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ORIGINAL GROUND SURFACE AT <br />5020 TO 5015 FT/ ELEV MSL <br />SOUTH PLATTE RIVER 5010 <br />5020 — <br />5010 — <br />5000 ALLUVIUM <br />4990 ----- - - - --- <br />AREA OF PROPOSED FILL <br />.---= SHALE - -- <br />NOTES /LEGEND FOR INERT FILL <br />TYPICAL CROSS- SECTION THROUGH INERT FILL <br />- SHALE BEDROCK (O 4995 FT ELEV. MSL) SPEER INERT LANDFILL <br />N.T.S. <br />- UNDISTURBED ALLUVIUM <br />- NATURAL AVG. TOP OF ALLUVIAL AOUIFER (WATER TABLE) (O 5009 <br />FT ELEV. MSL) <br />- CLEAN FILL DIRT (NOT -SOLID WASTE') FROM TOP OF SHALE TO 1 FT ABOVE <br />WATER TABLE (5010 FT ELEV. MSL) <br />® - 'SOLID WASTE- (DIRT, ASPHALT, CONCRETE) 1 FT. ABOVE WATER TABLE (5010 FT. ELEV. MSQ <br />BRIGHTON RD. <br />ALREADY FILLED <br />LINER 1 SAND & <br />.____________ UN ___ GRAVEL__. �D WEST OF THIS <br />_ ____ _�__ -_____ _ BOTTOM OF _____ _____ _____- LINE IS SUBJPtT TO <br />____ ___ _______________________________ POND VARIES ------------- ____ <br />CONSERVATION EASEMENT <br />_____ ____________ ______________________________- - __________________________ ___ __ ____________ <br />BOTTOM OF WEATHERED <br />SHALE (HARD SHALE) TYPICAL LINER CROSS- SECTION <br />APPROX. s WE�THEREO FOR WATER STORAGE / <br />100' <br />/ <br />UD&FCD <br />HIGH WATER <br />BANK <br />/ ORDINARY <br />HIGH WIN�ITER <br />/ MARK (U OE) <br />/ PLATTE g / <br />/ soul,, <br />REMAINING EXCAVATION <br />AREA TO BE BACKFILLE <br />WITH CLEAN FILL DIRT, <br />SOLID WASTE AND <br />ORDINARY <br />HIGH WATER <br />MARK (USACOE) <br />I <br />100'x` <br />UD &FCO <br />HIGH WATER <br />BANK <br />` 1 <br />LAND WEST OF THIS LINE <br />IS SUBJECT TO CONSERVATION <br />EASEMENT I <br />1 <br />PREVIOUSLY BACKFILLED <br />WITH CLEAN FILL DIRT <br />THIS AREA LEFT OPEN <br />TO SHALE AND <br />CLAY -LINED FOR WATER <br />STORAGE <br />TOPSOIL <br />BERMS (TYP.) <br />SETBACK <br />LIMITS 25 <br />�K <br />dip _'9 1vER ?1 K <br />PREVIOUSLY BACKFILIED <br />WITH CLEAN FILL DIRT <br />LEGEND <br />PERMIT BOUNDARY <br />EXCAVATION LIMIT <br />SHOP BACKFILLED TO GRADE <br />rECXJIPMENT— AREA OF PROPOSED <br />SOLIDWASTE FILL <br />ENTRANCE /EXIT ROADS <br />\ — _ UD &FCD HIGH WATER BANK <br />\ <br />OFFICE - [[� -y RIVER /STREAM/WATERWAY <br />\ \ L \ \V EXISTING STRUCTURES <br />THIS AREA \ \ \V TYPICAL TOPSOIL <br />NEVER MINED \ \ STOCKPILE <br />\ \ SCALE <br />7MnA N' Cal V-SV 6 1t:*4 1. <br />S��T: <br />2014- <br />EXHIBIT C -2 <br />MINE PLAN MAP <br />/ M -83 -176 AMENDMENT 4 <br />ASPHALT SPEER MINING RESOURCE <br />REGULAR 112 PERMIT <br />SPECIALTIES CO. <br />nrua•e,h AVe. •K.har•oh, co eoNa . Iwa)yapA • F.I=)9 TW ADAMS COUNTY SE 1/4 OF SEC. 74, T15, R87W, 8th PM <br />COLORADO <br />PROJECT DATE SCALE DRAWN BY I DESIGNED BY APPROVED BY REV ISM <br />11/17/09 1 "= 100' LS I RBL <br />TO 1.5 FT. BELOW ORIGINAL GROUND SURFACE (5018.5 FT ELEV. MSL) <br />- DIRT /SOIL COVER 1.5 FT. DEPTH ABOVE 'SOLID WASTE' TO ORIGINAL GROUND SURFACE <br />UD&FCD <br />HIGH WATER <br />BANK <br />/ <br />� / <br />— — — <br />- ORIGINAL GROUND SURFACE (5020 TO 5015 FT. ELEV. MSL) <br />I <br />OVER BURDEN <br />BOTTOM OF LINER 8' MIN <br />/ <br />TOP OF SHALE <br />PROPOSED FINAL GRADE WIDTH <br />LINER <br />LINER 1 SAND & <br />.____________ UN ___ GRAVEL__. �D WEST OF THIS <br />_ ____ _�__ -_____ _ BOTTOM OF _____ _____ _____- LINE IS SUBJPtT TO <br />____ ___ _______________________________ POND VARIES ------------- ____ <br />CONSERVATION EASEMENT <br />_____ ____________ ______________________________- - __________________________ ___ __ ____________ <br />BOTTOM OF WEATHERED <br />SHALE (HARD SHALE) TYPICAL LINER CROSS- SECTION <br />APPROX. s WE�THEREO FOR WATER STORAGE / <br />100' <br />/ <br />UD&FCD <br />HIGH WATER <br />BANK <br />/ ORDINARY <br />HIGH WIN�ITER <br />/ MARK (U OE) <br />/ PLATTE g / <br />/ soul,, <br />REMAINING EXCAVATION <br />AREA TO BE BACKFILLE <br />WITH CLEAN FILL DIRT, <br />SOLID WASTE AND <br />ORDINARY <br />HIGH WATER <br />MARK (USACOE) <br />I <br />100'x` <br />UD &FCO <br />HIGH WATER <br />BANK <br />` 1 <br />LAND WEST OF THIS LINE <br />IS SUBJECT TO CONSERVATION <br />EASEMENT I <br />1 <br />PREVIOUSLY BACKFILLED <br />WITH CLEAN FILL DIRT <br />THIS AREA LEFT OPEN <br />TO SHALE AND <br />CLAY -LINED FOR WATER <br />STORAGE <br />TOPSOIL <br />BERMS (TYP.) <br />SETBACK <br />LIMITS 25 <br />�K <br />dip _'9 1vER ?1 K <br />PREVIOUSLY BACKFILIED <br />WITH CLEAN FILL DIRT <br />LEGEND <br />PERMIT BOUNDARY <br />EXCAVATION LIMIT <br />SHOP BACKFILLED TO GRADE <br />rECXJIPMENT— AREA OF PROPOSED <br />SOLIDWASTE FILL <br />ENTRANCE /EXIT ROADS <br />\ — _ UD &FCD HIGH WATER BANK <br />\ <br />OFFICE - [[� -y RIVER /STREAM/WATERWAY <br />\ \ L \ \V EXISTING STRUCTURES <br />THIS AREA \ \ \V TYPICAL TOPSOIL <br />NEVER MINED \ \ STOCKPILE <br />\ \ SCALE <br />7MnA N' Cal V-SV 6 1t:*4 1. <br />S��T: <br />2014- <br />EXHIBIT C -2 <br />MINE PLAN MAP <br />/ M -83 -176 AMENDMENT 4 <br />ASPHALT SPEER MINING RESOURCE <br />REGULAR 112 PERMIT <br />SPECIALTIES CO. <br />nrua•e,h AVe. •K.har•oh, co eoNa . Iwa)yapA • F.I=)9 TW ADAMS COUNTY SE 1/4 OF SEC. 74, T15, R87W, 8th PM <br />COLORADO <br />PROJECT DATE SCALE DRAWN BY I DESIGNED BY APPROVED BY REV ISM <br />11/17/09 1 "= 100' LS I RBL <br />