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t5 <br />W <br />li <br />u <br />Z <br />O <br />Q <br />W <br />C <br />h <br />oo O,� <br />Ot <br />�� <br />�w <br />N� <br />�0 <br />�� <br />2' MINIMUM DRAIN <br />c.0 <br />tf?^ <br />�� <br />�O^ <br />r7^ <br />c9� <br />O <br />6a <br />:.- <br />O� <br />�t <br />O <br />O <br />O N <br />N <br />N <br />O <br />0 N <br />N <br />p 0, <br />N <br />i� <br />- <br />N <br />m <br />4 <br />N <br />N — <br />r <br />r <br />1� <br />d <br />M — <br />— <br />M : <br />to <br />m <br />O O <br />I� <br />00 <br />to � <br />O <br />d' <br />O� <br />N <br />O <br />•— <br />I� <br />wi 00 <br />p CD <br />N <br />co <br />� <br />00 <br />� <br />00 <br />� <br />0) <br />r- <br />00 <br />� <br />Ln <br />� <br />3' MINIMUM LOW VOLUME <br />^ r <br />r <br />cy) <br />C r <br />� <br />� M <br />h <br />� <br />^ m <br />� <br />W) <br />� <br />p <br />co <br />rn <br />co <br />� <br />p 0) <br />p <br />w <br />co <br />0) <br />C-0 <br />m <br />Q0 <br />�o <br />rn <br />co <br />100 mil SMOOTH LLDPE <br />rn <br />�. BOTTOM GEOMEMBRANE <br />2.5 <br />0 +00 <br />0 +60 <br />1 +20 <br />1+80 <br />2 +40 <br />3 +00 <br />3 +60 <br />4 +20 <br />30 0 30 60 FEET 30 0 30 60 FEET rH PSSA EMBANKMENT <br />X10'` AT STATION 32 +00 <br />VERTICAL SCALE HORIZONTAL SCALE <br />4 +80 <br />2' MINIMUM DRAIN <br />COVER FILL — OPTIONAL 1' MINIMUM BEDDING FILL <br />5 +40 <br />6 +00 <br />3' MINIMUM OVERLAP — <br />2.5 <br />EXTRUSION WELD <br />EXISTING LINER SYSTEM <br />1 y <br />1 TOE OF PSSA IN CUT <br />f 2 Y <br />3' MINIMUM LOW VOLUME <br />2 TOE <br />OF PSSA IN FILL <br />2' MINIMUM DRAIN <br />N.T.S. <br />A3I0 <br />31 <br />SOLUTION COLLECTION FILL <br />N.T.S. <br />COVER FILLS <br />:.- <br />100 mil SMOOTH LLDPE <br />BOTTOM GEOMEMBRANE <br />1' MINIMUM BEDDING FILL <br />3' MINIMUM LOW VOLUME <br />\' <br />SOLUTION COLLECTION FILL <br />� �' <br />100 <br />mil SMOOTH LLDPE <br />TOP <br />GEOMEMBRANE <br />100 mil SMOOTH LLDPE <br />�. BOTTOM GEOMEMBRANE <br />2.5 <br />100 <br />mil SMOOTH LLDPE <br />`. <br />MINIMUM <br />TOP <br />GEOMEMBRANEI <br />3 MINIMUM OVERLAP <br />PREPARED €e <br />� I �• ° _' <br />i <br />� <br />ORE SURFACE <br />EXTRUSION WELD <br />3 MINIMUM LOW VOLUME SOLUTION <br />COLLECTION FILL <br />=-�- <br />3' MINIMUM OVERLAP — <br />2.5 <br />EXTRUSION WELD <br />EXISTING LINER SYSTEM <br />1 y <br />1 TOE OF PSSA IN CUT <br />f 2 Y <br />2 Y <br />2 TOE <br />OF PSSA IN FILL <br />0O <br />N.T.S. <br />A3I0 <br />31 <br />N.T.S. <br />c <br />4 <br />W <br />W <br />�(A <br />v <br />a <br />LEGEND: <br />9780.0 EXISTING GROUND ELEVATION <br />9770.00 FINISHED GRADE ELEVATION <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 />1' MINIMUM SOIL LINER FILL <br />