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R <br />LLJ <br />v <br />z <br />0 <br />a <br />w <br />2' MINIMUM DRAIN <br />COVER FILL <br />9780 MAXIMUM SOLUTION ELEV. = 9765' - <br />i_ <br />_ <br />ACCESS ROAD <br />oom <br />,nom <br />.-+ <br />20 <br />,nd <br />EL 9770' <br />d �d <br />�.,d <br />PSSA EMBANKMENT <br />LEGEND: <br />/ . <br />00 <br />rn <br />- --- -+ - - -- - <br />- <br />- - - - - - -- - <br />06 <br />m0 <br />�4 <br />�N <br />S PHASE 5� _ <br />r-Q <br />�� <br />r7 <br />Mi .-O <br />PSSA <br />2.5 <br />-� <br />O04 <br />.r�� <br />°' <br />� <br />2' DRAIN COVER FILL <br />1 ::: _ COMPACTED <br />00 <br />97800 EXISTING GROUND ELEVATION <br />� <br />STRUCTURAL —S' <br />2 MINIMUM <br />100 mil SMOOTH LLDPE <br />/ FILL <br />1 <br />9770.00 FINISHED GRADE ELEVATION <br />TOP GEOMEMBRANE CHANGEI <br />' <br />n <br />�rn <br />n rnrn <br />n 0) <br />n o,n <br />rnrn <br />n �:;�.r- <br />;;a) <br />n d,to <br />so m <br />9720-:::..._. ..— ...— ...— ...— ..._..._..._..._ <br />1' MINIMUM SOIL LINER <br />FILL <br />100 mil TEXTURED (TEXTURED FACE DOWN) <br />LLDPE BOTTOM GEOMEMBRANE <br />I <br />0 <br />N <br />m <br />100 mil DOUBLE SIDED TEXTURED LLDPE <br />BOTTOM GEOMEMBRANE (SEE NOTE 1) <br />3' MINIMUM LOW VOLUME SOLUTION COLLECTION FILL <br />�- EXISTING SURFACE <br />1' MINIMUM BEDDING FILL <br />3' MINIMUM LOW VOLUME <br />/ SOLUTION COLLECTION FILL <br />•nn —]1 O\I/1/ U 11 nMC <br />v \EXISTING <br />ORE <br />.I <br />L <br />3' MINIMUM OVERLAP �\ <br />0 +60 <br />1 +20 <br />1 +80 <br />30 0 30 60 FEET <br />VERTICAL SCALE <br />100 mil SMOOTH LLDPE <br />TOP GEOMEMBRANE <br />3' MINIMUM OVERLAP <br />2 +40 <br />30 0 30 60 FEET <br />HORIZONTAL SCALE <br />•�SOSO:._ a • • • • • • <br />_ COLLECTION FILL <br />2' MINIMUM DRAIN COVER FILL <br />/w Z EXTRUSION • �� t ► <br />100 mil TEXTURED <br />(TEXTURED FACE DOWN) l' MINIMUM SOIL LINER FILL <br />LOPE BOTTOM GEOMEMBRANE <br />EXISTING LINER SYSTEM <br />M'T ! <br />4 <br />TOE OF PSSA IN CUT <br />PREPARED <br />SUBGRADE <br />3 +60 <br />4 +20 <br />H PSSA EMBANKMENT <br />A300 AT STATION 32 +00 <br />EfI 7 <br />5 +40 <br />6 +00 <br />EXISTING <br />ORE \ _ <br />© 'T�'Tm <br />"WAYMPiM <br />EXTRUSION WELD <br />EXISTING LINER SYSTEM <br />TOE OF PSSA IN FILL <br />NOTES: <br />1. DOUBLE SIDED TEXTURED LLDPE BOTTOM GEOMEMBRANE <br />PLACED ONLY ON THE PSSA UPSTREAM EMBANKMENT <br />FACE. <br />EXTRUSION WELD <br />100 mil TEXTURED (TEXTURED FACE DOWN) <br />LLDPE BOTTOM GEOMEMBRANE <br />,_S-- STRUCTURAL FILL - -'� <br />100 mil TEXTURED <br />(TEXTURED FACE DOWN) <br />LLDPE GEOMEMBRANE <br />3' MINIMUM LOW VOLUME SOLUTION <br />COLLECTION FILL <br />2' MINIMUM DRAIN COVER FILL <br />r <br />1' MINIMUM SOIL LINER FILL <br />APR 15 ZOOS <br />i.,�0 <br />,..ern <br />oom <br />,nom <br />.-+ <br />�g <br />,nd <br />d �d <br />�.,d <br />,...d <br />�� <br />p <br />m <br />00 <br />rn <br />o <br />O od <br />06 <br />m0 <br />�4 <br />�N <br />�};� <br />r-Q <br />�� <br />r7 <br />Mi .-O <br />mN <br />oN <br />i�>n <br />�,?� <br />-� <br />O04 <br />.r�� <br />°' <br />� <br />r <br />co <br />N <br />eo <br />00 <br />CO <br />� <br />00 <br />� <br />a NN <br />�N <br />r� <br />rnrn <br />�N <br />0) <br />rn� <br />�� <br />rnrn <br />„� <br />i. rn0 <br />n <br />�rn <br />n <br />�rn <br />n rnrn <br />n 0) <br />n o,n <br />rnrn <br />n �:;�.r- <br />;;a) <br />n d,to <br />so m <br />rn <br />rn <br />m <br />rn <br />m <br />rn <br />rn� <br />1' MINIMUM BEDDING FILL <br />3' MINIMUM LOW VOLUME <br />/ SOLUTION COLLECTION FILL <br />•nn —]1 O\I/1/ U 11 nMC <br />v \EXISTING <br />ORE <br />.I <br />L <br />3' MINIMUM OVERLAP �\ <br />0 +60 <br />1 +20 <br />1 +80 <br />30 0 30 60 FEET <br />VERTICAL SCALE <br />100 mil SMOOTH LLDPE <br />TOP GEOMEMBRANE <br />3' MINIMUM OVERLAP <br />2 +40 <br />30 0 30 60 FEET <br />HORIZONTAL SCALE <br />•�SOSO:._ a • • • • • • <br />_ COLLECTION FILL <br />2' MINIMUM DRAIN COVER FILL <br />/w Z EXTRUSION • �� t ► <br />100 mil TEXTURED <br />(TEXTURED FACE DOWN) l' MINIMUM SOIL LINER FILL <br />LOPE BOTTOM GEOMEMBRANE <br />EXISTING LINER SYSTEM <br />M'T ! <br />4 <br />TOE OF PSSA IN CUT <br />PREPARED <br />SUBGRADE <br />3 +60 <br />4 +20 <br />H PSSA EMBANKMENT <br />A300 AT STATION 32 +00 <br />EfI 7 <br />5 +40 <br />6 +00 <br />EXISTING <br />ORE \ _ <br />© 'T�'Tm <br />"WAYMPiM <br />EXTRUSION WELD <br />EXISTING LINER SYSTEM <br />TOE OF PSSA IN FILL <br />NOTES: <br />1. DOUBLE SIDED TEXTURED LLDPE BOTTOM GEOMEMBRANE <br />PLACED ONLY ON THE PSSA UPSTREAM EMBANKMENT <br />FACE. <br />EXTRUSION WELD <br />100 mil TEXTURED (TEXTURED FACE DOWN) <br />LLDPE BOTTOM GEOMEMBRANE <br />,_S-- STRUCTURAL FILL - -'� <br />100 mil TEXTURED <br />(TEXTURED FACE DOWN) <br />LLDPE GEOMEMBRANE <br />3' MINIMUM LOW VOLUME SOLUTION <br />COLLECTION FILL <br />2' MINIMUM DRAIN COVER FILL <br />r <br />1' MINIMUM SOIL LINER FILL <br />APR 15 ZOOS <br />