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TOP OF BERM <br /> (1 FT.) LEGEND <br /> CONCRETE <br /> BASIN BOTTOM a 0 3/4" GRAVEL ROAD BASE <br /> PER PLAN \ QfIz <br /> 3' 1' 3' 3' 1' 3' \\� a J CLC ASSOCIATES <br /> 3:1 3;1 VARIES /\ 2:1 COMPACTED a< <br /> MAX MAX I SIDE SLOPES n68O <br /> /\\/� MATCH EXIST. <br /> GROUND <br /> T 30 MIL DE <br /> POLY LINER <br /> W. <br /> SECONDARY CONTAINMENT DETAIL BERM SECTION X O <br /> N.T.S. \\\�N T. <br /> S. <br /> 8660 8„ 211 CRUSHED ROCK uI <br /> �� \\\\ �\ \ ���\ �\\y\ y\ O — RE: GEOTECHNICAL REPORT Z <br /> Affected Mine Area i \ vy`tiv `v v ,v���a vww8sss- Q <br /> \k ,,\\�\86 ?— � � 867C} _ - � ! 61' SCARIFIED SOIL a as � <br /> 7o f 8 ? J _ Z Z O o <br /> o o O n< <br /> �r \�\\ :8 .= � �:f � ` s9� _— _ N tea° <br /> 690 <br /> 9$ r r NATIVE SOIL o <br /> -- — 6 }5 <br /> iACCESS ROAD <br /> SECTION <br /> s �+ <br /> ACCESS OAD `' =f _J. N.T.S. Q <br /> (SEE SHEET <br /> .00 \ 30 mil geotetile <br /> 714 6" SCARIFIED SOIL <br /> � / pp REClS <br /> 7.17, <br /> t 98834 <br /> P 4 <br /> _ ,' 6.55 <br /> �� <br /> 6.59 <br /> NATIVE SOIL <br /> 6.21 4 70 J <br /> �, ,' 1� a. <br /> N.T.S. <br /> y ",I, 4 w. J,�.- 4.89 3.87 <br /> Q 3.93 ORE STORAGE PAD z <br /> (L� FOUNDATION <br /> ' 5.43 <br /> Ore Storage <br /> GRASS " � %5.42 5.04 proximately 1000 ns U3 <br /> , HELICOPTER " �� � �5.27 3.80 z <br /> w - .1PAD IL. , o <br /> . _ 1 '�� Refer to Figure D-I for site a a = <br /> y �p 4.94 20' 2.70 2.50 k k m a <br /> location o m m . m <br /> 4.88 4.47 1� 3.14 1� CCESS ROAD 1.85 w <br /> E oo a.a <br /> y. y, 2.70 o= S LL <br /> i u ❑ <br /> w <br /> - - '^ <br /> F m N y/ <br /> PROJECT#:1 1.0054 <br /> AWN BY: JJ <br /> ESI G NED BY: <br /> H ECKE❑BY. OJM <br /> AFFECTED MINE PROVIDE t1,250 GALLONS OF <br /> AREA BOUNDARY CONTAINMENT. SEE SECONDARY <br /> CONTAINMENT DETAIL, THIS SHEET. NOR— <br /> CONTAINMENT ° z° <br /> SCALE: , =4°3°,_° Fig D-3 <br />