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.._~' ELK COAL III IIIIIIIIIIIII III <br />PROCESSING R'ASTE BANK 999 <br />QUARTERLY INSPECTION FORM <br />l ~WiiE:F:DRAIN <br />Z. Material Used CYTC,,IDFD jjwDatof{AiMS ~N ~erN S,OG CAVVoNS - .ZSLF <br />EACd . <br />• Material must consist of non-degradable, non..seid or tonic-forming rock wch as <br />natural sand and gravel, sandstone, limestone or other durabk rock. <br />i. Material installed along the natural drainage system? _~ <br />Yes No <br />COrtlmlllta: _ .S,~A/DSTo^(,E <br />~. Material extends from tlx toe to head of fill? ,~_ <br />Yes No <br />Comments• <br />4~ .Lateral drains installed to each area o2 potential drainage or seepage? <br />n es No <br />Comments: aorx ~J2.cs ~C lAnJVo~J NAVE lJ~yoEuLt¢M,ys <br />a. Type of filter/~ system installed F~reR l LoTrl /~ii4s aFEU WRaPP~I~ <br />r'4{i:n Un)n TrlF U,uQ ERi7RA~N <br />C, Material suer No more than 1046 of rock may be less than 12 inches and no aingle rock may <br />be larger than 25 percent of the width of drain. Complied with? _~ <br />Yes No <br />Comments: <br />i. Minimum size of drain in feet: 16 feet wide and 8 feet high. Constructed size of drain <br />~[ f~ feet wide and ~ feet high. <br />CommenU: ' <br />CUf,L PROCESSING WASTE BANK <br />All topsoil and organic debris has been removed to insure stability of pile? <br />es No <br />Comments: <br />~. Maximum lift 241nches. Construction lifts ~ inches. <br />Comments: //~E" ~/k~ ~EF~~tJ WB~/CED AwD ~a,Eb 1/E~r uJEc.c... <br />Compaction Testing <br />The undersigned has 1nspE:.ted thr above described structures and believes them to be stable <br />t .7' constructed per approved d:.<sign. -.. - .- -- <br />~LE ~N R~TI U 1 SIAJCI- Ro rt D. Morehead, .E.. : _ ~~ <br />Colo PE No. Z 2 83'f 3-~3-$(~ <br />~1>°r2iL 24 ~985< No _ <br />/r~I}rErzIAL HRs 86Fr.) ~i.Act.D. <br />