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W <br />m <br />D <br />z <br />w <br />J <br />LL <br />O <br />Q <br />U <br />0 <br />a <br />7280 <br />7240 <br />LL <br />p 7200 <br />H <br />Q <br />w 7160 <br />J <br />W <br />7120 <br />I <br />PLAN VIEW POSTMINE ACCESS ROAD <br />5 +00 10 +00 <br />DISTANCE (PT.( <br />POSTMINE ACCESS ROAD PROFILE <br />SCALE <br />0 100' 200' <br />Feet <br />/X <br />15 +00 <br />7280 <br />7240 m <br />m <br />7200 <br />O <br />z <br />7160 <br />7120 <br />SCALE <br />200' 0 200' 400' <br />CONTOUR INTERVAL 10 FT. <br />- 7 0 <br />37 00 <br />AC <br />ESS ROAD <br />/.. <br />_ <br />AS BUILT <br />PERMIT BOUNDARY <br />OIL WELL ACCESS DITCH (LOWERIr� <br />or flatter <br />\� <br />CULVERT <br />OW- <br />� <br />1 i <br />DITCH <br />AVE. DEPTH = <br />` <br />OIL WELL ACCESS DITCH (UPPER <br />MI \��� <br />AVE. WIDTH ='5.0 <br />\ \ROAD <br />FNTRgNCF -qC `� <br />CESS ROgD <br />i p 6 00 <br />0 <br />WEL ACCE <br />O <br />IGINAL GRO <br />JND SURFA <br />• ip• -�. <br />2'0 <br />i00 <br />Q <br />200 �.. _ <br />V <br />8,000 <br />s" <br />S 3 0 <br />POND 006 <br />6 By <br />�- <br />HAUL ROAD (A) <br />_ <br />\ <br />. .......... ' <br />.. <br />0 <br />0 <br />0 <br />O ... �... <br />a �.._ .. <br />0 \. <br />0 <br />O <br />O <br />O <br />0 \ <br />O <br />N <br />N <br />\ <br />N <br />W <br />9,00 <br />W <br />39,000 <br />W S -3 ,000 <br />W <br />7280 <br />7240 <br />LL <br />p 7200 <br />H <br />Q <br />w 7160 <br />J <br />W <br />7120 <br />I <br />PLAN VIEW POSTMINE ACCESS ROAD <br />5 +00 10 +00 <br />DISTANCE (PT.( <br />POSTMINE ACCESS ROAD PROFILE <br />SCALE <br />0 100' 200' <br />Feet <br />/X <br />15 +00 <br />7280 <br />7240 m <br />m <br />7200 <br />O <br />z <br />7160 <br />7120 <br />SCALE <br />200' 0 200' 400' <br />CONTOUR INTERVAL 10 FT. <br />TYPICAL ACCESS ROAD CROSS - SECTION <br />SCALE <br />0 20' 40' <br />Feet <br />PROFESS /OVAL ENG/NEER S STATEMENT <br />/, Daniel J. Keuscher, stale that the revisions <br />made to this drawing based on Technical <br />Revision No. 45 comments dated 10 104, <br />were prepared under my supervision and <br />the information { true to the <br />best of my k ..f s ormation. <br />Date Do / _ KBUSChece C P.E. 33307 <br />AC <br />ESS ROAD <br />_ <br />AS BUILT <br />_ <br />or flatter <br />or TI ter, <br />r� <br />— <br />1 i <br />DITCH <br />AVE. DEPTH = <br />0.8 FT. <br />AVE. WIDTH ='5.0 <br />FT. <br />RIPRAP = 3.0 <br />SIN. <br />O <br />IGINAL GRO <br />JND SURFA <br />TYPICAL ACCESS ROAD CROSS - SECTION <br />SCALE <br />0 20' 40' <br />Feet <br />PROFESS /OVAL ENG/NEER S STATEMENT <br />/, Daniel J. Keuscher, stale that the revisions <br />made to this drawing based on Technical <br />Revision No. 45 comments dated 10 104, <br />were prepared under my supervision and <br />the information { true to the <br />best of my k ..f s ormation. <br />Date Do / _ KBUSChece C P.E. 33307 <br />