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1.5' SAFETY BERM <br />(SEE NOTE 2) <br />MINI <br />1 RANDOM FILL <br />♦~2'�i <br />Vim; <br />GEOCOMPOSITE LINER <br />I\ � SEE DETAIL 2 <br />1 ANCHOR TRENCH TYPICAL DETAIL <br />lOO SCALE: 0.5" = 2' <br />EXTRUSION WELD <br />,__OVERLAP (Typ) <br />GEOCOMPOSITE INER 6" (MIN) <br />SEE DETAIL <br />4 TYPICAL FILLET EXTRUSION WELD <br />I2O NTS <br />FILLET EXTRUSION WELD <br />SEE DETAIL <br />4 <br />A120 <br />GEOCOMPOSITE LINER <br />SEE DETAIL <br />20 :e <br />GEOCOMPOSITE LINER <br />SEE DETAIL <br />5 <br />FILLET EXTRUSION WELD A120 <br />SEE DETAIL <br />4 <br />GEOMEMBRANE A120 <br />PIPE BOOT <br />SILICONE VARIES <br />SEALANT <br />STAINLESS STEEL <br />CLAMP <br />A <br />PVC PIPE <br />VARIES " (BY OTHERS) <br />FINISHED GRADE <br />GEOCOMPOSITE LINER <br />SEE DETAIL <br />5 <br />A120 <br />EXISTING AI..,. ... <br />TRENCH <br />^" ^" ^ION WELD 4 <br />TAIL A120 <br />EXISTING LLDPE <br />GEOMEMBRANE LINER <br />2 TYPICAL TRANSITION DETAIL <br />LOO NTS <br />III - III - - -I I I <br />VARIES I I!- III - III- srRUCTURAL FILL I -1 I I -I <br />80 mil LLDPE GEOMEMBRANE <br />V IES TEXTURED TOP AND BOTTOM <br />24" MIN DRAIN COVER <br />FILL GEOCOMPOSITE CLAY LINER <br />FINISHED SUBGRADE <br />/ 5 \ TYPICAL GEOCOMPOSITE LINER DETAIL <br />TI SCALE: 0.5" = 2' <br />FINISHED GRADE <br />SECTION A <br />7 GEOMEMBRANE PIPE BOOT DETAIL <br />lOO NTS <br />OVER <br />4' (MIN) <br />FUSION WELD <br />GEOCOMPOSITE LINER (TYP)/ \ <br />SEE DETAIL <br />5 � <br />AIR CHANNEL <br />r3'� TYPICAL HOT WEDGE DOUBLE TRACK FUSION WELD <br />I2O NTS <br />SILICONE SEALANT <br />STAINLESS STEEL <br />BATTEN STRIP <br />1 3/8' x 1/4' j <br />STAINLESS STEEL 3/8' x 3 3/4" <br />WEDGE ANCHOR BOLT (TYP) i <br />PLACEMENT: 6' O.C. SPACING <br />MINIMUM 3" BELOW TOP EDGE <br />OF CONCRETE <br />1 <br />1 <br />1 <br />\ <br />\ <br />NEOPRENE GASKET - <br />1 1/2" x 1/4" - BOTH <br />SIDES OF GEOMEMBRANE <br />GEOMEMBRANE LINER - <br />CONCRETE. SURFACE\ <br />a (SEE NOTE 1). \\ <br />'T, \ <br />\ c \ <br />1 <br />I <br />1 <br />I <br />I <br />y <br />p v ✓ <br />6 GEOMEMBRANE TO CONCRETE CONNECTION DETAIL <br />IEMBRANE LOO NTS <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. 1;1 BERM TO BEE P�LA,CED` TOP OF C� RE 0 L� <br />PIPE <br />OTHERS) <br />REVISED ANCHOR TRENCH DETAIL <br />RE- ISSUED FOR CONSTRUCTION <br />ISSUED FOR CONSTRUCTION <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 RIGHTS 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 />365 O v <br />DIVA \_ v' <br />CLIENT <br />CRIPPLE CREEK & VICTOR GOLD MINING COMPANY <br />PROJECT <br />PROCESS SOLUTION ENHANCEMENT SYSTEM <br />TITLE <br />PSES LINER EXTENSION DETAILS <br />DESIGNED BY CAS CHECKED BY MEN <br />ame DRAWN BY CAS APPROVED MEN <br />FILENAME RAW14 ING No RE1 <br />1550 -A120 A120 1 <br />