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2-17 <br />• are bein!7 used, Pc~rni 1 shall be dewate-red. Unce the moisture <br />c~~nter~t ~~f the sedimc-nt has been reduced to facilitate handling, <br />tl-ie sediment shall be rem~~ved and hauled to the reruse disposal <br />area for placement and compaction. It is ant lclp3ted that cycle <br />tirt~e f~~r' trle ponds will tie appr~~;=:irt~3tely si;~:: rt~nr~trls. <br />Constructi~~n cif the slurry p~~nds shall require e;::cavation to an <br />elevation of E,'~77.SV'' with sideslopes n~~ steeper than 2H: 1V ar~d <br />3H: 1V fc~r the nutslope. The top of 311 emG3nF::ments shall have 3 <br />minimum width ~~f 16 feet with 3 ore percent slope for drainage. <br />The Ri3:1RiuR1 depth allowed for slurry shall be 13 feet with two feet <br />oi- freeboard added tor' 3 tot 31 depth c.f 26 feet for each pond. <br />Eacr~ p~?r~~i shall tie lined witr~ a si:~:-inch layer' of berltc~nite mi~::ture <br />to reduce water less and to prevent p~~llution of the groundwater <br />due to e:xflltr3tion. Tr:e resulting b~~ttom elevation of each pond <br />shall be _,"''?~.VO' with final dlmensl~~ns. 3s shown in Figurc- <br />~. ~--11 . iS. <br />~.:./-• Mur~gar CreeL:: Dive-rsion <br />Due tc. the location of the pr~~posed central facilities arc-3 (i. c., <br />~~ffice, sh~~p ar~d suF'R1Y Yard), Munger 1_r'eeL:: srlall be per'marlently <br />relocated as sf~owr~ ire Figures D.:~-2.1'ti an~i ~._-~.~v. Appro;::iR~ately <br />1,36 feat vi- c-:>::isting channel shall be back:filled to provide <br />• a~idltion3l wc~rk:ing area. -fhe total length ~~f the- relocatlc~n shall <br />be 17: rant. Tha rel~~C3tiun of Munger' Creek: shall have a ma::=:lmum <br />slope of ~.T'_%. The "vcra~ll slope of the re~I~,Catlon shall be :..,:% <br />5/13/85 <br />