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6,550 <br />6300 <br />6250 <br />6200 <br />i� <br />w <br />Li <br />6150 <br />j <br />C7 <br />h <br /><f <br />w <br />6100 <br />6050 <br />6000 <br />_1950 E <br />C <br />6350 <br />6300 <br />6250 <br />6200 <br />w <br />LIJ <br />6150 <br />Z <br />0 <br />a <br />> <br />w <br />6100 <br />6050 <br />6000 <br />5950 L <br />0 <br />N0. DESCRIPTION <br />N 0 ISSUED DRAFT FOR REVIEW <br />Z <br />1 SSUED FINAL FOR PERMITTING <br />U5 - - - -- -- - - - -- <br />�I <br />200 400 600 800 <br />EXISTING VALLEY CONDITIONS A -A' <br />0 25 50 00 150 <br />SCALE IN FEET <br />DENVER & RIO GRANDE WESTERN <br />RAILROAD TRACK <br />I <br />REINFORCED CONCRETE <br />SEDIMENT POND WAI_I -, SLE 04 <br />TOE E_l_ 6050' <br />I <br />- SlDIME N I POND <br />40' BENCH <br />A ' <br />02 <br />T - <br />PLANNED COAL MINE <br />WASTE BANK CREST <br />CRES EL. 6240 <br />�r 40' BE -- <br />i <br />02 BENCH EL. 6200' 1 <br />10' BENCH <br />2 <br />BENCH EL. 6150' <br />, <br />BENCH EL. 6100' <br />- -- -- <br />2 AIN LIMITS <br />1 r -- -EL. 6090' SEE C BOWIE (COAL BEARING) MEMBER <br />�- EL. 6080' 03 MESA VERDE FORMATION <br />EL. 6070' <br />EL 6060' <br />-9 -. -- -9 - - -- - 5% DIP <br />4 - -- <br />E , <br />03 <br />ROLLINS SANDSTONE MEMBER <br />IERRACES PROJECTED TO SECTION. MESA VERDE FORMATION <br />TERRACES CUT IN VALLEY SIDES <br />ONLY, NOT IN UNDERDDRAIN <br />T-- <br />6350 <br />6300 <br />6250 <br />6200 <br />w <br />6150 <br />Z <br />CJ <br />w <br />6100 il <br />6050 <br />6000 <br />5950 <br />200 400 600 800 <br />PLANNED COAL MINE WASTE BANK CONDITIONS C —ce <br />0 25 50 100 150 <br />SCALE IN FEET <br />BY <br />- <br />DATE <br />- -- <br />11/95 -. <br />- <br />NO. <br />- - <br />- -- — - -- <br />BY <br />DATE <br />N <br />ALI UVIAL/COLLUVIAL DEPOSITS <br />CREEK MINE 5 <br />DENVER & RIO GRANDE WCS1IRN <br />AJ.B. <br />— <br />Z <br />/m7-1 <br />SAFETY BERM <br />RAILROAD TRACK <br />� <br />Z <br />w <br />LAJ <br />- -- <br />DRAWN <br />G L, <br />GRADED TO <br />- -. -- -- - <br />COAL MINE WASTE B <br />BANK DESIGN D <br />EXISTING GROUND SURFACE, <br />— - - -- <br />CHECKED <br />----- <br />- -_.. _. - - - --- <br />LO <br />. HAuI_ ROAD GRADE <br />I- - -- <br />-_ <br />2f <br />i <br />APPROVED <br />BEARING) <br />--- - - - - - -- -- <br />1' -6" <br />MEMBER MESA <br />VERDE <br />APPROVED <br />BOWIE (COAL BEARING) MEMBER <br />__ - - --� <br />MESA VERDE FORMATION <br />-- <br />ALLUVIAL�COLLUVIAL DEPOSITS <br />\ �Y - - -- - - -- 9 - <br />-- - - <br />- <br />- --- -__ _`7--- <br />- ?- <br />57 DIP <br />//1/�. 77 ,� <br />�1 <br />- - - - - - - ? <br />- - -- - - -- <br />ROLLINS <br />SANDSTONE MEMBER <br />MESA <br />VERDE FORMATION <br />200 400 600 800 <br />EXISTING VALLEY CONDITIONS A -A' <br />0 25 50 00 150 <br />SCALE IN FEET <br />DENVER & RIO GRANDE WESTERN <br />RAILROAD TRACK <br />I <br />REINFORCED CONCRETE <br />SEDIMENT POND WAI_I -, SLE 04 <br />TOE E_l_ 6050' <br />I <br />- SlDIME N I POND <br />40' BENCH <br />A ' <br />02 <br />T - <br />PLANNED COAL MINE <br />WASTE BANK CREST <br />CRES EL. 6240 <br />�r 40' BE -- <br />i <br />02 BENCH EL. 6200' 1 <br />10' BENCH <br />2 <br />BENCH EL. 6150' <br />, <br />BENCH EL. 6100' <br />- -- -- <br />2 AIN LIMITS <br />1 r -- -EL. 6090' SEE C BOWIE (COAL BEARING) MEMBER <br />�- EL. 6080' 03 MESA VERDE FORMATION <br />EL. 6070' <br />EL 6060' <br />-9 -. -- -9 - - -- - 5% DIP <br />4 - -- <br />E , <br />03 <br />ROLLINS SANDSTONE MEMBER <br />IERRACES PROJECTED TO SECTION. MESA VERDE FORMATION <br />TERRACES CUT IN VALLEY SIDES <br />ONLY, NOT IN UNDERDDRAIN <br />T-- <br />6350 <br />6300 <br />6250 <br />6200 <br />w <br />6150 <br />Z <br />CJ <br />w <br />6100 il <br />6050 <br />6000 <br />5950 <br />200 400 600 800 <br />PLANNED COAL MINE WASTE BANK CONDITIONS C —ce <br />0 25 50 100 150 <br />SCALE IN FEET <br />BY <br />- <br />DATE <br />- -- <br />11/95 -. <br />- <br />NO. <br />- - <br />- -- — - -- <br />BY <br />DATE <br />N <br />ALI UVIAL/COLLUVIAL DEPOSITS <br />CREEK MINE 5 <br />DESIGNED <br />AJ.B. <br />— <br />Z <br />/m7-1 <br />SAFETY BERM <br />� <br />Z <br />w <br />LAJ <br />- -- <br />DRAWN <br />G L, <br />GRADED TO <br />- -. -- -- - <br />COAL MINE WASTE B <br />BANK DESIGN D <br />-- <br />— - - -- <br />CHECKED <br />----- <br />- -_.. _. - - - --- <br />LO <br />. HAuI_ ROAD GRADE <br />I- - -- <br />-_ <br />2f <br />i <br />APPROVED <br />BEARING) <br />--- - - - - - -- -- <br />1' -6" <br />MEMBER MESA <br />VERDE <br />APPROVED <br />FORMATION <br />_ _ <br />APPROVED <br />G.E. <br />M.G.B. 11 <br />6200 <br />Li 6150 <br />w <br />I� <br />z <br />0 <br />a <br />> <br />`� 6100 <br />6050 <br />6200 <br />6150 <br />IT <br />w <br />I\� <br />z <br />0 <br />i <br />6100 <br />UA <br />J <br />Li <br />6350 <br />6300 <br />6250 <br />6200 <br />w <br />6150 � <br />Z <br />0 <br />F= <br />Q <br />> <br />Li <br />6100 w <br />6050 <br />5950 <br />6050 <br />-- EXISTING GROUND SURFACE <br />RUNOFF CONTROL DITCH <br />OXBOW CARBON A <br />30' - <br />50' <br />- <br />ALI UVIAL/COLLUVIAL DEPOSITS <br />CREEK MINE 5 <br />5600 SOUTH QUEBEC ST SUITE 307 -D <br />/m7-1 <br />SAFETY BERM <br />(303) 290 -9113 <br />TITLE S <br />GRADED TO <br />\ <br />COAL MINE WASTE B <br />BANK DESIGN D <br />DRAIN <br />�1 <br />AND D <br />ROLLINS SANDSTONE <br />. HAuI_ ROAD GRADE <br />I- - -- <br />2f <br />i <br />BOWIE (COAL <br />BEARING) <br />1 <br />1' -6" <br />MEMBER MESA <br />VERDE <br />FORMATION <br />ROLLINS <br />SANDSTONE MEMBER <br />MESA <br />VERDE FORMATION <br />0 200 <br />EXISTING VALLEY CONDITIONS B_B, <br />0 25 50 100 150 <br />SCALE IN FEET <br />400 <br />EXISTING GROUND SURFACE <br />- - _ COAL MINE WASTE <br />-� - BANK BENCH EL. 6150 <br />2% TYP. <br />\ i BOWIE (COAL BEARING) <br />UNDERDRAIN SEE MEMBER MESA VERDE <br />03 FORMATION �> <br />- - - -- - `� - - - - - -- - - -- - - - - - -?- <br />_'- ROLLINS SANDSTONE MEMBER <br />MESA VERDE FORMATION <br />0 200 400 <br />PLANNED COAL MINE WASTE BANK CONDITIONS / <br />"' ca�tTl4(o <br />y <br />ENGINEER <br />0 25 50 100 150 <br />mm <br />SCALE IN FEET <br />ROAD ON ROCK <br />RUNOFF CONTROL DITCH <br />30' - 50' TYP. 2 <br />11 <br />SAFETY BERM-----___ GRADED TO <br />DRAIN <br />107 TYP. HAUL ROAD GRADE <br />2f <br />1 1'- 6" MIN. B <br />03 <br />HAUL ROAD ON WASTE AND <br />UNCONSOLIDATED MATERIALS <br />ROAD DETAILS A <br />(NOT TO SCALE) <br />6200 <br />6150 w <br />w <br />L- <br />z <br />0 <br />F= <br />a <br />> <br />6100 <br />w <br />6050 <br />6200 <br />6150 <br />w <br />w <br />LL <br />z <br />0 <br />h- <br />a <br />6100 <br />hJ <br />J <br />6050 <br />PREPARED FOR. P <br />RUNOFF CONTROL DITCH <br />OXBOW CARBON A <br />30' - <br />50' <br />TYP. <br />SANDBORN C <br />CREEK MINE 5 <br />5600 SOUTH QUEBEC ST SUITE 307 -D <br />/m7-1 <br />SAFETY BERM <br />(303) 290 -9113 <br />TITLE S <br />GRADED TO <br />REVISION <br />COAL MINE WASTE B <br />BANK DESIGN D <br />DRAIN <br />SECTIONS A <br />AND D <br />DETAILS 9 <br />. HAuI_ ROAD GRADE <br />I- - -- <br />2f <br />95255-0 <br />1 <br />1' -6" <br />MIN. <br />ROAD ON ROCK <br />RUNOFF CONTROL DITCH <br />30' - 50' TYP. 2 <br />11 <br />SAFETY BERM-----___ GRADED TO <br />DRAIN <br />107 TYP. HAUL ROAD GRADE <br />2f <br />1 1'- 6" MIN. B <br />03 <br />HAUL ROAD ON WASTE AND <br />UNCONSOLIDATED MATERIALS <br />ROAD DETAILS A <br />(NOT TO SCALE) <br />6200 <br />6150 w <br />w <br />L- <br />z <br />0 <br />F= <br />a <br />> <br />6100 <br />w <br />6050 <br />6200 <br />6150 <br />w <br />w <br />LL <br />z <br />0 <br />h- <br />a <br />6100 <br />hJ <br />J <br />6050 <br />PREPARED FOR. P <br />PREPARED BY <br />OXBOW CARBON A <br />AND M <br />MINERALS, INC. ' <br />'mw w c� ■ ca.. <br />SANDBORN C <br />CREEK MINE 5 <br />5600 SOUTH QUEBEC ST SUITE 307 -D <br />ENGLEWOOD, COLORADO 80111 <br />(303) 290 -9113 <br />TITLE S <br />SCALE AS SHOWN RP(,P W. R <br />REVISION <br />COAL MINE WASTE B <br />BANK DESIGN D <br />DRAWING No <br />SECTIONS A <br />AND D <br />DETAILS 9 <br />95255-0 <br />������ IIIII IIIII IIIII IIIII IIIII ���� ���� <br />4�1��6 <br />