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1.5' SAFETY BERM <br />(SEE NOTE 2) <br />MINA <br />GEOCOMPOSTFE LINER <br />SEE DETAIL <br />d�y �� <br />SOIL LINER FILL <br />2 \ <br />LLANCHOR TRENCH TYPICAL DETAIL <br />100 NTS <br />EXTRUSION WELD <br />OVERLAP (TYP) <br />GEOCOMPOSITE LINER - 6' (MIN) <br />SEE DETAIL <br />5 <br />r 4 1 TYPICAL FILLET EXTRUSION WELD <br />AL20 NTS <br />FILLET EXTRUSION WELD <br />SEE DETAIL' <br />(4o <br />GEOCOMPOSrTE LINER <br />SEE DETAIL- - <br />Alzo <br />GEOCOMPOSTE LINER -� <br />SEE DETAIL <br />6 <br />FILLET EXTRUSION WELD A120 <br />SEE DETAIL <br />4 <br />GEOMEMBRANE 120 \ <br />PIPE BOOT <br />SILICONE VARIES <br />SEALANT 1F <br />STAINLESS STEEL <br />CLAMP <br />A <br />PVC PIPE <br />1VARIES - - (BY OTHERS) <br />FINISHED GRADE <br />GEOCOMPOSITE LINER <br />SEE DETAIL <br />5 <br />A120 <br />EXISTING A. ,, ,. <br />TRENCH <br />(2) TYPICAL TRANSITION DETAIL <br />100 NTS <br />CT 15 I I <br />VARIES �CTURAL FILL <br />1 80 mil LLDPE GEOMEMBRANE <br />x ARIES TEXTURED TOP AND BOTTOM <br />24' MIN <br />N---COVER <br />LFILL GEOCOMPOSITE CLAY LINER <br />FINISHED SUBGRADE <br />5 TYPICAL GEOCOMPOSITE LINER DETAIL <br />100 NTS <br />FINISHED GRADE <br />SECTION A <br />7 GEOMEMBRANE PIPE BOOT DETAIL <br />100 NTS <br />JSION WELD <br />)ETAIL e120 <br />DUSTING LLDPE <br />GEOMEMBRANE LINER <br />L» >ILLL U:L <br />6 ERLAP _I <br />4' (MIN) <br />FUSION WELD <br />GEOCOMPOSITE LINER O <br />SEE DETAIL <br />5 <br />slza <br />AIR CHANNEL <br />3 TYPICAL HOT WEDGE DOUBLE TRACK FUSION WELD <br />120 NTS <br />SILICONE SFPIANT <br />STAINLESS STEEL <br />BATTEN STRIP <br />1 3/8' x 1/4' <br />STAINLESS STEEL 318' x 3 3/4' <br />WEDGE ANCHOR BOLT (TYP) T <br />PLACEMENT: 6' O.C. SPACING <br />MINIMUM 3' BELOW TOP EDGE <br />OF CONCRETE <br />I <br />I <br />1 <br />1 <br />1 <br />1 <br />1 <br />NEOPRENE GASKET - <br />1 1/2' x 1/4' - BOTH <br />SIDES OF GEOMEMBRANE <br />GEOMEMBRANE LINER - <br />v \ <br />CONCRETE SURFACE \\ <br />a (SEE NOTE 1).�.p \� <br />p � <br />� I <br />.e a <br />Vi <br />i <br />a � <br />6 GEOMEMBRANE TO CONCRETE CONNECTION DETAIL <br />,MEMBRANE 100 NTS <br />BOOT <br />NEOPRENE GASKET <br />NOTES: <br />REVISED ANCHOR TRENCH —All <br />DEN <br />1. THE SURFACE OF THE WALL MAY NEED TO BE GROUTED <br />TO MAKE A SMOOTH SURFACE PRIOR TO INSTALLING THE <br />�GfS�` <br />RE -.SUED FOR CONSTRUCTION <br />BATTEN STRIP. AMEC FIELD REPRESENTATIVE SHALL <br />DETERMINE ANY AREAS NEEDING GROUT. <br />y ''•• <br />09/08/13 <br />2. SAFETY BERM TO BE PLACED AT TOP OF CREST ONLY. <br />DEGAS <br />PSES LINER EXTENSION DETAILS <br />9 65 O <br />?12 2 <br />RE- CONSTRUCTION <br />�1 <br />0 <br />SSI�NAL <br />IC PIPE <br />MEN <br />CAS <br />rr OTHERS) <br />CUENT CRIPPLE CREEK & VICTOR GOLD MINING COMPANY <br />PROJECT <br />PROCESS SOLUTION ENHANCEMENT SYSTEM <br />2 <br />09/24/13 <br />REVISED ANCHOR TRENCH —All <br />DEN <br />THE <br />RE -.SUED FOR CONSTRUCTION <br />GAS <br />1 <br />09/08/13 <br />55UEDCFOR <br />DEGAS <br />PSES LINER EXTENSION DETAILS <br />RE- CONSTRUCTION <br />0 <br />D8/28/13 <br />.SUED FOR CONSTRUCTION <br />MEN <br />CAS <br />DISCLAIMER <br />DESIGNED BY <br />CAS <br />CHECKED BY <br />MEN <br />AMEC PRODUCED THE INFORMATION PRESENTED ON THIS DRAWING THROUGH THE <br />- <br />USE OF TECHNICAL INFORMATION AND PRACTICAL EXPERIENCE SPECIFIC TO ITS <br />DRAWN BY <br />CAS <br />APPROVED BY <br />MEN <br />EFFORTS. RECEIVING THIS DRAWING DOES NOT GUARANTEE ANY RIGHTS TO SUCH <br />TECHNICAL INFORMATION AND PRACTICAL EXPERIENCE. ANY ALTERATION OR <br />FILENAME <br />RAWING N. <br />R EV <br />ADAPTATION WITHOUTAANY LIABILITY ORFLEGAL RESPONSIBIIUTY TO AMEC. SER'S <br />SOLE <br />1550 —A120 <br />A120 <br />2 <br />