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13,0 <br />' ' � ��� - � •mil <br />TO PROTECT <br />_�IVS —: <br />811111�6 -f . <br />0 <br />�so _ <br />0251-6 <br />,o (1) 2118 <br />2119 Q <br />2120 25 <br />HOIST <br />ao <br />� � 3 <br />FAN NOISE <br />I INTAKE 1 REDUCTION <br />(/4• } -- SHAT <br />EXHAUST WALL <br />/ J <br />_ WATER TANKS <br />SHAFT <br />P so <br />21.0 J J �T�SOTO AI LE, AREA 7523 <br />/ / —�16.0 � <br />- -- 0251- \ _ _\, 7x00 <br />\ _ 8 S624 - <br />// 7425 . <br />S VICE <br />RTAL SWALE <br />12. � DRAIN <br />�� DERSION ' <br />BE \ _ CHIV ANNEL_ - NS <br />PORTAL <br />BATH $E �. i _ \, D <br />C IN <br />0 0 <br />\FUEL NO AT ON \ 1 <br />CO TE 7250 /ii A <br />02.5 <br />070 <br />S6%3 DRAINA <br />SUBSTATIO. - -- - �� - <br />S622 <br />�- ROCK <br />/ <br />nutz - <br />_ <br />—TRA S R� , <br />OO <br />12.E DRAIN <br />P1 P E <br />1 OFFICE, SHOP SUOGE BIN <br />WAREHOUSE � -- <br />- �t TEMPORARY OVERSIZED 09.8 <br />`t COAL STOCKPILE AREA Se.0 <br />UNDRG <br />BELLT LOADINO <br />�- 275 CHUTE- <br />.... / -- <br />t <br />�R IN PIPE 1, I �0 -- ► -_ �gT_E <br />\l�{�TIRE SHOP �t 26 — " "AS ID 52.0 OCORA6E <br />jl r <br />29.0 �I _ t1 t t 04.5 e � LOADOUT <br />�SWALE TO DRAIN CONVEYOR COAL ' <br />STOCKPILE <br />C -3 CONVEYOR �- <br />AREA 480 <br />CL4 CONVEYOR 1 <br />� 20 4Ra MCC i I I �! 0� "/ / <br />48° DIA. V2 ROUND-- � <br />48.0 <br />� II 10, 00 GALLON <br />A00 <br />WA TE OIL STORA <br />STRUCTURE - } 4 O <br />BE 5 <br />© 470 tt b <br />/ E SEWAGE <br />TIR <br />ROUND CULLF T !\ . __ . P , B / X�\ I / ' \\ �. I I I / ------ <br />s7gO — <br />s7ps <br />' �\ ✓SECURITY POST # I <br />N, <br />ZN <br />0,000 y <br />s7oo <br />hNNS061 - <br />ON <br />VI <br />KOPO <br />0� <br />LEGEND <br />NATURAL DRAINAGE �}- -� - --� <br />DRAINAGE DITCH — •-- - >-- -------- <br />► <br />CULVERT Q a=== = =___' <br />NODES D <br />STABILITY BORE HOLES- AB-10 <br />TOP501L_SAMPLING AREA 0924 <br />s97a ' <br />v <br />NOTE: MO? <br />O6 <br />CROSS SECTIONSMAPNO.8 -5 AGE DITCH r <br />) \ <br />IOTWr INFORMATION ON CROSS SECTIONS <br />A'► AND B B'► SEE MERRICK 8 CO. / <br />REPORT IN PHASE II STABILITY ANALYSIS a0 <br />APPENDIX <br />AGE A <br />_MAP N0. 8- E2 <br />— ODE2 <br />t - <br />NPDES 001 <br />i99 N6 -$--1 <br />REVISION BY DATE ORCHARD VALLEY MINE <br />c,. 3. oe /Da/90 DRAINAGE PLAN 81 <br />TOPSOIL STORAGE AREAS <br />J.H.M. KII /10/91 ('r/>-//"ItI/S SCALE: I = 100 <br />X. K. <br />KKMR92 -79 2/11/92 DATE: 1/22/81 <br />ORCHARD VALLEY COAL-CORP. <br />KK.MR92 -83 12/15/92 DELTA COUNTY [2W EETI OF I <br />P. 0. Box 12"Poonia, CO 81428 T13S,R91IS 92W, 6th PM. DG. N0: DO1G0039 <br />- IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII <br />