoweiutheuosiodsedimentmvtrdylm4leavingtM1ee�u- face smoot6 e�M elaped tar dreioage. '/. Divenallwrtace�unaEandA'aioaB�fromthesmmP�toasedimeo�trePmbatin. �� �a.ee.zx ow�ennape BF.�_ IIIII� Gm1oOXe-�- R=a � 15R �� PW4mW ti'"` �;I:'i I�Iill_sIIIN." .=1111.-��� EWbp�Y1C. TayorsYcrosNClunmtrmYatllYmxtl�MwMmM9ewM1eroP�a�cwYTf. MaiMenallee .��entravapadaMuaimmdispomlarnweadyvMmierao�mewntsmhavruse. . 'ReshapeP�as�KNeiWlNVnaB�aodnivoHwotrol. � TUpGR6i Nttll C�� 5[OOC 96 OPLAGA. ��010PA�B�E�flG001T 0Y1� LIQ 4�INM I(BC�� M W86� 0010 QIIb��C lO8d.4q' �1NS�Illlg M sacepiv6. FlusLingslwWdoWybevvdVihcwalerismm'ef'�dinmautlimemvapmbasia � RCpglf 811j' b�plRp �pyd p9ypmCp� immMiaml� C0 111111 0 11 lo�0equahmeoRaetrol-�ewllsiusdimewwal�ingon�omad(sxErhibit3.0/-D1 COIIC9T8 Sloeelooam�tl,PaJtootbiqorgeohx4lefab�ica6arn[-�uvluivMSaude�ondlycwNitimas (Ed�ibit3.01-D) ��sP�in[athesal:edtlmarta[orc. YatltooehMfor6eaq�aoq�ixliaotraKx.�MeoEthepad6eyoMtM1e50-ft IengthssadM PaaeotmrW wlficimUrnroW mU�oc�.ewlrsinmudbmenackedovatheroeaaotlpossi- 61e dama� roll�e mtl Wge: witlen smneeouaocemM repair rmd Jevage. IIeRablefinedetbe-��x emrewilefebr'suMertM eedvW/er imomaxfr�mdarinnd�ainvce Pu�ose 'TO�epnvettdimeuazNernuavcemsao�mE�ain.albwinBfiJluseofWeerormMivxyxiem (2Nibit3.52-A) duringWaconsuuctionperiad RequiremeMS Com�immogarrimyeaea: tauevnximum (PSM1i6t�3.51-B) GPaciM RwoH5oma23T.�9����Y.20.iv.da�aliousro�meveotwluinBasmrmd�invri0- oW bYP�florv. Fabriemrterisl: Geotextilefebricfmfiluatiov. BeightMtaDrie: I l01'/h ft, measwed (rom fap afiWN. Appmath: Pod arra9at PusNm 1%tlope) wiW aWi1oeet atorege M945 cu.fl/ac�ediqmbeQ Stebility: Swenue�mntwiNVao�lhflhWMaauvWSalimemariNoutwWpvngormWer NM111$. SYpPqlpaqe: $leelfraepv4aor2x2in.m2z9-ie.haNwaodpo9s.IRmioimumlengW,3 ftmav'mwn�inB:�WframemPWnremmn�eWOi. CrossbnaeB�ofP�%pMP�h cmvers �eaYY �eo&�nem s�P W N. ; ' ' ,�:�e { � f1 :���;.�,.����� � \` � . � y �1_i�N`�flu�Tn,� h � Eq110ii39A 6YppW1YqPNlYq�lY1m011M11Ml�pi. � TO R18111 LUI10E0[ GOIII E1118II� E�Illf A16h11AW 8f28bM RAIILI� IIIC VCIOPIY OI�WIflOW. ItdOIE:$11liCOCCCBP����ffi6ldi0C0[�ryW����BWBt<1�OiII0w1�CP���O•YNML14d110¢ AI- 1Lw6h Ne Prectice uaully works bat in wnjmetioo will� u�^W�7'baeine. tlaps. or dive�dom. ileen6esv�ciatlYeHectivxwhu�dalone Asillfem.xuvMrwommeo�IMfiruxuadi- vtrsion; oor is it m be �ttd acro� a�Veam, cluovei, oraoywhue thet oovicentla¢dflow ie aWici- ��.) IMV�uNMroP�ermfrwe110anMWstln9lMfarca. °__._..__ RequiremeMS Drtioage area: Limitd ta I/4 acre per 100 ft offeoce; fuMer reel�iGedby sbpe slxpceas (ax (Erhibilsi.l4-B �M1ibif3.l4�. m�dC) �acstioe: PencenmrlYlevei.app�oxima�elyfollmNnB�M1elavAwMOUr.aedatleaz[IOftSomice of slape ro provide abmad, shallow ttNmmt pool. TreocY: 8 in. minimum depW, flatbq[om or Vahappi, Slled wi�F compacled aoil or guvel N bury lowxr poniov of wpport w'ue aod/w ftuce bbric Supporl pope: 2 z 2tia LuAwoplpmis (d�sad) or axJ feMe posls �1 at lean I8 dap.• (Stal portsshouldhaveP�Jectiomforfas�eoing�bricJ � SPUiogAporte:8fl.meximumiffeoceaq�porteAbywire. 6fl.Porenn-ArenB��bricwitLmtw"uebxkinG unwrta.a�e.MUmun�m�a Fweehri�o ABnaoa�B�sod�M1ofimw�^��wat« swro.�au.�.�siorwtime �a SHFeMek aoesn««aW Iha. nmrw�abvafauelive. •oo�+a.. 5^PPonwire(^PtioealY 14ga�ge.Siamesharirefmce Maa.Aieknce (ceWed'dusinBSlaoda�d-suenBWfabric). LavUSbpe abovefinee FmcefWrie: Wmrnmvw-xavengedezlilebbricwiW cgec�edfil4ain8e6idmrymMm�N'e¢uenB�(tteEx- LesxWae2X ]U08. h18113.1d{;�aMCainioivgWivNbitasaudstabJizps 2b5% lSft. roemv�e6-mo.miniouuolifea[tempe2puee0°-120°F. SIO10% SOft IOm20% 25ft •so.ncooimerc:a�axem.rnvere.aym'm.qxi�eauppmpwum MoreWm20% 15$. uaW aoartptinnsmuseuqm. . ENAtl ST�C. BqdR W miu Mini�unu b� &N Pace Fabtb. PoYeirWV�MKY Woveohbrk Nov-wmeofabric FiilEnngeBciEncy $i% 8596 ieobile Mu&� et 20Y dOn�uou: SmvdartlatreugU 301bs./linearin. SOlbs/linearin. Bxl+aairengt6 50@s./liumriv. '101bs./livearin. SlwryBow�ale 0.3 gaVminleq.R 4.5 gaUmin./sq.fl. Wakrfiowntt ISppl./min./sqfl 220gai./mivlaq.ft W �ed�va ]0°/u 85% Oolk[(Wlim+�): Toalbwtmsa4ato1m9owbY0a�wiWbutuvenuPV��bfroce(eeeExhiDit 3.14D). Pla�elovg fevce tirc W timi�wa[erdepth [01'R R matimom: crest-1 R high ma�d- mam; warwidlh-4 R maximnor, spieshpad-5 ft wide, 5 ft.long, t A tirick mioimum. Nstallatlon srrer�eannnot+: ([khlbtm3.90-D, l. PlanfwtheRvarobeetlmAlOH.fipmtMtrcafthealope�oprovideasedimeetsrongea¢a. E.m�dF) 2.P�ovideacassatheareaVsdimeuteNaooutwillbevaded. OUiLELCONSiRUC1ION OPIIONAL eeeErhlbu3Jd-D: I )( ) l. Detttmiretheapproprialelmtiontma'tioforcod,elabiiizedbypsssflowwtla(uvleesthe Rm u dre�W b�etain ail mvaHfrom a 3yT. fre9uemY.24-Iv. dwatiau srormeventj. 2. SetfAeoutlCelaveYOOSOWalxaterdepthrenm[excadl'hRatNeloweslpoip[alougWe (erce live. 3. LopkNeouUawe'v aomoreWmlft md' a�VWNO� epeM. �nsqllaho�izontalbrece6o- IxrenMm. (WdrheightshouNbevomoreWanNmlftavdaaterAqtl4wmweWenl'hft. 811}WIICfCC�8C8IO�WC `�4.� J. Excava[cWefoundatlovforlLemWCSpiashpadNmivimumsdlRdeW,Sft.vride,aMSfl. lwg oo kvel eede. 5. FJINencavamdfounda�iouwiNIN�OTCANO.lUUce.4einBCaz<fWNatfheGnishedsor- 6ce bkMS aiW tl�e snrt000tlinB erce. aliowin6 vo overfdl. 6. Sabiliutheve¢acmodthepetl. FENCE CONSfIt1IGT10N (e[e Exhibif 3. ]4E): 1. tU�llg(�Y.mUR1111CY�rCOLE�IIW 418908-W.dEtpi81-�WIOVImW VS�18PCd�1E0L�1. 2. On fhe doxvclope sde oftLevevch, drivetFe wowl er rtal svpport potla at leasl l R in[o fhe gawd (Ne deeper We belrerl� epnciog them vo morc tIm 8 ft. apart ifNe Roce u eirypwtedby wirew6Rifema-suenglh66ricisuadwiNw[suppartwue. AdjuRapacio&Euxxuery.ro enntreWa[posbamatazWelmvpoivisabngWeRvalive. R�OTE:IItheCeowhaapre.ap tached poYS m Aakes, drive Wem deep mongh so Nefabric is ssasfg;torilY in Netrenc6 as do- wnbd iu Slep 6J 3. Faskn supporl wirefeeoe (ifthe maniJaclmer iecovmwads i6 use) W the upslope sde ofthe poas. eu0end"wg it8 ia inW Iiw Vwch. 4. AuvacontivuoueknBWOfgeo�exlilefabricin5unt(vpsluW)ofthesuPWrtw'veandposta, avoidivBJoiuls. Pe�ccWarlyaz bw Gaols iv Wefevtt li�e. 5. Ifajoint is narxmry, mil the erorlap W the nares[ poRwiN IatM1 (ue FkhiDit 3.1a-�. 6. Place fbe bottom 1 R�'Rbric intht 8-in. drep trerch, ewendieg We remaiNng4 iv. (oward the �� � 7. Bac6iJl�hetlecehwiNcompac[MeaMOrgmvel. NOTE: Vmivbap�cpazkWmmmert:ialsdtfeereralherHumm�el+uclioSOnqfoOowmaou- �241@CI�S�Ob�8��8b0111O�I11Ch�5. FlIItt1eEM � Poet 18 N. �� �(�) me . �.� � a,.a ENItl1i.14E OMYktlaxauiMOfwMfmxaNYellatlonleMwNBbtLOtlanaMVWMtlb�msM1r1. Mainhnanee `�oW«�ihesiltfmceperioaicalNa^affiaeachslmmevem- ' IffeocebMic ta0. �Ga m EecomWx� w iu anY waY hanmes ive9'uUVe. aPlatt [M1e ffiaced pmboo immediereJy. EROSION CONTROL CONSTRUCTION SEOIIENCE SCHEDULING RUNOFF CONTROL * INSPEQ THE SEDIMENi BASIN WEEKLT PND AFTEF EALH STORN CONSTRUCTION PHASE (�NEk510N5 PEkIMEfER �IXES. WPiEk BAFS. OUTLEi EVENi. FEMOVE AN� PRWERLY OISPOSE OF SE�IMENi WHEN li PftOiECiION) (SPEqFlC ACIIVIIES Oft EkOSION CONIROL PFACTICES ACGINUTATES TO ONE-XPLF iHE OESIGJ VOWME (LEVEL IN SEpUENqAL Ok�EF) MARKED 9✓ n REFEFEtiCE 4nKE) PEFi00iCnLLr CNECK iHE Eu64NKUENi, EMERGENCV $PILLWqY, ANO OUiLEf PoR EROSION INSTALL PRALiICES PFiER PFMCIPqL SEDIMENi TPPPS AFE �AMAGE. PIPING, SETRING. SEEPAGE OF SLUMPING ALONG IN4ALLE� BUi BEFORE SIiE GRA�ING. INSiALL PO�IiIONAL TME BARREq AN� REPAIR IMME�IAiELY. PEMOVE TRASH AN� PRE-CONSTRUCTION AC110NS RUNOFF CONTROL MGSURES DURING GRMWG AS NEE�E�. OIHEk OEBFIS FFON iHE RISER EMEFGENCY SPILLWPT, AN� POOL ARFh. CLFhN OR ftEPLACE THE GRAVEL PROUN� iHE CHP2AC Ek15T�C5)iEQ10N OF IAIPORiFNi SIiE RISER IF iXE SEOINEM POOL DOFS NOT ORAIN PROPERLY. REUOVE iHE BnSiN nRER iHE DRAwnGE nREn Hn5 BEEN PERMFNENiLV S1nBR4ED, INSPECTE4 A�'D APFROVED. 00 so er owurviNC nNr wnTere. aeMOViNC THe seoiueNT To n oesicw�TEO oisvosn� naEq suaarHwc rHE srE Ta e�rvo wirH rHe suaeourvoiNe naen, merv srneiuziNC. RUNOFF CONVEYANCE SYSTEMS ° WHERE NECESSARY. STABIIJZE 4kEPM BANI(5 AS FARLY PS irvSPECi iE1APORFRV SEDIA1ENi iRAPS wEEKLY PND FRER SiPBILIZE� SIRGM BANKS STORN DRAINS WLEf EACH STORN EVENT PN� IMME�IATELY REPAIF PNY EFOSION CONSTRUCTION ACCE55 x ( , , POSSIBLE INSiALL PRINCIPAL CONVEYANCE SYSTEM WIiH AND OUiLEf PROTEWON. CHPNNELS) RONOW COMROL NFASURES. INSiPLL REMNN�ER OF 10 ONE-MALF iXE DEIGN DEPiR INSPECi vEGEiNiION, aND (CON4RlICiION EMRANCFS, CON4RVCilON ROUiES, RE-SEED IF NECESSNkY EOUIPMENi PPRKING AFFlS) 5151EM FFiER GRpDING. LAND CLEAFING AND GRADING � BEGN MNOR CLFARING PNO GRA�ING ARER INSTAWNG INSPECT NEWLY TOPS'�IIL ARFAS WEENLY UN➢L VEGETAiION (CUIIING/FILLING, GRFDING DRAINS. SEDIMENi iRAPS, THE KEY SEOIMENi AN� FUNOFF MBSURES. CLFAft IS E4ABlI5HE�. REPAIR ERO�E� OR DPMAGE� AftFAS AN� BARkIEkS, �IVEFSIONS. SUftFACE ftOUGHENING) 60RPOW AND D5POSPL PREAS AS NEEOED_ IN4ALL REVEGEiATE SEDIMENT BARRIERS AND TRAPS ` nD0iii0rvA� CONiaO� uEn5uaE5 w5 Ga.eDinG Pa0GaE55Ei BnSN TRnPS SILi �ENCES OU1LEf PROiECiiOti � � INSPECT WEEKLY, ESPECIPLLY PITER 40RM EVEMS, UNTIL CONSTRUCTION SHE�ULE CONSIDERATIONS iHE SianD i5 SUCCESSFULLV ESinBLiSMEO. (CMnRnCiEFi5iiC5 SURFACE STABILIZATION * OF A SUCCESSFUL SiAND INCLUDE VIGOROUS DaRN GREEN BEFORE CON9RUCilON, EVFLUAiE IAFRK, PNp PROiECi QEMPORPkY PNO PERMANENi SEEDING MULCHING. OF BWISH-GFEEN SEE�IJNGS'. UWFORN OENSIY WIiH NURSE SO��ING, ftIP-kAP) PlqNi$ LEGOMES, PND GRASSFS WELL IMERMIXES; GREEN iu,voRrnrvT Tr+ccs nrvo nssoanrco reoonrvc zorvcs, UNIOUE ARFlS ( e.g., WEi1pN05) TO BE PRESEFVED, l£AVES,- AN� THE PERENNIqLS REMAINING GFEEN iHFOUGH- (JJD VEGETPiION SOIIABLE FOR IILiER SiRIPS OUi lHE SUMMEk, Ai l£hSf AT THE PIANi &SEJ PIAN ESPECIALLY IN PERIMEiER NREqS- TO POD FER➢LIZER iME FOLLOWING CROWINC SE0.50N PCCOROING 10 SOR iE4 RECOMUENOATi0rv5. REPaiR DnMnGEO. BnRE. OR SPARSE PREAS BY RLLING ANY GULLIES. RE-FERiILIZING. OVER-OR RE-SEE�ING AN� MULCHING IF PIAM CWER IS SiRBILRE BARE NREAS IAIIAEDINiELY WIiH GRAVEL AND pPPLY TEMPORARY OF PERMANENi STABIIJlATION SPARSE OR PATCHY, REVIEW iHE PUWI MAiERNLS CHOSEN, iEMPOftAkY VEGEfA➢ON PS WORK TAKES PIACE MEASURE$ IIAMEDIAiELY ON FLL D14URBED APE0.5 SOIL FEFiIl11T, M06iURE CONDIiION, ANO MULLHINfr, WHERE WORK IS DEUYED OR COMPLEiED- IHEN REPFIR THE AFFECTEO AFFA EIiHER BY OVER-SEE�INC OR 6Y RE-SEEDING AND MVLGIING AFfER RE-PREPPRING 1ME SEEDBEO. iF vEGEiniiON FuLS i0 GROw. CONSiDER INSrALL PPoNCIPPL B0.51N5 AFfER CONAFVCiION SiE IS SOIL iESiING i0 OEiERMwE nCiDltt OR NUiRIENi ASSESSEO_ INSTALL ADOIiIONPL iRAPS AND BARRIERS AS pEFlqENCY PFOBIENS IF A�DITIONAL FEFrIIIZAiION IS NEEOE� NEE�ED �UkING GRPOING. TO GP A SAiISFACiORY SiPND, �0 50 ACCOR�ING TO SOIL nN0 PiPirvG NOLES. REUOVE SEDiuENi wHEN rt w.5 nCCUUUlA1ED lEA RECOMMENOPTIONS. INSPECi PFfEF STORM EVENTS i0 p1ECK FOR MOVEMENi OF IAULCX OR fOR EROSION. IF WISM- MONITORIN6 AN� MAIMENANCE SCHE�l1LE OUT, BFEAKnGE, OR EROSON i5 PRESENi, REPniR iHE SURFnCE iHEN RE-SEEO. RE-uULCH, aN0 IF qPPLICABLE IN4ALL ESiA9LI5X PNO EVPLUAIE PROJECi PSSIGN SIIPERINiENDENT NEW NEIIING. WNiINUE INSPECilONS UNIIL VEGEfPTION WHOM WILL BE IN CHRRGE OF OVERSEFNG EROSION FACILITIES 5 FlRMLY EAABIJSHE�. INSPECT PERIOOICALLY FOft �IS- PIACE� ROCK NAiEPNL SWNPING, NJO EROSION Ai E�GE, esveanur oowrvsrre� ae oowNS�ove. INSPECT CONSiftIICTION ENTRANCE WEEKLY PNO AFTEF 40FM DURING VEGEiAiIVE ESfABIJ5X1AENi. INSPECi WEEKLY AN� PFfER EvENS nNO HEnw usncE. eesw�ac ,vuo rov oaess as BWiDWG CoNSTRUCTION * soaM e�Nrs roe nrvr eeosiorv ee�ow me einrvrcer. NEEOE� INCLU�ING kEMO`/qL OF IMNE�IAiE SE�MEMS BY INSiqLL NECESSBRY EROSION AND SEDIAIENi CONiROL IP AM' AREA SHOWS EROSION. PULLBPCK THAT PORTION OF SWEEPING OF BRUSH�NG. IP FWSHMC PFOVI�E A�EOW�E (BUILDwG UiRI1iE5. PnVING) pRpCTICES PS WORK TAI�S PIACE. iNE BUNNEi COVERwG ii, nD0 SOR, RE-CEOE 1ME aREA SEDIMENT 1RAP5 FOR WPTER CONVEYANCE. AN� RE-UT FN� SiFPLE THE BIANKEf. FFiER VECEfATIVE ESiABIJSHMENi, CHECK iHE iREPiE� AREA PERIO�IGLLY. INSPECT THE FABkIC BAF2IFA WEEKLT AND PFfEF STORM EVENTS INSPECT WEEKLY, ESPECIALLY AFTER SiORM EVENTS, UNTIL THE AN� MPKE NEEOE� FEPAIftS IMME�IPTELY REMWE SE�IMENT SiAND IS SUCCESSFULLY ESiABL15HED- REPAIR DNAINGE4 BNRE FROM THE POOL AREP TO PROVIDE SiORAGE FOR iHE NE%T LqNDSCAPING AND FINAL STABIIJZ4TION * OR SPARSE AFFAS BY FlWNG ANY GUWES, RE-FERiIIIZING OvER-OR RE-CEOING, nn�0 uULCNiNG. iF PUM COVER i5 SiORM_ AV010 OANAGING OR UNDERCVIIING iHE FpBRIC (iOPSJIL iREES, NND SHRUBS, PERAINNENi SEEOING. SiNBILIZE ALL OPEN NREAS INCLUOING BORROW lW0 SPOIL SPFRSE OR PFiCHT, REVIEW iHE PIANT MATERIALS CHOSEN �URING SE�IMEM REMOVAL WHEN iHE CONiRIBUiING �RAINAGE MULCHWG. SO��ING, RIP-RPP) pREAS. REMOVE iEMGORAM CONiROL MEASURES PND SOIL PERTILItt, M05NRE CON�RION, PND MIILCHING; iMEN AftFA H!5 BEEN 4ABILIZE4 FEMOVE AND PROPERLY DISPQSE 4qBILIZE_ PERMPNENT SEE� ALL BPRE SOIL AREPS. REPAIR THE PFFECiE� ARFA EITHER BY OVER-SEE�ING OR OF PLL CONSiRIICiION MPiEFIPL AN� SE�IMENi, GRADE BY RE-CEDING AN� MULCHING PFfER RE-PREPARING THE SEEDBED. iF nDDiTiONnL FERiiLiZniiON i5 NEEOED i0 GE1 A me nreea ro rHe e�vnnorv or irve roa oF THe w�., snns�ncraar srnNO, oo sa ncmreowc ro soi� res REG�JMIAENDAilONS- �IANNiENRNGE-(1JINSPECi PRqCiICE$ Ai LEAA ONCE B WEEK, &(iJMAKE REPAIRS IuMEDIaiELY pFfER PERIODS OF RAMFALL Remwe depashd sediment x7cen i[ �eacLa balfthe height MWe ftoa at ila Imvest poia[ or ie � nveingthefabrictobWBe. • Talre tare to avoid mderntining �he face during clem out. ' After the cmtributing dnimge areatw been subilized. �emwe the fence aotl ttdimdtt AeP^aK b�illg the d'18N�bed vea b gredq evd elabil'vs. Comrtwn Feneeaagoreollapses--becauwd�ai�ugeareawaslaolarge,taomochsedimentaq;�ula¢dye- COIICCRIS fwa dwoouf. sPP�oach dopeuas loo �eeP. w Ihefwce was �rot ade9���Y vPPOrt�. (Frietbit3.]4G) �°cemdveworbbwnoutat16e6ottombY�ttr����a����mwasvo P���Y buried at all poivR. the treoch wae na[ bacldlled with campaGed earth m grnvel, the @rce aas installed on ezcesvw slope, w the fmce was bca¢d acrms a Nainageway. Feece wertap�ed�ecause tl�e sdimm[ aW age area was ivadequatk no O�o��noo xas n� for sate bypas.e of gam flow, orifie feuoe was lorated across a d�uuageway. Emeiou ocwn a�vuvd eod ofhou�ecauee Hiefro�etermina[ed a[an Nevalion belowtla mp of tice sediment aWreBe Wo4 the fwce te�mimted iv an �,��F:��+.n �y, ortLe frvce was in- emlletl oe esesdve siope. � � Deou�mllaY�esP�abYexeavati000rcaoudbY�WiDmeelcomWaio�rauu "d�'icvlryio Griving wooden Posls W a�oeol deWh; solve �R' usinB btal poata. i. u� eaosorv corvTeo� vrencnces snnLL ee irv nccoreonNCe wi.n me IONR "INDNNP MAND900N fOR EROSION CONTPOL IN �EVELOPING ARFAS' DniED OCi08ER i992 nND TNE SCS "FlELD OFFlCE 1ECNwCnL GNDP- 2 1ME Citt ENGiNEER He5 iHE RiGNT TO REONPE nDOrtiOrvnL EROSON COMROL MEASURES IN iHE FlELD AS CONDIiION$ WpRRAM. I. SEE �RAINPGE REPOftT FOR PLL SiORN SEWER �RNNAGE CnLCUUii0ti5 nIIaCHED. 2. aLL Si0RA1 SEWERS INVOLVED IN iH15 GROJEtt SHqLL BE PRIVAiELY OWNE� PND MAINiAWE�. iM W � VERSATTLE CONSTRUCTION GROUP, LLC. 90 Evt imcy RooJ, Sulte 610 J6181 Gk ]RS1535]9�FOx_ 31]9&d5B1 H � .� � � „wy � � � � y� iy � �� O � �--� U � ^ � � �M .nl / 1� �L � `J V f�^` W +� ,�^N V J Job No.: Date Stamped�. 13039 9/30/13 Drown By Checked By Scale: caw tab CAD FlLE. GV13039\c510 eite eraslon conlrol detaile.Awg '�NZ {�. B,� ��/// y �GSfEq� �F`� : N0. 197003Q9 * CERTIFIED BY: THIS DRAWING IS THE PROPER7Y OF VERSATILE CONSTRUCTION GROUP LLG AND IS NOT TO BE USED F012 ANY OTHER PURPOSE THAN THE PFOJECT DESCRIBED HEREIN. me C510