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4815 <br />4810 <br />4805 <br />4800 <br />4795 <br />4790 <br />4785 <br />4780 <br />4815 <br />4810 <br />4805 <br />4800 <br />4795 <br />4790 <br />4785 <br />4815 <br />4810 <br />4805 <br />4800 <br />4795 <br />4790 <br />4785 <br />4780 <br />I REV <br />0+50 1+00 1+50 2+00 <br />2+50 3+00 3+50 4+00 4+50 5+00 5+50 <br />MINIMUM LINER WIDTH AT <br />WATER TABLE <br />STA: 0+86.21 <br />FINNISHED GROUND <br />PROTECTIVE SOIL COVER - .. _ <br />(SEE NOTE 3) �N <br />ORMAL POOL ELEV.=4799' <br />----- <br />— —_ NORMAE Pooh ELEV.=4799' <br />'�L <br />'LINER KEYWAY: = WEA HERED CLAYSTON_E-----==-- <br />----- _---- _- : D _ __- <br />(SEE NOTE 1 } <br />L ---= ---o=- - <br />APPROXIMATE LIMITS OF MINING <br />AREA <br />— ——-COMPETENTCLAYSTONE—— <br />_— .. <br />— <br />— — ------ �`Z`' <br />\ <br />APPROXIMATE LIMITS OF MINING <br />= -- <br />0 <br />0 <br />cxD <br />�rn �0�� <br />� (-D o <br />Nc� CO NcD <br />o <br />Q0 <br />o� <br />- <br />N� <br />- c_o <br />0� <br />N N <br />�L 50 <br />o <br />5� 5L' <br />00 00 <br />N o <br />�� No <br />00Ln 00 <br />00 00 <br />o r (-D -- <br />LO <br />o �00 <br />00 N 0 00 <br />d;� <br />0 <br />0+50 1+00 1+50 2+00 <br />2+50 3+00 3+50 4+00 4+50 5+00 5+50 <br />0+50 1+00 1+50 2+00 2+50 <br />3+00 <br />MINIMUM LINER WIDTH AT <br />WATER TABLE <br />FINNISHED GROUND <br />FINNISHED GROUND <br />PROTECTIVE SOIL COVER - .. _ <br />(SEE NOTE 3) �N <br />COMPACTED CLAY LINER <br />3�'/; V (SEE NOTE 2) <br />----- <br />— —_ NORMAE Pooh ELEV.=4799' <br />'�L <br />'LINER KEYWAY: = WEA HERED CLAYSTON_E-----==-- <br />----- _---- _- : D _ __- <br />(SEE NOTE 1 } <br />BACKFILL <br />AREA <br />— ——-COMPETENTCLAYSTONE—— <br />_— .. <br />.. <br />\ <br />APPROXIMATE LIMITS OF MINING <br />= -- <br />NORMAL POOL ELEV.=4802' <br />d;� <br />0 <br />0 <br />0 0 <br />CG o <br />C(D0 � <br />o °� <br />� Ln <br />� N <br />LO c� N ? <br />'t <br />� <br />0 <br />0 <br />APPROXIMATE LIMITS OF MINING <br />5 <br />00 <br />— <br />N 5 <br />-BACKFILL AREA-- <br />0 <br />0 0 <br />0- d- <br />0 0 <br />-t <br />0 <br />0 <br />d- <br />0 <br />00 d- -t <br />d <br />— =_- – <br />L <br />0 <br />rJ <br />0 <br />0 <br />0 <br />a� <br />000-) <br />N <br />� <br />00-� <br />O <br />N <br />0 <br />0 <br />r" <br />O <br />0 <br />N <br />0 <br />0r <br />0 <br />Q0 <br />d <br />0 <br />0(D <br />0 <br />0 <br />0�o� <br />Ln <br />0� <br />N <br />0 <br />0'� <br />5 <br />0� <br />0 <br />ON <br />d <br />a�N <br />[--c9 <br />N <br />0`� <br />0 <br />'t <br />0�' <br />oar <br />oc� <br />00 <br />00 0M <br />Orn <br />�0) <br />0+50 1+00 1+50 2+00 2+50 <br />3+00 <br />0+50 1+00 <br />1+50 2+00 <br />REVISIONS <br />DESCRIPTION DATE APPROVED We&nd <br />Environmental & Engineering <br />Ia0 BOX 180e7 <br />BOULDER, co 60308 <br />ph 303-443-9521 <br />2+50 <br />3+00 <br />--481 <br />481 <br />48C <br />48C <br />47(- <br />47� <br />47� <br />47� <br />3+50 <br />4815 <br />4810 <br />4805 <br />4800 <br />4795 <br />4790 <br />4785 <br />4780 <br />4+00 <br />4+50 <br />4815 <br />4810 <br />4805 <br />4800 <br />4795 <br />4790 <br />4785 <br />4815 KEY <br />4810 --_ PROPOSED COMPACTED <br />4805 CLAY LINER <br />4800 <br />4795 — — — — — LIMITS OF MINING <br />4790 <br />4785 FINISHED GROUND <br />4780 <br />0 20 40 <br />Feet <br />HIGHEST GROUNDWATER <br />CONDITION FOR THE SITE <br />MINIMUM LINER WIDTH AT <br />WATER TABLE <br />FINNISHED GROUND <br />10.0' <br />PROTECTIVE SOIL COVER - .. _ <br />(SEE NOTE 3) �N <br />COMPACTED CLAY LINER <br />3�'/; V (SEE NOTE 2) <br />----- <br />— —_ NORMAE Pooh ELEV.=4799' <br />'�L <br />'LINER KEYWAY: = WEA HERED CLAYSTON_E-----==-- <br />----- _---- _- : D _ __- <br />(SEE NOTE 1 } <br />BACKFILL <br />AREA <br />— ——-COMPETENTCLAYSTONE—— <br />_— .. <br />.. <br />\ <br />APPROXIMATE LIMITS OF MINING <br />= -- <br />d;� <br />0 <br />0 <br />0 0 <br />CG o <br />C(D0 � <br />o °� <br />� Ln <br />� N <br />LO c� N ? <br />'t <br />� <br />0 <br />0 <br />[-- <br />CC)0 00 <br />5 <br />00 <br />00 <br />N 5 <br />5 <br />0 <br />0 0 <br />0- d- <br />0 0 <br />-t <br />0 <br />0 <br />d- <br />0 <br />00 d- -t <br />d <br />0+50 1+00 <br />1+50 2+00 <br />REVISIONS <br />DESCRIPTION DATE APPROVED We&nd <br />Environmental & Engineering <br />Ia0 BOX 180e7 <br />BOULDER, co 60308 <br />ph 303-443-9521 <br />2+50 <br />3+00 <br />--481 <br />481 <br />48C <br />48C <br />47(- <br />47� <br />47� <br />47� <br />3+50 <br />4815 <br />4810 <br />4805 <br />4800 <br />4795 <br />4790 <br />4785 <br />4780 <br />4+00 <br />4+50 <br />4815 <br />4810 <br />4805 <br />4800 <br />4795 <br />4790 <br />4785 <br />4815 KEY <br />4810 --_ PROPOSED COMPACTED <br />4805 CLAY LINER <br />4800 <br />4795 — — — — — LIMITS OF MINING <br />4790 <br />4785 FINISHED GROUND <br />4780 <br />0 20 40 <br />Feet <br />HIGHEST GROUNDWATER <br />CONDITION FOR THE SITE <br />MINIMUM LINER WIDTH AT <br />WATER TABLE <br />10.0' <br />PROTECTIVE SOIL COVER - .. _ <br />(SEE NOTE 3) �N <br />COMPACTED CLAY LINER <br />3�'/; V (SEE NOTE 2) <br />�- -4.0': <br />- <br />'LINER KEYWAY: = WEA HERED CLAYSTON_E-----==-- <br />----- _---- _- : D _ __- <br />(SEE NOTE 1 } <br />—— —— <br />— ——-COMPETENTCLAYSTONE—— <br />0+00 1+00 2+00 <br />COMPACTED CLAY LINER - TYPICAL SECTION <br />NOTES: <br />1. KEYWAY SIDE SLOPES SHALL BE VERTICAL OR A MINIMUM OF 0.5H:1 V. <br />KEYWAY WIDTH SHALL BE A MINIMUM OF 4 FT. KEYWAY DEPTH SHALL <br />BE A MINIMUM OF 4FT OR TO REFUSAL BY JD 400 OR SIMILAR. THE <br />KEYWAY SHALL BE FILLED WITH COMPACTED CLAY MATERIAL IN MAX <br />8" LIFTS TO 95% STANDARD PROCTOR DRY DENSITY AT 0 TO +3% <br />OF THE OPTIMUM MOISTURE CONTENT. <br />2. THE COMPACTED CLAY CORE SHALL BE CONSTRUCTED OF PROCESSED <br />AND MOISTURE CONDITIONED WEATHERED CLAYSTONE MATERIAL <br />BORROWED FROM THE PIT FLOOR. THE MATERIAL SHALL BE PLACED IN <br />8" LIFTS TO 95% STANDARD PROCTOR DRY DENSITY AT 0 TO +3% OF <br />THE OPTIMUM MOISTURE CONTENT. FOLLOWING PLACEMENT, EACH LIFT <br />SHALL BE DISKED TO A DEPTH OF 2" TO ENSURE BONDING BETWEEN <br />LIFTS. <br />3. A PROTECTIVE SOIL (6"=8" DEPTH) AND VEGETATIVE COVER SHALL BE PLACED ABOVE THE WATER LINE AND <br />EXTENDING ACROSS THE HORIZONTAL AND SLOPED LINER EXPOSURE ABOVE THE NORMAL POOL ELEVATION. <br />AMEN AGGREGATE RESOURCE <br />REGULAR 112 CONSTRUCTION MATERIALS APPLICATION <br />WELD COUNTY <br />PREPARED FOR: <br />COULSON EXCAVATING CO., INC. <br />4815 <br />4810 <br />4805 <br />4800 <br />4795 <br />4790 <br />4785 <br />4780 <br />EXHIBIT F RECLAMATION PLAN <br />SCALE <br />111=20' <br />DRAWN BY: <br />CTW <br />SHEET 3 <br />EXHIBIT F.DWG <br />DATE: <br />12/13/2018 <br />REV. <br />REV <br />SHEET <br />SHEET 3 OF 3 <br />