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4810 <br />4805 <br />4800 <br />4795 <br />4790 <br />4785 <br />4780 <br />4775 <br />4810 <br />4805 <br />4800 <br />4795 <br />4790 <br />4785 <br />4780 <br />4775 <br />4810 <br />4805 <br />4800 <br />4795 <br />4790 <br />4785 <br />4780 <br />4775 <br />4815 <br />4810 <br />4805 <br />4800 <br />4795 <br />4790 <br />4785 <br />4780 <br />4775 <br />I REV <br />0+50 1+00 1+50 2+00 <br />CELL 2 WEST <br />2+50 3+00 3+-50 4+00 <br />CELL 2 EA5__'T <br />4+50 5+00 <br />4810 KEY <br />4805 --_- PROPOSED COMPACTED <br />4800 --= =- CLAY LINER <br />4795 <br />4790 - - - - - LIMITS OF MINING <br />4785 <br />4780 FINISHED GROUND <br />4775 <br />0 20 40 <br />Feet <br />I <br />FINNISHED GROUND - <br />FINNISHED GROUND <br />FINNISHED GROUND <br />_-NORMAL POOL ELEV.=4797' <br />- <br />BACKFILL AREA <br />----NORMAL POOL ELEV.=4798' <br />- <br />\----_- <br />- -- <br />BACKFILL AREA--------- <br />_.. <br />--__ -_- by: <br />APPROXIMATE LIMITS OF MINING' <br />- <br />NORMAL POOL <br />ELEV.=4794' <br />17 <br />- <br />-_ <br />�N <br />BAC ILL AREA <br />— --- y' <br />APPROXIMATE LIMITS OF MINING <br />.. .. <br />MINING <br />_ <br />_ — <br />---- <br />-------- --- . <br />_-_-=_-_-_- <br />APPROXIMATE LIMITS OF MINING <br />77 <br />�1-- <br />--- <br />------ <br />------ <br />----- <br />----- ------ <br />----- . -- .--_ <br />0 � -� <br />�� <br />�� �-� <br />�� �r <br />Ln <br />c� )cam <br />�o� <br />0c� <br />co <br />`- o� <br />'t �O <br />N`n <br />0- <br />0c� <br />0 <br />c 0 <br />o� N o- <br />0 10 <br />0 0 0 <br />0 <br />00 <br />o <br />0 <br />1 0 <br />°0 0 <br />O- <br />O <br />O <br />o <br />O <br />r� <br />rn <br />d <br />N <br />r- 00 00 <br />CO cxD co CO <br />t- <br />00 00 <br />00 <br />d <br />� 00 <br />0 <br />� co <br />C <br />r � <br />00 <br />0 <br />r-9 <br />0 <br />-1- <br />CO <br />0`-n <br />0 <br />� <br />X00 <br />o <br />Ln <br />00 <br />c� <br />d <br />� � <br />r� N <br />G-) <br />0+50 1+00 1+50 2+00 <br />CELL 2 WEST <br />2+50 3+00 3+-50 4+00 <br />CELL 2 EA5__'T <br />4+50 5+00 <br />4810 KEY <br />4805 --_- PROPOSED COMPACTED <br />4800 --= =- CLAY LINER <br />4795 <br />4790 - - - - - LIMITS OF MINING <br />4785 <br />4780 FINISHED GROUND <br />4775 <br />0 20 40 <br />Feet <br />0+50 <br />0+50 1 +00 1+50 2+00 <br />CELL 3 <br />CELL 2 TFE S T <br />CELL 2 WEST <br />2+50 3+00 3+50 4+00 <br />-.. <br />NORMAL POOL ELEV. <br />25.0' <br />_ — A <br />2 2 <br />INCLAIR PIPELINE SINCLAIR PIPELINE— <br />STA: 1 <br />IPELINE STA:1 +16.83 STA: 1 +32.78 -=- — —_ <br />ELEV: 4796.00 ELEV: 4796.00 PROPOSED -- - <br />ANADARKO GAS LINE -_-- — — - <br />STA: 1 +75.55 <br />ELEV: 4796.80 <br />0+50 1+00 1+50 2+00 <br />2+50 <br />4810 <br />4805 <br />4800 <br />4795 <br />4790 <br />4785 <br />4780 <br />4775 <br />5' <br />i�i _ <br />8" SINCLAIR PIPELI.INE <br />MIN. 46ft <br />SOIL CEMENT BLOCKS <br />�— 3' ' <br />1 <br />4' <br />8' TYP. <br />A TYPICAL SOIL CEMENT DETAIL <br />2 2 NTS <br />4+50 5+00 5+50 <br />4810 <br />4805 <br />4800 <br />4795 <br />4790 <br />4785 <br />4780 <br />4775 <br />I <br />FINNISHED GROUND <br />FINNISHED GROUND <br />- <br />NORMAL POOL ELEV.=4799' <br />----NORMAL POOL ELEV.=4798' <br />- <br />\----_- <br />- -- <br />BACKFILL AREA--------- <br />_.. <br />--__ -_- by: <br />- <br />NORMAL POOL <br />ELEV.=4794' <br />17 <br />- <br />-_ <br />�N <br />BAC ILL AREA <br />— --- y' <br />APPROXIMATE LIMITS OF MINING <br />.. .. <br />MINING <br />_ <br />_ — <br />---- <br />-------- --- . <br />_-_-=_-_-_- <br />APPROXIMATE LIMITS OF MINING <br />�1-- <br />--- <br />------ <br />------ <br />----- <br />----- ------ <br />----- . -- .--_ <br />— — — — —_ — <br />— <br />Alin <br />0 <br />0 <br />� <br />r-9 <br />0 <br />-1- <br />CO <br />0`-n <br />0 <br />� <br />X00 <br />o <br />Ln <br />00 <br />c� <br />F__ <br />00 <br />� � <br />r� N <br />G-) <br />d <br />� <br />0c_o <br />N <br />C00 <br />�n <br />n <br />0c� <br />o <br />N 00� <br />N �� <br />000 <br />00 <br />.� <br />co <br />00 <br />0 <br />00 <br />� <br />. <br />.ter <br />O <br />00 03 <br />Co <br />� <br />.o <br />Ln <br />Lp <br />c� <br />, <br />. <br />Ln <br />� <br />, <br />.� <br />,-F-)r6 <br />� <br />00 <br />Qo <br />�- <br />CO <br />00 <br />00 <br />00 <br />O 00 <br />c <br />0 <br />03 <br />00 <br />� <br />r-� <br />00 <br />000 <br />0 <br />00 <br />r <br />d <br />_t <br />d <br />d <br />7t- <br />0+50 <br />0+50 1 +00 1+50 2+00 <br />CELL 3 <br />CELL 2 TFE S T <br />CELL 2 WEST <br />2+50 3+00 3+50 4+00 <br />-.. <br />NORMAL POOL ELEV. <br />25.0' <br />_ — A <br />2 2 <br />INCLAIR PIPELINE SINCLAIR PIPELINE— <br />STA: 1 <br />IPELINE STA:1 +16.83 STA: 1 +32.78 -=- — —_ <br />ELEV: 4796.00 ELEV: 4796.00 PROPOSED -- - <br />ANADARKO GAS LINE -_-- — — - <br />STA: 1 +75.55 <br />ELEV: 4796.80 <br />0+50 1+00 1+50 2+00 <br />2+50 <br />4810 <br />4805 <br />4800 <br />4795 <br />4790 <br />4785 <br />4780 <br />4775 <br />5' <br />i�i _ <br />8" SINCLAIR PIPELI.INE <br />MIN. 46ft <br />SOIL CEMENT BLOCKS <br />�— 3' ' <br />1 <br />4' <br />8' TYP. <br />A TYPICAL SOIL CEMENT DETAIL <br />2 2 NTS <br />4+50 5+00 5+50 <br />4810 <br />4805 <br />4800 <br />4795 <br />4790 <br />4785 <br />4780 <br />4775 <br />0+50 1 +00 1+50 2+00 <br />REVISIONS <br />DESCRIPTION DATE APPROVED <br />ii Weiland Inc <br />Environmental & Engineering <br />P13 Box IBOB7 <br />BGUWER, CO B0308 <br />ph 303-443-SS27 <br />2+50 3+00 3+50 4+00 <br />4+50 5+00 5+50 <br />4815 <br />4810 <br />4805 <br />4800 <br />4795 <br />4790 <br />4785 <br />4780 <br />4775 <br />AMEN AGGREGATE RESOURCE EXHIBIT F RECLAMATION PLAN <br />REGULAR 112 CONSTRUCTION MATERIALS APPLICATION SHEET 2 <br />SCALE <br />DWG <br />WELD COUNTY i"=20' �� EXHIBIT F.DWG REV <br />PREPARED FOR: <br />DRAWN BY: COULSON EXCAVATING CO., INC. crw W � �Tosiozzois SHEET 20F3 <br />FINNISHED GROUND <br />NORMAL POOL ELEV.=4799' <br />--- <br />- <br />\----_- <br />- -- <br />BACKFILL AREA--------- <br />_.. <br />--__ -_- by: <br />17 <br />\ <br />AP P <br />R OXI M ATE LIMITS OF <br />MINING <br />-------- --- . <br />_-_-=_-_-_- <br />�1-- <br />--- <br />------ <br />------ <br />----- <br />----- ------ <br />----- . -- .--_ <br />— — — — —_ — <br />�o <br />�Ln <br />r,) <br />O� <br />N N <br />�� <br />Q0 O <br />Ln <br />N O <br />`� d <br />0 <br />CG <br />d <br />00 <br />LnLn <br />00C)O <br />� � <br />r� N <br />G-) <br />O <br />(0 <br />O� <br />O <br />O� <br />N <_0 <br />O� <br />N <br />O� <br />N O N <br />0� 00� <br />N 00� <br />N �� <br />000 <br />N <br />00� <br />N O� <br />0) 00 <br />00 <br />00 <br />03 00 <br />co co <br />00 03 <br />0 0 <br />00 r- <br />00 <br />00 <br />0+50 1 +00 1+50 2+00 <br />REVISIONS <br />DESCRIPTION DATE APPROVED <br />ii Weiland Inc <br />Environmental & Engineering <br />P13 Box IBOB7 <br />BGUWER, CO B0308 <br />ph 303-443-SS27 <br />2+50 3+00 3+50 4+00 <br />4+50 5+00 5+50 <br />4815 <br />4810 <br />4805 <br />4800 <br />4795 <br />4790 <br />4785 <br />4780 <br />4775 <br />AMEN AGGREGATE RESOURCE EXHIBIT F RECLAMATION PLAN <br />REGULAR 112 CONSTRUCTION MATERIALS APPLICATION SHEET 2 <br />SCALE <br />DWG <br />WELD COUNTY i"=20' �� EXHIBIT F.DWG REV <br />PREPARED FOR: <br />DRAWN BY: COULSON EXCAVATING CO., INC. crw W � �Tosiozzois SHEET 20F3 <br />