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5� <br />5650 " <br />/ QWFU II <br />5733.92 <br />16 A15 <br />21 22 <br />56 0.24 <br />\� 5650 <br />5 — <br />— x 875 <br />O <br />3.7 A0 �i 1 <br />h II l__j <br />X 1 i� <br />x 52. i <br />5650 <br />/ II <br />�l <br />Wl/ <br />c <br />2 v <br />21 1111 <br />1 22 \ \� <br />2827 II <br />I I <br />I <br />5650 II <br />I I <br />II � <br />II <br />I� <br />I <br />I I <br />� II • <br />I <br />I I <br />�I <br />I <br />I I <br />EOI /4 II <br />1 I <br />S>_ � S( � ' �28 I <br />5750 <br />DRAWN BY CKD. BY APRV. BY <br />II/9/93 ADD TOPSOIL 81 SUBSOIL STORAGE JAU <br />1/25/94 ADD UNDISTURBED AREA BI DIVERSION DITCH JAU <br />58915.53 al�l�b <br />11/21/94 ADD HAUL ROAD RUN OFF NOTE JAU <br />1^ Pvo�oSGa7 t2" 1�J,�ftT �1 ) nJ�Qo !nb <br />�I <br />(I <br />5650 <br />5600 <br />�QZHERKOF <br />5600 <br />h� <br />5('00 <br />Iff <br />X5669.072' <br />l.. <br />C <br />55150 <br />570 <br />15 14 <br />2Z`2 3 <br />i 5685 54 0' <br />�J <br />RP-5B <br />DISTURBED r <br />DITCH VERSION ; <br />0 <br />5550 <br />1V7 EgiM <br />FfoF1v 5D' D2TtHZNT <br />m ' <br />•z <br />.v. v I we w �w ;WISUN <br />F N <br />/ TA <br />/ <br />E <br />565p / /4 <br />Sec 27 <br />557 .42 <br />560 <br />Blue Mountain Energy, Inc. <br />Deserado Mine <br />5550 <br />wa <br />14P <br />vi <br />SSOp- <br />5500 <br />nXAVIER/ <br />567.95/_y, <br />5500 <br />�23�24 <br />- 26 25 <br />5494.67 <br />00/ <br />Design contours for RP -5a are final reclaimed contours. Cross section shown prior to soil cap placement. <br />C Final containment ditch (permanent ditch) to be completed to design specifications prior to reclamation. <br />Interim ditch (in -pit ditch) is to be the functional ditch during operations. This ditch to be placed at toe of fill <br />as needed to convey runoff. Minimum design standards to follow the capacities specified for the final ditch <br />found in Illustration 6A. These ditches will be replaced by final containment ditches during reclamation. <br />Practices to stabilize interim ditches are described in Illustration 50. <br />SCALE <br />I "= 50' VER. <br />1 "- 100' HOR <br />FZAAI <br />CONTAINMENT aTCH <br />rNTERIM COWAVJANT <br />D2 fcll <br />I <br />I <br />I <br />I <br />a� I <br />I <br />I <br />l <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />— I <br />I <br />•S <br />I <br />L I <br />J <br />t I0 <br />M I <br />N <br />W IJ <br />a I <br />0 <br />o <br />I <br />I <br />I <br />C <br />Z <br />U <br />0� <br />Z <br />NI <br />WI <br />I <br />I <br />EXISTING DITCH <br />I <br />II HAUL ROAD <br />to 0 ASR 0 N n <br />If - f <br />— <br />5640 <br />zTOP <br />OF PILE 5630.0 + cxoW �n <br />I °1a <br />B <br />5630 <br />4 z <br />4r <br />4 <br />1 <br />a c <br />5620 <br />5610 <br />Z Z <br />1 r <br />E ix <br />5600 <br />oz = <br />5590 <br />Q <br />zi Z ° <br />o <br />5560 <br />2rr <° <br />� Fj <br />>� ZN <br />• <br />�� <br />�1 <br />Z <br />5570 <br />5560 <br />GU u e <br />ma << <br />— — <br />EXISTING GRADE <br />zU <br />at <br />5550 <br />SECTION A -At <br />ss�0 <br />DRAWN <br />BY <br />CHECKED BY <br />REFUSE <br />AREA <br />#SA <br />SITE <br />PLAN <br />DATE <br />9/29/93x <br />APPROVED BY <br />-� <br />DWFU -0263D <br />"ONgL <br />SCALE <br />_ <br />1 u - 400 <br />i <br />DRAWING FILE NAME <br />-MtEIVED <br />SEP 12 2002 <br />Division of Minerals and Geology <br />