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0 _i <br />3:1 <br />MAX <br />3" <br />BASIN BOTTOM <br />PER PLAN <br />3' 1' 3' / 3' 1' 3' <br />AFFECTED MINE <br />AREA BOUNDARY <br />30 MIL <br />POLY LINER <br />SECONDARY CONTAINMENT DETAIL <br />N.T.S. <br />AFFECTED MINE <br />AREA BOUNDARY <br />3:1 <br />MAX <br />GRADE <br />VARIES <br />TOP OF BERM <br />(1 FT.) <br />OW <br />�I z <br />2:1 COMPACTED <br />SIDE SLOPES <br />MATCH EXIST. <br />GROUND <br />BERM SECTION X <br />N <br />�, ` "..;�'. •`. vv; <br />\ V <br />\ f \ \ 5 <br />,.\\\ 8 8: <br />8 <br />SECONDARY CONTAINMENT <br />VOLUME = ±1,475 GALLONS PER ZIRCON. <br />SEE: SECONDARY CONTAINMENT <br />DETAIL, THIS SHEET. <br />K FADS (iKAUtD IV <br />PROVIDE ±1,250 GALLONS OF <br />CONTAINMENT. SEE SECONDARY <br />CONTAINMENT DETAIL, THIS SHEET. <br />LEGEND <br />� .............:......_ .................. CONCRETE <br />/l /.l %? 3/4" GRAVEL ROAD BASE <br />8" — Y2" CRUSHED ROCK <br />RE: GEOTECHNICAL REPORT <br />6" SCARIFIED SOIL <br />NATIVE SOIL <br />ACCESS ROAD <br />SECTION <br />N.T.S. <br />6" 4000 psi CONCRETE <br />6" SCARIFIED SOIL <br />NATIVE SOIL <br />CONCRETE SECTION <br />N.T.S. <br />t.71.2 <br />NORTH 0 20 30 40 <br />SCALE: 1 = 40'•0" <br />EE <br />CLC ASSOCIATES <br />121.1.19.00 DOM <br />Z <br />0 <br />1:13 2 a r <br />J Z <br />a <br />z o ° o <br />D U <br />I • 0 <br />0 <br />ce <br />Z 0. <br />N Q <br />Z 2 <br />0 <br />O <br />0 <br />C6.11 <br />PROJECT #.11.0054 <br />DRAWN BY: JJA <br />DESIGNED BY: <br />CHECKED BY: DJM <br />