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0 500 1000 FEET <br />0 200 400 FEET <br />LEGEND: <br />EXISTING GROUND CONTOURS SQUAW GULCH VLF GEOMEMBRANE LIMITS <br />SQUAW VLF GROUND CONTOURS MILL PLATFORM GEOMEMBRANE LIMITS <br />SOLUTION COLLECTION PIPING: <br />4" DIA. PCPE HIGHWAY GRADE TERTIARY SOLUTION COLLECTION PIPE PLACED ON 95' CENTERS <br />-- 8" DIA. PCPE (ADS N-12 OR EQUIVALENT) SOLUTION COLLECTION PIPE <br />-- - - - - 12" DIA. PCPE (ADS N-12 OR EQUIVALENT) SOLUTION COLLECTION PIPE <br />- - - - 12" DIA. PCPE (ADS N-12 OR EQUIVALENT) SOLUTION COLLECTION PIPE (TO BE REMOVED) <br />- - - - - - 15" DIA. PCPE (ADS N-12 OR EQUIVALENT) SOLUTION COLLECTION PIPE <br />- ----- - 18" DIA. PCPE (ADS N-12 OR EQUIVALENT) SOLUTION COLLECTION PIPE <br />- 24" DIA. PCPE (ADS N-12 OR EQUIVALENT) SOLUTION COLLECTION PIPE <br />28" DIA. SDR 11 HDPE PRIMARY SOLUTION COLLECTION PIPE <br />8" DIA. PCPE PERIMETER <br />DRAIN PIPE <br />12" DIA. PCPE PERIMETER <br />DRAIN PIPE <br />12" x 8" DIA. <br />PCPE REDUCER <br />12" DIA. PCPE ELBOW <br />r1_,�PERIMETER DRAIN PIPE TERMINATION <br />FIG2 <br />SQUAW VLF MILL PLATFORM <br />TIE-IN SQUAW VLF GEOMEMBRANE TO <br />MILL PLATFORM GEOMEMBRANE <br />FUTURE ORE SURFACE <br />EXCAVATE AND <br />BARREN PIPE REPLACE DRAIN <br />COVER FILL <br />SAFETY BERM <br />DIA VARIES <br />(BY MECHANICAL <br />... <br />1.4 DRAIN COVER <br />` <br />CONTRACTOR) <br />FILL <br />1 BENCH <br />/ Ir, <br />; <br />5' 1. 65X <br />1 � <br />MILL PLATFORM <br />1..�. <br />I <br />1 <br />/ <br />.. <br />ANCHOR TRENCH <br />i <br />80 mil DOUBLE SIDED TEXTURED <br />LLDPE GEOMEMBRANE <br />ANCHOR TRENCH <br />EXISTING 9980' <br />CONSTRUCTION <br />MILL PLATFORM <br />CONTAINMENT BERM <br />2 j i 2' DRAIN COVER FILL <br />BENCH <br />1 <br />A PERIMETER DRAIN PIPE <br />PREPARED SUBGRADE <br />IfIG2 <br />1' MINIMUM SOIL LINER FILL■�NewFielsls <br />CLIENT <br />-80 mil DOUBLE SIDED TEXTURED <br />LLDPE GEOMEMBRANE <br />PROJECT ^ <br />