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I <br />P) <br />0 <br />N <br />D <br />See detail sheet for modifications <br />to the sedimentation ponds <br />Y <br />O <br />6 +00 / AC�'FSS R(lA0 <br />j REL',IN LINED <br />CHANNEL U04N PILE FACE END TOP OF PILE SIDE <br />�( DRAINAGE CHANNEL <br />�O <br />TIE UNDERDRAIN INTO f ND Of �XI STING' L,RAIN <br />\ �o o <br />Q +off �w 04 , <br />i 1490 - 5 YR ELEVarION� <br />+oO . _` CLE- WATER DIVERSION DITCH <br />S= 1 <br />e <br />{ <br />v <br />FRENCH DRAIN`, <br />kn <br />CONNECT TO EXISRNC ° ' c: T <br />EASTSLDE CHANNEL <br />O� 7(5'x4 1- 1 <br />CONNECT r0 YARD APP OXIMATE LOCATION AND SI -'E <br />DJ7A/NAGf SYSTEM / i \ OF THE COVER /FILL TC) AGE FILE ) _ _ _ *• \ <br />FOR THE 5 YEAR ELEVATKIN OF THE <br />%x� t WASTE ROCK PILE (V= 70UO.S;t<T.-- \ <br />LAPPROVIV4TE EXISTING PILE (/ !)q/) TOP <br />= END P OF PILE IF —DITCH IPJTERCEPTS CONTAMINATED / <br />1vft:1V1 70 CONFORM TO _ DRAINA ,E CHANNEL, UNDERDRAIN RUNOFF FROM WASTE PILE AND <br />PNOPO';£D PILE GEOMF [hY BEGIN ROCK LINED NA I UR'1 L AREA 10 SOUTH AND � eEON DITCH <br />CHANNEL DOWN PILE FACE DIVERT`; IT 7(1 EDIMENTATION PONU� <br />I <br />i <br />U 100 200 <br />`('ALE: lin - 100ft <br />V <br />%'�_/ Al V1�W 1 -? L- MIN[- Vl'A (_ - F " V f <br />LIST OF PROPOSED FEATURES <br />1. WASTE PILE <br />2. CLEAR WATER DIVERSION DITCH (NORTH SIDE) <br />3. CLEAR WATER LINED DITCH DOWN NOR'1H FACE OF PILE <br />4. CONTAMIN. WATER INTERCEPT DITCH (SOUTH SIDE) <br />5. CONTAMIN., LINED DITCH DOWN SOUTH FACE OF PILE <br />6. UNDERDRAIN <br />7. ACCESS ROAD <br />8. MODIFICATIONS TO PONDS: CONNECTOR PIPE, LOW <br />OUTLETS, SPILLWAYS <br />WASTE PILE GEOMETRY <br />PILE VOL UMF = 1,022,000 CUBIC YARDS <br />FACE SLOPE :' 2.5: 1 <br />FACE HFIGHT = 200 FT <br />TOP OF PILE SL OPF = 110 <br />TOP OF PILF CROSS SLOPE = 2.1'o <br />FACE TOE FLFV = 7415 FT <br />FACE TOP FL FV = 7615 FT <br />TOP END OF PIL F FLEV = 7626 FT <br />X FENCE <br />FENCE <br />PLACEMENT OF FILL <br />1. THE WASTE PILE WILL BE CONSTRUCTED IN STAGES EXTENDING <br />I.IPVALLEY AS NEEDED. <br />2. REMOVE AND STOCKPILE ALL TOPSOIL PRIOR TO DEVELOPMENT <br />OF A NEW STAGE. <br />3. MINE WASTE SHALL BE PLACED IN LIFT`; NOT TO EXCEED 12" — 1 <br />4. EACH LIFT SHALL BE COMPACTED TO 900% OF THE MAXIMUM DRY <br />DENSITY OF 91.0 PCF, OPTIMUM MOISTURE CONTENT OF 12 %. <br />Lp0 REG; "l <br />RECEIVED <br />JAN 14 1998 <br />Division of Minerals a ^Pnloav <br />NATIONAL KING COAL MINE <br />!$g °0 <br />MINE <br />WASTE <br />PILE DESIGN <br />o 0; <br />, <br />o; C <br />) <br />HESPERUS, COLORADO <br />o .c <br />' <br />PLAN LAYOUT — C — <br />' <br />f <br />NATIONAL KING <br />COAL MINE <br />n i? ' <br />4424 CR 120 <br />ENGINEERING: <br />HESPERUS CO C <br />DON R MAY P.E. 970 - 385 -7504 <br />I <br />J'b I <br />PREPARED FOR: <br />COLORADO 'STATE <br />DIVISION OF MINERALS <br />AND GEOLOGY <br />-' <br />SCALE: I" = <br />100' <br />DATE: 12/30/97 SHEET: I <br />IIII IIIII IIIII IIIII IIIII VIII IIII IIII <br />