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COMPACTED <br />RANDOM FILL <br />a <br />LO <br />0 2'x3' ANCHOR TRENCH <br />r <br />2.5 <br />i <br />NOTES: <br />0 <br />INSTALLATION <br />1. THE GCL MATERIAL SHALL NOT BE DEPLOYED OVER STANDING WATER OR DURING <br />Z HEAVY PRECIPITATION EVENTS. <br />2. 80 -mil LLDPE GEOMEMBRANE LINER CAN BE SINGLE -SIDED OR DOUBLE -SIDED. <br />0 <br />REV DATE DESCRIPTION CAD <br />1 06/18/15 REVISE NOTES ALM CS <br />--I <br />53.50' <br />21.0' <br />80 -mil LLDPE <br />GEOMEMBRANE LINER <br />IGEOSYNTH ETIC <br />CLAY LINER <br />EXISTING CONCRETE POND A <br />2.5 <br />1 <br />CONCRETE <br />COMPACTED <br />RANDOM FILL <br />2.5 <br />11 <br />2'x3' ANCHOR TRENCH <br />COMPACTED <br />RANDOM FILL <br />2.5 <br />2'x3' ANCHOR TRENCH <br />SECTION C -C <br />5 0 5 10 FT <br />HORIZONTAL <br />CLIENT PROVIDED BY <br />CRIPPLE CREEK & VICTOR GOLD MINING COMPANY <br />DISCLAIMER <br />AMEC FOSTER WHEELER PRODUCED THE INFORMATION PRESENTED ON <br />THIS DRAWING THROUGH THE USE OF TECHNICAL INFORMATION AND <br />PRACTICAL EXPERIENCE SPECIFIC TO ITS EFFORTS. RECEIVING THIS aIm l lec <br />DRAWING DOES NOT GUARANTEE ANY RIGHTS TO SUCH TECHNICAL <br />INFORMATION AND PRACTICAL EXPERIENCE. ANY ALTERATION OR foster <br />ADAPTATION OF THE DATA OR CONTENTS OF THIS DRAWING SHALL BE <br />AT USER'S SOLE RISK AND WITHOUT ANY LIABILITY OR LEGAL Wheeler <br />RESPONSIBILITY TO AMEC FOSTER WHEELER. <br />2.5 <br />11 <br />CONCRETE <br />5 0 5 10 FT <br />VERTICAL <br />ISSUED FOR <br />CONSTRUCTION <br />)RN BY I TITLE <br />a3i <br />DSN BY <br />ALM <br />CHK BY <br />ALM <br />APR BY <br />ALM <br />53.50' <br />21.0' <br />80 -mil LLDPE <br />GEOMEMBRANE LINER <br />GEOSYNTHETIC <br />CLAY LINER <br />EXISTING CONCRETE POND A <br />SECTION A -A <br />5 0 5 10 FT <br />HORIZONTAL <br />2.5 <br />1 �— <br />CONCRETE <br />5 0 5 10 FT <br />VERTICAL <br />— 53.50' <br />21.0' <br />80 -mil LLDPE <br />GEOMEMBRANE LINER <br />GEOSYNTHETIC <br />CLAY LINER <br />EXISTING CONCRETE POND B <br />2.5 <br />1 <br />SECTION B -B <br />5 0 5 10 FT 5 0 5 10 FT <br />HORIZONTAL VERTICAL <br />53.50' <br />21.0' <br />80 -mil LLDPE <br />GEOMEMBRANE LINER <br />GEOSYNTHETIC <br />CLAY LINER <br />EXISTING CONCRETE POND B <br />2'x3' ANCHOR TRENCH <br />SQUAW GULCH VALLEY LEACH FACILITY <br />UNDERDRAIIN POND LINER SYSTEM <br />(SHEET 1 OF 2) <br />COMPACTED <br />RANDOM FILL <br />2'x3' ANCHOR TRENCH <br />COMPACTED <br />RANDOM FILL <br />2'x3' ANCHOR TRENCH <br />COMPACTED <br />RANDOM FILL <br />L IC <br />• � O i � <br />.b4 325 <br />.� <br />• c�i <br />ONAL <br />RECEIVED <br />JUN 2 4 2015 <br />DWION OF RECLAMATION <br />MINING AND SPF ETY <br />ISSUED DATE <br />06/18/15 <br />PROJECT No. <br />74201125N <br />DRAWING No.REV <br />U100 1 <br />• <br />210 <br />40 <br />FT <br />2.5 <br />i <br />NOTES: <br />0 <br />INSTALLATION <br />1. THE GCL MATERIAL SHALL NOT BE DEPLOYED OVER STANDING WATER OR DURING <br />Z HEAVY PRECIPITATION EVENTS. <br />2. 80 -mil LLDPE GEOMEMBRANE LINER CAN BE SINGLE -SIDED OR DOUBLE -SIDED. <br />0 <br />REV DATE DESCRIPTION CAD <br />1 06/18/15 REVISE NOTES ALM CS <br />--I <br />53.50' <br />21.0' <br />80 -mil LLDPE <br />GEOMEMBRANE LINER <br />IGEOSYNTH ETIC <br />CLAY LINER <br />EXISTING CONCRETE POND A <br />2.5 <br />1 <br />CONCRETE <br />COMPACTED <br />RANDOM FILL <br />2.5 <br />11 <br />2'x3' ANCHOR TRENCH <br />COMPACTED <br />RANDOM FILL <br />2.5 <br />2'x3' ANCHOR TRENCH <br />SECTION C -C <br />5 0 5 10 FT <br />HORIZONTAL <br />CLIENT PROVIDED BY <br />CRIPPLE CREEK & VICTOR GOLD MINING COMPANY <br />DISCLAIMER <br />AMEC FOSTER WHEELER PRODUCED THE INFORMATION PRESENTED ON <br />THIS DRAWING THROUGH THE USE OF TECHNICAL INFORMATION AND <br />PRACTICAL EXPERIENCE SPECIFIC TO ITS EFFORTS. RECEIVING THIS aIm l lec <br />DRAWING DOES NOT GUARANTEE ANY RIGHTS TO SUCH TECHNICAL <br />INFORMATION AND PRACTICAL EXPERIENCE. ANY ALTERATION OR foster <br />ADAPTATION OF THE DATA OR CONTENTS OF THIS DRAWING SHALL BE <br />AT USER'S SOLE RISK AND WITHOUT ANY LIABILITY OR LEGAL Wheeler <br />RESPONSIBILITY TO AMEC FOSTER WHEELER. <br />2.5 <br />11 <br />CONCRETE <br />5 0 5 10 FT <br />VERTICAL <br />ISSUED FOR <br />CONSTRUCTION <br />)RN BY I TITLE <br />a3i <br />DSN BY <br />ALM <br />CHK BY <br />ALM <br />APR BY <br />ALM <br />53.50' <br />21.0' <br />80 -mil LLDPE <br />GEOMEMBRANE LINER <br />GEOSYNTHETIC <br />CLAY LINER <br />EXISTING CONCRETE POND A <br />SECTION A -A <br />5 0 5 10 FT <br />HORIZONTAL <br />2.5 <br />1 �— <br />CONCRETE <br />5 0 5 10 FT <br />VERTICAL <br />— 53.50' <br />21.0' <br />80 -mil LLDPE <br />GEOMEMBRANE LINER <br />GEOSYNTHETIC <br />CLAY LINER <br />EXISTING CONCRETE POND B <br />2.5 <br />1 <br />SECTION B -B <br />5 0 5 10 FT 5 0 5 10 FT <br />HORIZONTAL VERTICAL <br />53.50' <br />21.0' <br />80 -mil LLDPE <br />GEOMEMBRANE LINER <br />GEOSYNTHETIC <br />CLAY LINER <br />EXISTING CONCRETE POND B <br />2'x3' ANCHOR TRENCH <br />SQUAW GULCH VALLEY LEACH FACILITY <br />UNDERDRAIIN POND LINER SYSTEM <br />(SHEET 1 OF 2) <br />COMPACTED <br />RANDOM FILL <br />2'x3' ANCHOR TRENCH <br />COMPACTED <br />RANDOM FILL <br />2'x3' ANCHOR TRENCH <br />COMPACTED <br />RANDOM FILL <br />L IC <br />• � O i � <br />.b4 325 <br />.� <br />• c�i <br />ONAL <br />RECEIVED <br />JUN 2 4 2015 <br />DWION OF RECLAMATION <br />MINING AND SPF ETY <br />ISSUED DATE <br />06/18/15 <br />PROJECT No. <br />74201125N <br />DRAWING No.REV <br />U100 1 <br />