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1 6700 <br />1 6600 <br />1 6500 <br />6400 <br />-PIPE DRAIN ... 1OFT (MIN) KEY TRENCH SHALL EXTEND THE <br />:.: '.:"::: . ... <br />ENTIRE LENGTH OF BUTTRESS <br />CLEANOUT (TYP) 6400 - •• 6400 <br />/ -300 -200 -100 0 100 ® 3 SEE SHEET C -04A FOR EXTENT OF COLLUVIUM <br />' 3 SECTION: STATION 2 +00 EXCAVATION AND PHASING <br />/ - <br />0 50 100 <br />SCALE IN FEET <br />7 +�pJ <br />/ 6 +00 6600 6600 <br />\ ` T°v 20' S5' <br />4 +00 ROCK FILL COMPACTED COLLUVIUM <br />\ \ — <br />EL 6555.0 <br />.,\ \ 3 +00 1.5 1 REFUSE PILE SURFACE <br />1 1 <br />p +00 \ , • _ .� , ' 6500- - - - -- - 0 0 0 0 o i'` 6500 <br />' EXISTING GROUND ROCK UNDERDRAIN TRENCH <br />•� \ ",�, " N SURFACE 3 4' MIN. BELOW EXISTING <br />SEDIMENT DITCH o o UM ROCK SURFACE <br />SEE NOTE 3 <br />I T PLAN: GRADING PLAN o 5D 100 i�� J SURFACED BEDROCK <br />SCALE IN FEET 6400 = -30%-7 ��� �• y /T / 1' \ - - 6400 <br />.. _ _- ..... .. __ UNDERDRAIN SEE ' _ -. <br />4 <br />0 UNDERDRAIN <br />C -07 <br />6 +00 <br />LEGEND <br />- <br />PIPE DRAIN (APPROX. 100 FEET) <br />PERFORATED PIPE DRAIN <br />r21 PROFILE: BUTTRESS ALIGNMENT <br />' <br />' <br />`-KEY TRENCH <br />WITH PERFORATED <br />o so 100 <br />NOT FOR CONSTRUCTION <br />COLLUVIUM <br />ssoo • <br />- <br />shoo <br />V_L_L_L_LLJ <br />SCALE IN FEET <br />6700 <br />SC AL E IN FEET <br />• <br />// <br />\ <br />\ <br />ZL <br />SEDIMENT DITCH <br />1 <br />ROCK FILL <br />20' <br />55' <br />COMPACTED COLLUVIUM <br />SILSTONE WITH <br />• <br />3 / <br />\ . <br />EL. 65550 <br />6300 <br />SANDSTONE AND <br />Project Off— <br />BARR ENGINEERING CO. <br />4700 WEST 77TH STREET <br />MINNEAPOLIS, MN. <br />55435 -4-63 <br />Ph 1 -800- 632 -2277 <br />Fax: (952) 832 -2601 <br />.x.. horn oom <br />/ <br />-200 <br />-100 <br />EXISTING GROUND <br />1 5 <br />BARR PROJECT No. <br />06/26-1003 <br />SHALE <br />REFUSE PILE <br />SURFACE <br />4 <br />SECTION: STATION 3 +50 <br />A TAI A T F R W IR MANHO R M <br />CLEAR WATER DITCH <br />2L SURFACE <br />05191 <br />SI <br />® <br />/ <br />11/12/09 <br />11/12/09 <br />- <br />SEDIMENT AND CLEARWATER <br />0 50 100 <br />•• <br />JUNCTION MANN <br />M P <br />P <br />1 <br />DITCHES <br />CONSTRUCTION <br />-- _- __ -_- -- <br />SHALE <br />. <br />• <br />KEY TRENCH WITH <br />5500 / <br />•:... ". <br />':.:.:.. '.... <br />.. ... <br />:. '•: 6500 <br />/ <br />SIGNATURE <br />6 "0 HOPE PERFORATED <br />C <br />.. <br />.. .._ <br />0 <br />® <br />Gn "``' <br />• . ' <br />\ PIPE DRAIN <br />:. :.: <br />.. „' ... ': ::. <br />':...'. •:...' <br />NOTES, <br />SEDIMENT DITCH <br />/ <br />COMPACTED COLLUVIUM <br />DWG. No. <br />Ci -04 <br />3,0% <br />N0. <br />EXCAVATE <br />COLLUVIUM. <br />• .. ' <br />DATE <br />REVISION DESCRIPTION <br />DATE o7 /21 /zoll REC. NO a0864 <br />DATE RELEASED <br />Appro�ea <br />PBS <br />m <br />': -SEE NOTE <br />3® <br />1 <br />STRIP ALL SOILS ABOVE BEDROCK IN BUTTRESS <br />® <br />SEDIMENT AND CLEARWATER <br />.. <br />1'S 1 <br />REFUSE PILE SURFACE <br />° <br />CLEARWATER DITCH <br />DITCHES <br />SURFACE <br />1 <br />- . <br />• <br />.: • . <br />TED <br />SEDR <br />OCK :• . <br />. <br />• <br />/ <br />- <br />.•...:..• <br />•.:•• <br />SURFACE <br />6500 - <br />••. 2 <br />KEY TRENCH SHALL BE EXCAVATED TO 3FT IN) <br />• <br />/ <br />:. KEY <br />"" ' ' WITH <br />T RENCH ... '...:'.:.�•I' <br />PERFORATED ;,:.•::� <br />•.�". '•' <br />BELOW BEDROCK SURFACE ON DOWNSLOPE SIDE <br />OF TRENCH AND SHALL HAVE A BOTTOM WIDTH OF <br />-PIPE DRAIN ... 1OFT (MIN) KEY TRENCH SHALL EXTEND THE <br />:.: '.:"::: . ... <br />ENTIRE LENGTH OF BUTTRESS <br />CLEANOUT (TYP) 6400 - •• 6400 <br />/ -300 -200 -100 0 100 ® 3 SEE SHEET C -04A FOR EXTENT OF COLLUVIUM <br />' 3 SECTION: STATION 2 +00 EXCAVATION AND PHASING <br />/ - <br />0 50 100 <br />SCALE IN FEET <br />7 +�pJ <br />/ 6 +00 6600 6600 <br />\ ` T°v 20' S5' <br />4 +00 ROCK FILL COMPACTED COLLUVIUM <br />\ \ — <br />EL 6555.0 <br />.,\ \ 3 +00 1.5 1 REFUSE PILE SURFACE <br />1 1 <br />p +00 \ , • _ .� , ' 6500- - - - -- - 0 0 0 0 o i'` 6500 <br />' EXISTING GROUND ROCK UNDERDRAIN TRENCH <br />•� \ ",�, " N SURFACE 3 4' MIN. BELOW EXISTING <br />SEDIMENT DITCH o o UM ROCK SURFACE <br />SEE NOTE 3 <br />I T PLAN: GRADING PLAN o 5D 100 i�� J SURFACED BEDROCK <br />SCALE IN FEET 6400 = -30%-7 ��� �• y /T / 1' \ - - 6400 <br />.. _ _- ..... .. __ UNDERDRAIN SEE ' _ -. <br />0 +00 <br />r <br />�- PERFORATED <br />C -07 <br />6 +00 <br />LEGEND <br />- <br />PIPE DRAIN (APPROX. 100 FEET) <br />r21 PROFILE: BUTTRESS ALIGNMENT <br />' <br />' <br />`-KEY TRENCH <br />WITH PERFORATED <br />o so 100 <br />NOT FOR CONSTRUCTION <br />COLLUVIUM <br />- 0 50 100 <br />I , , , , , I <br />PIPE DRAIN <br />V_L_L_L_LLJ <br />SCALE IN FEET <br />6700 <br />SC AL E IN FEET <br />SANDSTONE <br />1 <br />DMQ <br />P75 <br />P EI!S <br />113,1111111 <br />SILSTONE WITH <br />I HEREBY CERTIFY THAT THIS PUN, SPECIFICATION, <br />OR REPORT WAS PREPARED BY ME OR UNDER MY <br />DIRECT SUPERVISION AND THAT I AM A DULY <br />LICENSED PROFESSIONAL ENGINEER UNDER THE <br />uWS STATE OF COLORADO <br />6300 <br />1218 OB <br />6300 <br />SANDSTONE AND <br />Project Off— <br />BARR ENGINEERING CO. <br />4700 WEST 77TH STREET <br />MINNEAPOLIS, MN. <br />55435 -4-63 <br />Ph 1 -800- 632 -2277 <br />Fax: (952) 832 -2601 <br />.x.. horn oom <br />-400 -300 <br />-200 <br />-100 <br />0 100 <br />EAST REFUSE PILE <br />PERMIT DRAWINGS <br />BARR PROJECT No. <br />06/26-1003 <br />SHALE <br />MRP <br />PT <br />4 <br />SECTION: STATION 3 +50 <br />A TAI A T F R W IR MANHO R M <br />BI <br />PERMIT <br />05191 <br />SI <br />® <br />Dale <br />11/12/09 <br />11/12/09 <br />0 50 100 <br />JUNCTION MANN <br />M P <br />P <br />1 <br />i���'l I <br />CONSTRUCTION <br />-- _- __ -_- -- <br />SHALE <br />SCALE IN FEET <br />Drown <br />ATS <br />- - - -- - - - <br />6600 <br />SIGNATURE <br />RELEASED <br />TO /FOR <br />C <br />D <br />E <br />0 <br />COAL <br />Gn "``' <br />5600 - <br />- <br />-- <br />6600 <br />PRINTED NAME PHILIP B SNO c <br />20' 55' <br />COMPACTED COLLUVIUM <br />DWG. No. <br />Ci -04 <br />REV. No <br />E <br />N0. <br />BY <br />HK <br />ROCK FILL <br />DATE <br />REVISION DESCRIPTION <br />DATE o7 /21 /zoll REC. NO a0864 <br />DATE RELEASED <br />Appro�ea <br />PBS <br />m <br />EL. 6555.D <br />SEDIMENT AND CLEARWATER <br />EXISTING GROUND <br />1'S 1 <br />REFUSE PILE SURFACE <br />° <br />DITCHES <br />SURFACE <br />1 <br />6500 <br />0 <br />6500 - <br />•••• - - •• ••• -- <br />6500 <br />3 07 <br />EXCAVATE COLLUVIUM <br />- <br />SEE NOTE 3 <br />0 ' <br />KEY ESTIMATED BEDROCK <br />• <br />W HTRERFORATED SURFACE <br />PIPE DRAIN <br />6400 <br />6400 <br />6400 <br />-300 <br />-200 <br />-100 0 <br />100 <br />5 <br />SECTION: STATION 5 +00 <br />PRELIMINARY <br />0 +00 <br />1 +00 2 +00 <br />3 +00 4 +00 <br />5 +00 <br />6 +00 <br />7 +00 <br />- <br />r21 PROFILE: BUTTRESS ALIGNMENT <br />o so 100 <br />NOT FOR CONSTRUCTION <br />- 0 50 100 <br />I , , , , , I <br />SCALE IN FEET <br />//pp�����/����� M <br />GIEVISM 07/21/1U <br />SC AL E IN FEET <br />1 <br />DMQ <br />P75 <br />P EI!S <br />113,1111111 <br />AIDED TOE DRAIN <br />I HEREBY CERTIFY THAT THIS PUN, SPECIFICATION, <br />OR REPORT WAS PREPARED BY ME OR UNDER MY <br />DIRECT SUPERVISION AND THAT I AM A DULY <br />LICENSED PROFESSIONAL ENGINEER UNDER THE <br />uWS STATE OF COLORADO <br />CUENT <br />1218 OB <br />BARR <br />Corporate Head9uorters• <br />Minnt Pala, 32 -22to <br />Ph I- 800 - 632 -2277 <br />Project Off— <br />BARR ENGINEERING CO. <br />4700 WEST 77TH STREET <br />MINNEAPOLIS, MN. <br />55435 -4-63 <br />Ph 1 -800- 632 -2277 <br />Fax: (952) 832 -2601 <br />.x.. horn oom <br />Scole <br />AS SHOWN <br />MOUNTAIN COAL <br />SOMERSET, <br />/� <br />COMPANY L.L.C. <br />� <br />COLORADO <br />EAST REFUSE PILE <br />PERMIT DRAWINGS <br />BARR PROJECT No. <br />06/26-1003 <br />MRP <br />PT <br />P <br />4 1 <br />A TAI A T F R W IR MANHO R M <br />BI <br />PERMIT <br />05191 <br />SI <br />I I <br />Dale <br />11/12/09 <br />11/12/09 <br />JUNCTION MANN <br />M P <br />P <br />1 <br />REMOVAL 48" MH WITH WEIR, NOTE FOR CURIFICATION <br />CONSTRUCTION <br />tAB <br />Drown <br />ATS <br />CLIENT PROJECT No <br />SIGNATURE <br />RELEASED <br />TO /FOR <br />C <br />D <br />E <br />0 <br />1 <br />Gn "``' <br />PT5 <br />TYPICAL BUTTRESS <br />PLAN AND SECTIONS <br />PRINTED NAME PHILIP B SNO c <br />oes,gnea <br />ATS <br />DWG. No. <br />Ci -04 <br />REV. No <br />E <br />N0. <br />BY <br />HK <br />APP <br />DATE <br />REVISION DESCRIPTION <br />DATE o7 /21 /zoll REC. NO a0864 <br />DATE RELEASED <br />Appro�ea <br />PBS <br />