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<br />6, BUR m the comractor "ill be requIred I., ohlam dIscharge permils from S.'CJ.),-t,1 I. See "b",,, <br /> regulatoryagcllclcs;slonn....aK'Tpemllts"illbcoblaincd for ground ~~~ I" <br /> 1'- -. <br /> dmuroanccs in excess of5 acrcs. bullet <br />66 H\1PsandconstruClIonschcdu!cI.--chniqu<'Suuli,cdtoreJucca..!\cn,.c"uICI Scc:U4.1.l. Se<:ahmc <br /> quahtyimpacts. p_1_4J.2~ul1 <br />6< \1easurcs "'ould bc implcmc11Ioo 10 lim<;construction acll"llies to coi ncide SecJ,JA,1.1. Sccaho.'c <br /> wilh low flow. and mC;Lwrcs to caplure sC'dimcnt wnuld be o:mploye<l. p).433"'hu1l <br />"". Duration of plilC<...ncnl of fill malenal would he minimlZro 10 as shon a P<"lod Sl'CJ.3,-l_11 Sccabo\'c <br /> oftimcaspracllcablc!llrC'duccthedurallonofulfbidlly. pJ..U.4'''bull <br />"" Gas pipchncs crossing the AR would bcdlfcctionallydnllcd. Scc.J.J.41_I, Sccaoo\'c <br /> pJ...n.5Ihbull <br />M. Temporary co1Tcrdanl''hcmls would he used 10 comaln fine malmals and Sed.HI,]. Seealxwe <br /> pl:Kemenl of fill malmals ..hmng pcrioJ~ of ]0\\ waler flows In Ilasin Creek p.l_43.ntl>llull <br /> (BOan<llheAR. <br />"g. Slockpilcsoffill malerials would Ix: placed a!xwe onhmuy high marks and 5,,-,:),3.4] .1. SL'Cahovc <br /> prolecled by measures 10 prc~enl erO$wn oflbose malmal, inl0 walers of lhe 1--4,7'. <br /> p- ., <br /> lInitn!SlaIL'l; hullel <br />66. Silt sct\.'Cns or olhcr appropnale methods wIll he UM.'d in Be. AR. and pipeline SL>;;),34U,p Sccalxwe <br /> crossingsloeonfinesuspcmkdpartieu]ntcsandlurl>i<.litYloarcas\\here _~--4J. 8<l> hulkt <br /> set1ling or rcmo'-al ("all occur <br />6; The DI'I' would he dcslgned 10 allo" for free !lo" of gn,undwatcr on the Slle Sc-.::.\.3-1.1 I. Sc'Caho\'c <br /> Groundwater le,els ;md quality will he mca$urcd al a snicsof\\dls agl"L'Cd 1"3_-1,.9111 <br /> ul"'n hy {)S OOE (US Ikpartmel11 of Energy) and Stale ofColor-ddo hullet <br /> {ColoraJol. <br /> <br />) <br /> <br />o <br />o <br />N <br />W <br />~ <br />"" <br /> <br />. <br /> <br />. <br />