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W <br />m <br />z <br />Z <br />F <br />U <br />W <br />0 <br />tr <br />tL <br />- <br />w <br />J <br />LL <br />0 <br />Q <br />U <br />0 <br />0 40 ou DISTANCE (FT.) <br />CROSS - SECTION A -A' <br />SCALE <br />10' 0 10' 20' <br />HORIZONTAL & VERTICAL <br />EMERGENCY SPILLWAY <br />RECTANGULAR BOTTOM WIDTH 15.0' <br />INVERT ELEV. 6029.5' <br />TOP OF EMBANKMENT ELEV. 6031.0' <br />PRINCIPAL <br />SPILLWAY <br />8" PIPE INVERT <br />ELEV. 6027.5' <br />_ <br />- - -. / <br />- <br />\� <br />_ _ _ _ - - _ - _ - _ _ - _ _ _. _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ <br />SLOT KEYWAY _ - - - - -- <br />REINFORCED CONCRETE EMBANKMENT WALL <br />0 20' 40' <br />)UR INTERVAL: I FT. <br />80 <br />DISTANCE (FT.) <br />CROSS - SECTION B -B' <br />SCALE <br />10' 0 10' 20' <br />HORIZONTAL & VERTICAL <br />POND E - STAGE STORAGE TABLE <br />ELEVATION AREA CAPACITY COMMENT <br />(ac) (ac -ft) <br />6018 <br />0.003 <br />0.000 <br />6019 <br />0.030 <br />0.014 <br />9103 <br />6020 <br />0.063 <br />0.060 <br />6021 <br />0.085 <br />0.133 <br />T.Leldich <br />6022 <br />0.106 <br />0.229 <br />REV. <br />No. <br />6023 <br />0.122 <br />0.343 <br />DRAWN BY <br />6024 <br />0.138 <br />0.473 <br />DRAWING TITLE: <br />POND E <br />6025 <br />0.149 <br />0.616 <br />Of 1 <br />6026 <br />0.162 <br />0.7T1 <br />MAXIMUM SEDIMENT LEVEL <br />6027 <br />0.176 <br />0.940 <br />6027.5 <br />0.181 <br />1.030 <br />PRINCIPAL SPILLWAY <br />6028 <br />0.187 <br />1.122 <br />6029 <br />0.197 <br />1.314 <br />6029.5 <br />0.203 <br />1.414 <br />EMERGENCY SPILLWAY <br />6030 <br />0.209 <br />1.517 <br />6031 <br />0.236 <br />1.739 <br />TOP OF EMBANKMENT <br />J <br />120 <br />EXISTING GROUND SURFACE <br />NOTE: <br />SEE DESIGN REPORT (EXHIBIT 2.05 -E4) FOR DETAILED DESIGNS OF <br />THE CONCRETE RETAINING STRUCTURE. <br />DRAWING No. WHERE <br />DETAIL /SECTION <br />IS REFERENCED <br />DETAIL /SECTION <br />NUMBER <br />- DRAWING No WHERE <br />DETAIL /SECTION <br />IS SHOWN <br />PROFESSIONAL ENGINEERS STA TEMENT <br />1, Thomas E. Leidich, state that this map <br />was prepared under my supervision and a// <br />the information presented hereon is true <br />and correct to the best of my knowledge <br />and information. <br />Date Thomas E. Leidich, CO P.E. 31459 <br />y 3 /C ll 04)� <br />TR -I3 RESPONSES <br />9103 <br />T Leidich <br />J Bever <br />T ISIGNED <br />a <br />Issued for U West Coal Re /use Facility <br />07103 <br />T.Leldich <br />J.Bever <br />T. <br />REV. <br />No. <br />REVISIONS <br />DATE <br />DESIGN BY <br />DRAWN BY <br />RED <br />QXBO W P.O. Box 535 <br />E lk Creek Mine Somerset, CO. 81434 <br />PROJECT: <br />11 WEST COAL REFUSE FACILITY <br />DRAWING TITLE: <br />POND E <br />GMWH <br />Sheet 1 <br />Of 1 <br />SCALE: <br />AS Shown <br />DRAW No <br />Jmm <br />12.05- <br />y 3 /C ll 04)� <br />