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NEW ELK COAL III IIIIIIIIIIIII III <br />PROCESSING WASTE br., ,K <br />QUARTERLY INSPECTION FORM <br />[JFif~_ (Ar<DRAtN rr <br />d. fJ,aLerlal Used S/¢,t1h ~flu~ OBTA/~/EA r/"~~^~ ~ETF/~ N/LLS <br />i D'piC CQDrn ri~/En /FEG uS t ,~/TE_ ,SJt%/1~ ~P~•`? !!TLp/ -/l S_ _ LJS Eo r. <br />i /~/P~ AO /AI S%L SAM REL JLAT/Dv. - - <br />~ Material must consist of nondegradable, non-acid or toxic-forming rock such as <br />natural sand and gravel, sandstone, limestone or other durabk rock. <br />~< Material installed along the natural drainage system? _~ <br />•' Yes No <br />i Commenu: N)AT~t ~~/,~GE G[~HS ~.A~l.PCD AalO To PSOIL ~E~DC <br />~R~-/ar AG I: l.uAS W /DENEO T 4s n7u ~B' w/ore Nn /o' D~E~ <br />~, CeAaterlal extends from the toe to head of fill? <br />n . _ Yes_ No <br />Comments: rf5 rrA/ UPE2/4-r//d AJ A ~ rko~F~u2E Gl/E, /EY /o <br />Kr-E~ <br />4• Lateral drains installed to each area of potential drainage or seepage? ~_ <br />!1 -~ Yes No <br />Comments: ~4'rEQae.. ~eA/nl c NauE `,~~,U 5~ ~+e-rE~ /./ F~~,r C,ayya,rl <br />~JfJ tt)E ~'{at/E E"~co/a>rE'R-~D ~0 5/K~uGS <br />5< 3ype of filly iystem installed S.~r ~~or/~_ ~pi (Js~-~ _To L/12AP rX~ <br />,~ /Yn-r- To DRnJgGE Tr+E F/L7'Sl~ /r7FD/A. <br />6< Material size: No more than 1046 of rock may be less than f2 inches and tw single rock mny <br />be larger than 25 percent of the width of drain. Complied with? .~ <br />Yes No <br />~„ Comments: M~rrrn urn ~i ~E ~sFS B~~nl 4 ~ <br /><< Minimum size of drain In feet: 16 feet wide and 8 feet high. Constructed size of drain <br />~_ feet wide and 1~ feet high. (Audl45E~ <br />' Comments: 77UERr{G'E /BMX/o/ ~ E To E~iPme~vr 5/~E [i5 E0 To <br />Co.vcrRuc1- o"NE A'1w/.v 13/ewul Ov TiaE Gh/o~¢D~°/./ <br />COAL PROCESSING WASTE BANK <br />1. All topsoil and organic debris has been removed to insure stability of plk?~, <br />Yes No <br />Comments: ~i.r. GGMduST/Oc.E ~uD DRGA./rc I~aTxk~A ~ h/.Od6 aEE~ <br />l~t ~rodsD . <br />Ze Maximum lift 24 inches. Construction lifts ~ inches. ~7 ~f <br />Comments: ~ I p~Q 1 A [- ~~5 C~' EE// SP2FpD~o/z .]~e~ruG ~t./D (.oM~9rr~o <br />rrN 17o~Ek A/~ u~ La.aEe . <br />E< Compaction Testing V~5_ ,per ~gsFnvg~u /~~vn Ssa~/u5 C'~ THE ~~~ <br />Na~6 /usurz.EO (~nMPA~T/nw/ <br />Yrhe undersigned has inspected the above described structures ~ie~vE~~em to be stable <br />and constructed per approved design. ~~~~~•••" p rF~'% <br />Robert B. Mgrehtal~d~~ $: <br />~ Colo PE No. ' ~~~ .28 ~' ~~ ~ 3~~3/8~ <br />' `~T <br />rN~S rO~M cOfip,/-F-D FReM r~JiL~UEY NOrcS ~ND <br />~UO CcM<G nDncn! ,Cl. rr. 1/,~.... ~Qc Cn,.nri.. iii Q, cn <br />