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AFFECTED MINE <br />AREA BOUNDARY <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 />3:1 <br />MAX <br />GRADE <br />SECONDARY CONTAINMENT DETAIL <br />N.T.S. <br />f � <br />TOP OF BERM <br />(1 FT.) <br />BERM SECTION X <br />N.T.S. <br />\ <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 />GROUT <br />LEGEND <br />PROVIDE ±1,250 GALLONS OF <br />CONTAINMENT. SEE SECONDARY <br />CONTAINMENT DETAIL, THIS SHEET. <br />C.._ ... ..:.:......._ °....._..:.:...... CONCR <br /><'' % 3/4" GAVEL 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 />NORTH 0 20 30 40 <br />SCALE: 1" = 4D-0' <br />CLC ASSOCIATES <br />D <br />P ZOE 7 70 0600 <br />ARCHITECTURE <br />EHOIHEEPUHEI PLANNING <br />Z <br />0 <br />I- <br />Q <br />a <br />‘,z � <br />a 0 <br />z n <br />U <br />J Z <br />Lt Z <br />❑ <br />z Z <br />0 <br />U I <br />4 <br />0 <br />J <br />z <br />J o <br />00 <br />U <br />FO <br />4 <br />J <br />a <br />a <br />-J <br />PROJECT #:11.01314 <br />DRAWN BY: JJA <br />DESIGNED BY: <br />CHECKED BY: DJM <br />C6.1 1 <br />