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20 0 20 40 FEET <br />LEGEND: <br />EXISTING GROUND SURFACE CONTOUR AND EL, FEET <br />— EXISTING DRAINAGES <br />– – – _ _ EXISTING ROAD/TRAIL <br />woO' � m /' EXISTING LOB LINER LIMITS <br />/" LINER EDGE BERM CENTERLINE <br />(— PROPOSED 80 mil SINGLE –SIDED TEXTURED LLDPE <br />1-- GEOMEMBRANE LIMITS <br />4' MINIMUM DRAIN <br />COVER FILL FROM <br />80 mil SINGLE UNLEACHED ORE <br />SIDED TEXTURED - <br />(TEXTURE FACE DOWN) DRAIN COVER FILL TO BE <br />LLDPE GEOMEMBRANE PLACED OVER GEOMEMBRANE <br />SEE NOTE 2 <br />O <br />2' MINIMUM 3' MINIMUM <br />� � <br />DRAIN COVER <br />FILL <br />1' MINIMUM <br />SOIL LINER FILL — ►� - 2' MINIMUM <br />A TYPICAL ANCHOR TRENCH <br />100) NTS <br />ooh <br />oo�C <br />w <br />80 mil SINGLE –SIDED TEXTURED <br />(TEXTURE FACE DOWN <br />LLDPE GEOMEMBRANE <br />PREPARED FOUNDATION <br />SURFACE FOR SOIL LINER <br />C <br />LO <br />BERM SETTING OUT DATA* <br />POINT <br />NORTHING <br />EASTING <br />ELEVATION <br />A <br />52,565.56 <br />37,685.37 <br />9738.88 <br />B <br />52,546.87 <br />37,676.82 <br />9,733.81 <br />C <br />52,524.37 <br />37,666.32 <br />9,727.42 <br />D <br />52,506.27 <br />37,655.74 <br />9,722.16 <br />E <br />52,487.47 <br />37,646.63 <br />9,717.56 <br />F <br />52,465.66 <br />37,639.26 <br />9712,64 <br />G <br />52,436.90 <br />37,631.52 <br />9706.88 <br />H <br />52,408.33 <br />37,621.41 <br />9701.77 <br />JCG IVVit I <br />0 05/11/10 <br />ISSUED FOR CONSTRUCTION <br />3' MINIMUM OVERLAP <br />w <br />00- <br />�o�oC <br />Q <br />co <br />00 <br />\\j\ STRUCTURAL FILL OR <br />NATURAL GROUND <br />80 mil SINGLE TEXTURED <br />(TEXTURED FACE DOWN) <br />LLDPE GEOMEMBRANE <br />00 00 <br />2' DRAIN <br />COVER nu <br />V SOIL LINER FILL <br />SOIL LINER FILL TYPICAL SECTION <br />oo °C <br />0 <br />o _c <br />EXTRUSION WELD DETAIL <br />NTS <br />NTS <br />2' MINIMUM <br />DRAIN <br />COVER FILL <br />t <br />1' MINIMUM SOIL <br />LINER FILL FILL <br />1 <br />EXTRUSION <br />WELD <br />IACWGID <br />MAY 252010 <br />NOTES: pivisronc,ir'o ampon, <br />onirq and S81e1y <br />1. LOCATION OF BERM MAY BE <br />ADJUSTED TO SUIT ACTUAL <br />CONDITIONS. ``��tptlllllu <br />®o REd <br />2. COMPACTED SOIL LINER FILL OR ....... ., <br />OTHER FILL APPROVED BY MANAGER v a > °`� <br />TO BACKFILL ANCHOR TRENCH. <br />ANCHOR TRENCHES INTERNAL TO THE =-®m <br />VLF WILL BE BACKFILLED WITH SOIL <br />LINER FILL. <br />' I/ ALD <br />DISCLAIMER <br />AMEC EARTH AND ENVIRONMENTAL PRODUCED THE INFORMATION PRESENTED ON <br />THIS DRAWING THROUGH THE USE OF TECHNICAL INFORMATION AND PRACTICAL <br />EXPERIENCE SPECIFIC TO ITS EFFORTS. RECEIVING THIS DRAWING DOLES NOT <br />GUARANTEE ANY RIGHTS TO SUCH TECHNICAL INFORMATION AND PRACTICAL <br />EXPERIENCE. ANY ALTERATION OR ADAPTATION OF THE DATA OR CONTENTS OF <br />THIS DRAWING SHALL BE AT USER'S SOLE RISK AND WITHOUT ANY LIABILITY OR <br />LEGAL RESPONSIBILITY TO AMEC EARTH AND ENVIRONMENTAL. <br />CLIENT CRIPPLE CREEK AND VICTOR <br />PROJECT GOLD MINING COMPANY <br />TITLE <br />PHASE 4 B/C TRIANGLE PROJECT <br />LINER DETAILS <br />amec* <br />EARTH AND ENVIRONMENTAL <br />DESIGNED BY <br />DRAWN BY <br />JFL ICHECKED BY I JNM <br />ALD <br />1125M228 <br />APPROVED BY JFL <br />DRAWING No. REV <br />A100 0 <br />