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A <br />A' <br />South <br />North <br />7800 <br />, 7800 <br />7600 <br />7600 <br />Overall Slope Angle <br />3H IV <br />Typical Bench Wdth = 88 Ft. <br />7400 <br />Typical Interbench <br />7400 <br />Height = 50 Ft. <br />� <br />c <br />ru <br />Typicallnteench Slope = 1.3 1 (H V) <br />u. <br />c <br />c <br />c <br />O <br />is <br />w7200 <br />Appro)amate Ground Surface of Collom Creek Channel <br />7200 w <br />e <br />/ (Projected to section line Overall slope is about 3 degrees.) <br />g <br />E <br />E <br />pR <br />3 <br />Toe Elev = 6925 Ft. n <br />a <br />7000 — - --� - - <br />- - - - --- - <br />7000 <br />Y <br />6800 <br />- 5800 <br />R <br />S <br />16600 <br />6600 - - - <br />------ — --- <br />N <br />0 200 400 <br />Scale in Feet <br />Collom Revised Temporary Spoil Fill <br />v <br />Vertical = Horizontal <br />Colowyo Coal Mine <br />NOTE <br />4 <br />GENERALIZED SLOPE <br />^gExisting <br />grade and final grades adapted from <br />CROSS-SECTION A,A' <br />§ <br />client files, colowyo topo dwg (dated 34-06), <br />Dump Redesign/dwg, Excess Spoil-xmldwg <br />January 2015 23-1-01403-002 <br />(dated 7-7-09). <br />s <br />LL <br />