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,,, <br />0 <br />12" <br />18 "CMP <br />c3` <br />I <br />S �= 200' <br />V <br />VI 1 <br />Revised, <br />Scale: <br />1 " =25' <br />_... _haft #2 Facilities <br />G'• �'° 181, B Vent <br />Shaft #2 <br />P <br />�\ <br />RVA <br />�/ •i <br />A/a W. <br />�a <br />Scale: 1" = 50' <br />Upland Diversion <br />�A <br />l oN O� <br />� e � <br />SW1 <br />Scale: 1" = 100' <br />18" CMP <br />Hoist <br />i <br />• pressors <br />:,Top erator <br />r <br />•• oil <br />'•••Auuw••�••••• <br />Upland Diversion <br />Scale: 1 " = 50' <br />steel surface riser <br />Steel and /or <br />Concrete lined <br />JCdIC. I = Lu <br />S 1 B -Vent Shaft #2 <br />Construction Details <br />Notes: <br />- See Illustration 53 (153) for culvert hydrologic modeling /sizing calculations. <br />- SH -1 is for concrete transfer to underground workings. <br />- SH -2 is for fluid storage and transfer to underground workings. <br />Bulk tanks to be placed in concrete containment structure sized to hold volume of <br />largest tank plus precipitation. <br />- Road and active surfaces or pads are to be graveled. <br />- B -Vent Shaft #2 to be fenced to preclude public access. <br />—P—P--P— Powerline <br />W <br />- <br />1 <br />Map 155 <br />BLUE MOUNTAIN ENERGY, INC. <br />DESERADO MINE RANGELY, COLORADO <br />B -Vent Shaft #2, SH -1, SH -2 <br />Configuration of drill pads shown represent our best projection of final configuration prior to I Ism= I °v` °' scw I "" f1M Iv" T <br />a 155.dw <br />construction. Competent rock or other unforseen obsticales may result in basic field modifications. •I• u.1.: <br />`""' '° various 4/17/2007 <br />r�i(131-41 9111l0'f <br />