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<br />
<br />EROSION AND SEDIMENT CONTROL PLAN
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<br />1.) AD txpo$oe:d soa .~n mW hive temporary .rosion protection or ptnna~nl: CO'Jet Ic:cotdlng 10
<br />lhelollowing:
<br />
<br />TVtM!'otSlot>e
<br />
<br />Tme (Muimum lime an area canl'fm.inopenwhen
<br />thlI aru is not Id;,..ely beIng worll~.)
<br />wtl1in7days
<br />'M1:hin14days
<br />within21 dl)'S
<br />
<br />Sbp" sleeper lhan 3:1
<br />Slope.sbttween10;1 and3:1
<br />Slopel~lItrthan 10:1
<br />
<br />lhu. uus indude consl:ruded slorm ......tet mal\a5lement pond Sid. sIopu. InO any exposed
<br />soillf..lv.ilh. positN. slope to a 5lorm vnlllreonveyance system, wen.u '" ClJI'b and gutter
<br />ays.Iem. storm Mwer Inlet, tampol'1lty or permanent dlllil),1ge cfiteh or other natural or man mace
<br />.y~.ms!Nldi1ChargelD'$l8faoeW1ller.
<br />
<br />2.) PIpe outlets must be ptOVidlld 'Niltl er.ergy d'issipallon with 24 hours 01 connection to sum.ee ~ler.
<br />
<br />3.) All Itorm _rs ClSCNrging Into .....!lal"lds or waler bodies wi ouht at or ~lowthlll'lOrm3l
<br />wII.r lenl of !hI rup.c1ive ....~llInd or .......ler body or ,I .n elevation where the downCrum slope
<br />is 1 ptlcert 0( aatler. The nonT\.ll waler level shaD be thl lrw.rt eleVo1llon of \he olilel olin.
<br />w-t:lnd orWllerbody.
<br />
<br />4.) All grading operations shal be conducted In I manner 10 minimize the patentla! lor site erosion.
<br />Sedim.nl eontlol practices must be establish.d on all down grad!.rt perimeters before any up
<br />gradi'nl:la.nddbl.urbing.ctlvltiu~in.
<br />
<br />5.) In 1I1IU """-re ~nl:J'1IIted /101..... OCClJf (such IS wnlleS and areu In Iron! of slonn catch baWls
<br />and intilkes)th. .roskIn control ~cillties ahan be bedled by I stabl1zatlon stnJcture 10 protect
<br />thoMt.Jciitiesfonnlheconc:enlraledllows.
<br />
<br />e.) All stonn !ie'Ner catch bulM not needed fer site drainilge during cotl5tl'\Jd!on wi be COvtrld 10
<br />pravent runotf form enlering the storm s.e_r syst.m. Catch buins necessa/Y' for sit. drainage
<br />during eonatnJctlon shan b4I alfltlund!d by sill fence or double ring 01 staked NY bales backed by
<br />SIlOwfence.. The lenee or bales lhall be ~Ined and mainlained around 0111 Ciltch bulnl unti the
<br />lributa/Y';lreUal1ltll5lored.
<br />
<br />7.) All construcion sb .nlnnces lIhan be sl.V1ac:ed with cn.:sh.ed roc:x aO'OSS the e~ width of Ihe
<br />enllllnCAl ald /rom the .ntrance lCla point 50 re.1 inco the conslNdlon zone.
<br />
<br />a.) The to. of !h. sct fence anal be tnnched in e minimum of Ei Inch". The tr.nch ba~llhal be
<br />compacted with I vibralory p1a1e comp.dor.
<br />
<br />B.) All rlprlp alwO be designed and Instaled wth . lI~er materlallnd meet the Minn"oll Department
<br />of Trilntporlalion spedlleatlona for riprap and M.r materla.l.
<br />
<br />10.) Inspect the consl:l\ld!on 'Site once ....ery IMven (7) days during active constNdlon and wlhln 24
<br />houl1ll!l.era J'1IIlnfilD .....nl grutlerthan O.5lnches In 204 houl1
<br />
<br />f 1.) AI ,nl r.nees must be repa~d. replaood, or supplemented when ~y b.come nonrl.mdional Of
<br />!he ..cmenl: ruenes 1/3 of the hllght of the fenca. These ~pairs must be INde within 204 I'KI\n
<br />oldiscovery,oru soon IS field condll:ionsallow~u.
<br />
<br />12.) If 5ediment ucapn.1he c:on6trud.ion site, off.$it. ec:cumulatlonao1 sediment mvst be n!mov.d In a
<br />manner Ind at I ~nc:y aurrlCient 10 minimize off..il.e Impacts.
<br />
<br />13.) AI solis lllldled onto pa...ement shan be ~moveii dally.
<br />
<br />1<4.) AI pennanect Ndlmenbltlon basin& mull b4I rutorM 10 th.ir design oond"lIion inmlIcioilety
<br />following stabllizatlon 01 the slte.
<br />
<br />15.) Upon eompletlonof!he profect ilnd slablrltation of aft gr.l~d areas, III temporary eroslon cor.trol
<br />lIIIcililies (lIit rencd, NY b.~'. .Ie.) chall bI ntmOYed from thl afte.
<br />
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<br />EROSION CONTROL PLAN
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