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80 mil SINGLE — <br />SIDED TEXTURED <br />(TEXTURE FACE DOWN) <br />LLDPE GEOMEMBRANE <br />2' MINIMUM <br />DRAIN COVER <br />FILL <br />1' MINIMUM <br />SOIL LINER FILL <br />80 mil SINGLE <br />SIDED TEXTURED <br />(TEXTURE FACE DOWN) <br />LLDPE GEOMEMBRANE <br />2' MINIMUM \ <br />DRAIN COVER \`, <br />FILL <br />1' MINIMUM <br />SOIL LINER FILL <br />F <br />4' MINIMUM DRAIN <br />COVER FILL FROM <br />UNLEACHED ORE <br />3' MINIMUM j; <br />r <br />Lm <br />s <br />4' MINIMUM DRAIN <br />COVER FILL FROM <br />UNLEACHED ORE <br />DRAIN COVER FILL TO BE <br />PLACED OVER GEOMEMBRANE <br />SEE NOTE 1 <br />2' MINIMUM <br />DRAIN COVER FILL TO BE <br />PLACED OVER GEOMEMBRANE <br />i- SEE NOTE 1 <br />- 2 <br />�...._..._.,:.._... 518► � <br />I 31 MINIMUM <br />I � <br />I / <br />i <br />�'/' MINIMUM <br />A230 <br />STORAGE AREA ANCHOR TRENCH <br />NTS <br />4' MINIMUM DRAIN COVER <br />FILL FROM UNLEACHED ORE <br />2' MINIMUM <br />DRAIN <br />COVER FILL <br />�Ono� <br />PREPARED <br />SUBGRADE <br />1' MINIMUM SOIL 1 <br />LINER FILL A230 <br />80 mil TEXTURED <br />SINGLE SIDED <br />(TEXTURE FACE DOWN) <br />LLDPE GEOMEMBRANE <br />15' MINIMUM <br />CONDITIONS IN CUT <br />1.5 <br />1' MINIMUM / <br />2.5 <br />2 (FILL) <br />2.5 (CUT) <br />2 <br />2' MINIMUM STRUCTURAL �1 <br />FILL BERM OR NATURAL <br />GROUND \ <br />CONDITIONS IN FILL <br />TYPICAL EXTERIOR ANCHOR TRENCH DETAIL <br />NTS <br />REMOVE DRAIN COVER FILL <br />FOR GEOMEMBRANE <br />CONNECTION <br />80 mil SINGLE –SIDED TEXTURED <br />(TEXTURE FACE DOWN) <br />LLDPE GEOMEMBRANE <br />� 3' MINIMUM <br />EXTRUSION /' <br />WELD - - <br />EXISTING LLDPE <br />GEOMEMBRANE <br />2' MINIMUM – L BACKFILL (SEE NOTE 1) <br />LINER CONNECTION SECTION <br />NTS <br />80 mil SINGLE TEXTURED <br />(TEXTURED FACE DOWN) <br />LLDPE GEOMEMBRANE <br />2' DRAIN <br />COVER FILL <br />VLF TYPICAL SECTION <br />NTS <br />1.3 <br />1' SOIL LINER FILL <br />80 mil SINGLE —SIDED TEXTURED <br />(TEXTURE FACE DOWN) <br />LLDPE GEOMEMBRANE <br />PREPARED FOUNDATION <br />SURFACE FOR SOIL LINER <br />i <br />i <br />3' MINIMUM OVERLAP <br />°� �000000�0 <br />00 O � 000 Oo Oo° <br />V\ STRUCTURAL FILL OR <br />NATURAL GROUND <br />2' MINIMUM <br />DRAIN <br />COVER FILL <br />1' MINIMUM SOIL <br />LINER FILL <br />EXTRUSION <br />WELD <br />EXTRUSION WELD DETAIL AFTER OPTIONAL <br />REMOVAL OF INTERIM ANCHOR TRENCH <br />NTS <br />2' DRAIN COVER FILL (TYP.)/ <br />1' SOIL LINER FILL (TYP.) <br />ALT. 1 <br />– – – – – – – EXISTING OVERBURDEN SLOPE STRUCTURAL FILL (TYP.) <br />NOTES: <br />1. COMPACTED SOIL LINER FILL OR OTHER <br />FILL APPROVED BY MANAGER TO <br />BACKFILL ANCHOR TRENCH. ANCHOR <br />TRENCHES INTERNAL TO THE VLF WILL <br />BE BACKFILLED WITH SOIL LINER FILL. <br />2. REFER TO PROJECT SPECIFICATIONS <br />REGARDING MINIMUM DRAIN COVER FILL <br />DEPTHS FOR WORKING OVER <br />GEOSYNTHETICS AND PIPING WITH <br />RUBBER TIRE OR TRACK MOUNTED <br />EQUIPMENT. <br />3' <br />3 <br />ALT. 2 ALT. 3 <br />OVERBURDEN STORAGE AREA SLOPE PREPARATION <br />NTS <br />3 08/26/11 ISSUED FOR RECORD OF CONSTRUCTION <br />1211/15/10 ISSUED FOR RECORD OF CONSTRUCTION <br />/29/09 RE— ISSUED FOR CONSTRUCTION <br />CIIJENT <br />PROJECT <br />JNM <br />JNM <br />JFL TITLE <br />JNM <br />JNM <br />9/15/08 ISSUED FOR CONSTRUCTION JFL <br />DISCLAIMER aLD <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 />80 mil SINGLE TEXTURED <br />(TEXTURED FACE DOWN) <br />LLDPE GEOMEMBRANE <br />(TYP.) <br />PREPARED SUBGRADE <br />3' <br />GEOTEXTILE <br />GEOTEXTILE GEOGRID <br />ALT. 4 <br />CRIPPLE CREEK & VICTOR <br />GOLD MINING COMPANY <br />PHASE 5 VLF <br />VALLEY LEACH FACILITY <br />SECTIONS AND DETAILS <br />DESIGNED BY JFL CHECKED BY JNM <br />DRA=BY AJM APPROVED BY KFM <br />amec FILENAME DRAWING No REV <br />1125D106 A250 3 <br />