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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 />3 :1 <br />MAX <br />t <br />GRADE <br />SECONDARY CONTAINMENT DETAIL <br />N.T.S. <br />TOP OF BERM <br />(1 FT.) <br />VARIES <br />BERM SECTION X <br />SECONDARY CONTAINMENT <br />VOLUME = ±1,475 GALLONS PER ZIRCON. <br />SEE: SECONDARY CONTAINMENT <br />DETAIL, THIS SHEET. <br />2:1 COMPACTED <br />SIDE SLOPES <br />MATCH EXIST. <br />GROUND <br />N.T.S. .,, k:,'''',": -,;''' ' �} <br />4 <br />(\ 4 ,.." ,..77. s ' \,, ,s,‘. \,;- ,.:..e,_‘,.,,,k..: !:''k \:\\'..:211:66;130: <br />r' \- ... 609 <br />LEGEND <br />S66O <br />866 'r <br />8676 <br />8675= <br />8_690 <br />70 <br />SPAIrdil <br />PROVIDE 11.250 GALLONS OF <br />CONTAINMENT. SEE SECONDARY <br />CONTAINMENT DETAIL. THIS SHEET. <br />CONCRETE <br />3/4' GRAVEL ROAD BASE <br />gfl <br />8" ti r 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 SEC TION <br />N.T.S. <br />TL J <br />NORTH 0 20 30 40 <br />SCALE: 1 40'•0' <br />CLC ABBOCIATCB <br />04/0 P.. UC <br />01.001901, vau0c <br />11138.1.012 •0111 <br />P 770 NOM <br />9.9...00.990 <br />PPISPIRCOTURZ <br />.111.14.111002 MANNINO <br />PPCPVTVOTLIPC <br />LAPP Sal,P.V.P.I <br />Q z <br />a <br />Z <br />0 <br />7 <br />I- <br />F <br />00 <br />z <br />0 <br />U <br />z <br />0 <br />Q <br />IY <br />a <br />0 <br />0 <br />z <br />2_ <br />C3 <br />0 <br />J <br />B 7 4 <br />m B D <br />Z <br />3 0 <br />00 <br />Ug <br /><0 <br />J <br />PROJECT #:11.0054 <br />DRAWN. Oy: JJA <br />D[SIONED BY: <br />CNCCKED By: ChM <br />C G. 1 1 <br />