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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 />4810 <br />4805 <br />4800 <br />4795 <br />4790 <br />4785 <br />4780 <br />4775 <br />REV <br />FINNISHED GROUND — <br />NORMAL „POOL <br />ELEV.=4797' <br />v <br />--- <br />N • 1v--�=- <br />°-•� <br />SUBSURFACE DRAIN--- <br />_ <br />(SEE EXHIBIT G) <br />APPROXIMATE LIMITS OF MININGCN <br />-- -----BACKFILL <br />i <br />— — <br />_— <br />AREA <br />-- <br />777 <br />d- <br />c� <br />GO <br />N <br />N CJ <br />< <br />0 <br />CD <br />�r7 � <br />CD_ <br />1- <br />O 00 <br />d <br />00 CD00 <br />00�� <br />G <br />00 O <br />00 <br />6' O <br />Do <br />CO O <br />O <br />O <br />O� <br />J <br />O� <br />N <br />d <br />0+50 <br />CELL 2 WEST <br />CELL111 2_11 <br />3+ 00 <br />3+50 <br />4+00 <br />4+50 <br />4810 KEY <br />4805 -- PROPOSED COMPACTED <br />4800 CLAY LINER <br />4795 <br />4700 — — — — — LIMITS OF MINING <br />4785 <br />4780 <br />4775 FINISHED GROUND <br />0 20 40 <br />im Feet <br />FI N N I SH ED GROUND <br />ACKFILL AR A <br />APPROXIMATE LIMITS OF MINING <br />--'- �y <br />7 <br />--_-= <br />- <br />- <br />_ <br />POND 2 NORMAL <br />POOL ELEV.=4795.0' <br />. POND 3 .NORMAL <br />POOL ELEV.=4797.0' <br />-- ------ - <br />v <br />_ <br />—7— <br />- <br />-==. <br />--� <br />�`�' APPROXIMATE LIMITS OF <br />O <br />MINING <br />O <br />�°0 <br />00 00 <br />°�a0 <br />o <br />O00 <br />r <br />� <br />�r <br />? C\ <br />o00 <br />O <br />�o <br />�O <br />�� <br />O ���� <br />��cl\ <br />�� <br />O 00 <br />� <br />�' <br />� O <br />�. <br />� �� <br />? �00 <br />� � <br />00 <br />i'DO <br />��� <br />��� <br />00 011 <br />0+50 <br />1 +oo <br />L <br />ELL <br />V ( T�' <br />CELL 3 <br />CELL 2 WEST <br />--i------------- <br />46.4' <br />-------- <br />0 68. ' <br />POND <br />4 <br />-------NORMAL„ POOL *ELEV.=4799'-_-___f__- <br />- <br />----- <br />--- <br />_ <br />POND 3 <br />- <br />--- -- <br />-- <br />- s z <br />=97 —_— <br />EI V_ <br />M_--AL <br />�—.N--O3y.R—_ <br />____._--_-______ <br />�—--^_` <br />.--__ ��V• <br />--SINCLAIR P <br />IPELINE-- <br />_--_ <br />PIPELINE—— <br />SINCLAIR <br />_ <br />2. <br />_--POOL <br />-LA <br />--Ez4_._7. <br />--- <br />STA:1+ 16.83 _.--_--_ <br />STA: 1+32.7 8 <br />�--_ <br />____—�_ <br />-_--- <br />_ <br />!- <br />4796.00 <br />9600ELEV: <br />ELEV: 47. <br />--- <br />PROPOSED <br />-- <br />I <br />j <br />ANADARKO PIPELINES <br />STA: 1 +75.55 <br />ELEV: 4796.80 <br />REVISIONS <br />DESCRIPTION DATE APPROVED <br />We&nr <br />m � ___ , <br />Environmental & Engineering <br />Po BOX ]8O87 <br />MULDER, 03 80308 <br />ph 303-443-9527 <br />3+00 <br />3+50 <br />— ►- 5' <br />4810 <br />4805- <br />4,S00 - <br />4795 SINCLAIR PIPELINE <br />4790 MIN. 46ft <br />4785 <br />4780 <br />4775 <br />4+00 <br />SOIL CEMENT BLOCKS <br />�-- 3' <br />4' <br />8' TYP. <br />A TYPICAL SOIL CEMENT DETAIL <br />2 2 NTS <br />4+50 <br />AMEN AGGREGATE RESOURCE <br />REGULAR 112 CONSTRUCTION MATERIALS APPLICATION <br />WELD COUNTY <br />PREPARED FOR: <br />COULSON EXCAVATING CO., INC. <br />5+00 <br />5+50 <br />4810 <br />4805 <br />4800 <br />4795 <br />4790 <br />4785 <br />4780 <br />�-815 <br />�810 <br />F805 <br />�800 <br />�795 <br />-790 <br />-785 <br />-780 <br />775 <br />RIVEp <br />NOV 9.4 z019 <br />DMSION OFRECLgM,q <br />MINING b S,gF�.�l <br />EXHIBIT F RECLAMATION PLAN <br />SHEET 2 <br />SCALE DWG NO. <br />1"=20' EXHIBIT F.DWG <br />DRAWN BY: C KE BY: DATE: <br />CTW , _ Ir. FW 10/15/2019 <br />REV. <br />REV <br />SHEET <br />SHEET 2 OF 11 <br />