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1.5' SAFETY BERM <br />(SEE NOTE 2) <br />1 <br />--3' MINA <br />2' ,fin <br />SOIL LINER <br />VARIES GEOCOMPOSITE LINER <br />�1 <br />SEE DETAIL 6 <br />+1 <br />1 20 <br />1 ANCHOR TRENCH TYPICAL DETAIL <br />100 NTS <br />EXTRUSION WELD <br />_ OVERLAP _ _ (TYP) <br />GEOCOMPOSITE LINER 6' (MIN) <br />SEE DETAIL V <br />4 TYPICAL FILLET EXTRUSION WELD <br />12O NTS <br />FILLET EXTRUSION WELD <br />SEE DETAIL <br />4 <br />12 <br />GEOCOMPOSITE LINER <br />SEE DETAIL <br />12 <br />GEOCOMPOSRE LINER <br />SEE DETAIL <br />GEOCOMPOSITE LINER <br />SEE DETAIL <br />5 <br />AI 0 <br />EXISTING AT.... .,,. <br />TRENCH <br />2 TYPICAL TRANSITION DETAIL <br />100 NTS <br />SELECT <br />VARIES (I�— Iil_.,. STRUCTURAL FILL <br />—si <br />24' MIN DRAIN COVER <br />FILL / <br />80 mil LLDPE GEOMEMBRANE <br />TEXTURED TOP AND BOTTOM <br />GEOCOMPOSITE CLAY LINER <br />FINISHED SUBGRADE <br />r 5 1TYPICAL GEOCOMPOSITE LINER DETAIL <br />100 NTS <br />6 � <br />FILLET EXTRUSION WELD A120 <br />SEE DETAIL <br />GEOMEMBRANE Al2 <br />PIPE BOOT <br />SILICONE \ VARIES .�- <br />SEALANT <br />STAINLESS STEEL <br />CLAMP i ��- - FINISHED GRADE <br />FINISHED GRADE <br />PVC PIPE <br />(BY OTHERS) <br />ISION WELD 4 <br />)ETAIL 120 <br />EXISTING LLDPE <br />GEOMEMBRANE LINER <br />ASS STEEL CLAMP <br />SECTION A <br />7 GEOMEMBRANE PIPE BOOT DETAIL <br />lOO NTS <br />OVERLAP <br />6' (MAX) <br />4' (MIN) <br />FUSION WELD - <br />GEOCOMPOSITE LINER (TYP) \ <br />SEE DETAIL <br />2 � „ <br />\ -- AIR CHANNEL <br />3 TYPICAL HOT WEDGE DOUBLE TRACK FUSION WELD <br />120 NTS <br />SILICONE SEALANT <br />STAINLESS STEEL <br />BATTEN STRIP <br />1 3/8' x 1/4' <br />STAINLESS STEEL 3/8' x 3 3/4' <br />WEDGE ANCHOR BOLT (TYP) <br />PLACEMENT: 6' O.C. SPACING <br />MINIMUM 3' BELOW TOP EDGE <br />OF CONCRETE <br />i <br />CONCRETE SURFACE. <br />i� (SEE NOTE 1) <br />I <br />I <br />I <br />I <br />1 <br />\ <br />NEOPRENE GASKET J <br />1 1/2' x 1/4' — BOTH <br />SIDES OF GEOMEMBRANE <br />GEOMEMBRANE LINER <br />6 \ GEOMEMBRANE TO CONCRETE CONNECTION DETAIL <br />IEMBRANE LOO NIS <br />BOOT <br />NEOPRENE GASKET NOTES: <br />1. THE SURFACE OF THE WALL MAY NEED TO BE GROUTED <br />TO MAKE A SMOOTH SURFACE PRIOR TO INSTALLING THE <br />BATTEN STRIP. AMEC FIELD REPRESENTATIVE SHALL <br />DETERMINE ANY AREAS NEEDING GROUT. <br />2. SAFETY BERM TO BE PLACED AT TOP OF CREST ONLY. <br />PIPE <br />OTHERS) <br />2 09/24/13 REVISED ANCHOR TRENCH DETAIL rcn <br />RE— ISSUED FOR CONSTRUCTION G <br />1 09/06/13 REVISED ANCHOR TRENCH DETAIL MEN <br />RE— ISSUED FOR CONSTRUCTION G <br />0 08/28/13 ISSUED FOR CONSTRUCTION MEN <br />G <br />DISCLAIMER <br />AMEC PRODUCED THE INFORMATION PRESENTED ON THIS DRAWING THROUGH THE <br />USE OF TECHNICAL INFORMATION AND PRACTICAL EXPERIENCE SPECIFIC TO ITS <br />EFFORTS. RECEIVING THIS DRAWING DOES NOT GUARANTEE ANY RIGHTTS TO SUCH <br />TECHNICAL INFORMATION AND PRACTICAL EXPERIENCE. ANY ALTERATION OR <br />ADAPTATION OF THE DATA OR CONTENTS OF THIS DRAWING SHALL BE AT USER'S <br />SOLE RISK AND WITHOUT ANY LIABILITY OR LEGAL RESPONSIBILITY TO AMEC. <br />I CRIPPLE CREEK & VICTOR GOLD MINING COMPANY I <br />PROCESS SOLUTION ENHANCEMENT SYSTEM <br />PSES LINER EXTENSION DETAILS <br />DESIGNED BY CAS CHECKED BY MEN <br />amec DRAWN BY CAS APPROVED MEN <br />FILENAME RAWIN14 G No REV <br />1550 -A120 A120 2 <br />