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up.m <br />,, <br />IW!!E <br />--411 <br />C'` INO <br />Blower RD <br />N2 orator/ <br />Com essorsO <br />0 <br />- <br />I� �s ;� Sc e: <br />1 " = 25' <br />Scale: O Compressor: <br />= 25' generator <br />SH -2 Fluid Stora a B -Vent Shaft # <br />1 Revised power routing 8/14/2007 <br />2 1 Revised power routing, added RDFW3, etc. 2/26/2008 <br />M& I I — I - IIII <br />olst <br />"CMP <br />-Vo <br />Scale: " - 50' <br />B <br />ent <br />aft # <br />asr <br />i <br />I COMA <br />I <br />I <br />To �� <br />o1 ��` II CMP <br />\ Upland Div ion <br />Sc I = 100' ° <br />Notes: <br />30 - 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 iri concrete containment structure sized to hold volume of <br />v' largest tank plus precipitation. <br />_ <br />—acillties - 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— Power line <br />Configuration of drill pads shown represent our best projection of final configuration prior to <br />construction. Competent rock or other unforseen obsticales may result in basic field modifications <br />Daft OL <br />r ent <br />#2 <br />?1-0 ii�•i <br />r..... <br />Upland Div rsion Scale: = 50' <br />Escape Hoist <br />Head Frame <br />Concrete lined <br />