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.... <br />I -- - <br />RI PRAP <br />OtTC'H TO PROTECT <br />RECEIVING �ATER: <br />EMA <br />/ 1 <br />e, <br />\ ---- ------- <br />sa* <br />0251-6 6730 <br />SECURITY POST # I co <br />N.A <br />DO <br /><_ \ 6700 \ <br />\� 6676 <br />070/ <br />1 <br />f � < <br />8 2118 <br />2119 <br />e 2120 <br />2121 <br />- _ HOIST N. S <br />E. SAE �'FTp�y I _ <br />/so <br />FAN NOISE <br />Q� INTAKE p� REDUCTION -2 <br />l/S -} -- S T WALL\ <br />—7400 17.5 �J�` \ EXHAUST it /.'— � A R TAN <br />SHAFT � <br />\ \��f j I TOP 501 <br />Pl.O / / (I T RA <br />lao <br />- \ ® S624 , <br />- .r--- <br />S V� E \ \�� � <br />TAL SWALE' } 73 <br />i DRAIN <br />BELTLINE <br />PORTAL <br />0O <br />\FUELING \ <br />STATION <br />MCC W <br />750 <br />RIPRAP CONC. e �►�w <br />S62-3 DRAINA T� <br />12" D <br />- _ SUBSTATIO P PE <br />ROCK <br />* I <br />\OFFICE, SHOP -- <br />WAREHOUSE BIN <br />CTEMPOAORARY OVERSIZED P98 <br />L STOCKPILE AREA <br />I \ iBO <br />UNDERGROUN <br />BELT LOAD' <br />275 ATE`- O / <br />400 N PIPE <br />" `I I sou D WUPORAR1�q - - <br />TIRE SHOP ` 26V. WAST 52A ROCK STORAGEAREA <br />/ }- <br />1 29.0 / _ �/ 24.5 - I TRUCK LOADUUT \� <br />--SCALE TO DRAIN C -2 C VEYOR , �C -5 CONVEYOR COAL ' <br />26.0 �� I STOCKPILE <br />C=3 CONVEYOR 5� --e� AREA 44 <br />}; \ 20 1 C-4 CONVEYOR <br />S MCC-9 i <br />� f\ 49.5 I <br />cp 1 <br />\ 975 <br />525 I - <br />11 48 DIA. V2 ROUND-' <br />-Ak 480 <br />1j 10, 00 GALLON `• 51.0 `/ <br />WA E OIL STORA ov <br />TRUCTU 11� t 48.0' Soo <br />-�i <br />7.0 �� J S619 <br />I � SEWAGE <br />30" DIA. HALF \ NPTReA. - <br />UND CUL B- <br />RO T - - <br />® _ E <br />// <br />T <br />n <br />1 \ <br />II <br />11 <br />[1 <br />j9 <br />TOPSOIL STORAGE` <br />AREA i <br />0 <br />h <br />hQ=Q <br />S�=Q <br />LEGEND <br />NATURAL DRAINAGE — - -- <br />DRAINAGE DITCH —i -- -� <br />CULVERT © -7 <br />NODES <br />STABILITY BORE HOLES B - 10 <br />TOPRO L_SAMPLING AREA 0924 <br />OLD <br />WAS <br />ARE <br />-6 <br />DIVERSION <br />C ANNEL _ <br /># DOIMOOO6 FOR DRAINAGE DITCH <br />;ECTIONS (MAP NO. 8 -5) <br />'ORMA ION ON CROSS SECTIONS <br />NO Br B'I' SEE MERRICK B CO. <br />IN PHASE Il STABILITY ANALYSIS <br />APPENDIX <br />MAP N0. 8 -1 1 B -7 ODE <br />, <br />A IVY <br />19YY <br />a.2 <br />11,00 0 <br />23.2 <br />E <br />a <br />AINP, AAP NO, 2- <br />- <br />/ <br />REVIS1oN BY <br />DATE <br />ORCHARD VALLEY MINE <br />DRAINAGE PLAN 8 <br />TOPSOIL STORAGE AREAS <br />- <br />C. S. <br />08/03/90 <br />J- H.. M. - <br />10 12 9 <br />SCALE: I"= 100 <br />ORCHARD VALLEY COAL-CORP. <br />DELTA COUNTY <br />F u. Box 1299 Paonia , CO 81428 <br />T13S, R91 B 92 W, 6th PM. <br />K. K. <br />1/10/91 <br />K.K. MR 92 -79 <br />2/11/92 <br />DATE' 1/22/61 <br />K.K.MR92 -83 <br />12/15/92 <br />SHEET: I OF I <br />K.K. M R 93 -84 <br />051/07/93 <br />DWG. N0. D01 G0039 <br />K.K. TR 94 -25 <br />04/07/94 <br />(IIII I VII VI I II I I VIII VIII IIII I III <br />004033 <br />