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REMOVE DRAIN COVER FILL <br />FOR GEOMEMBRANE <br />CONNECTION <br />FUSION Y BACKFILL <br />WELD (SEE NOTE 1) <br />3' <br />3' MINIMUM <br />2' MINIMUM DRAIN COVER FILL TO BE <br />'=_.; .^-"•� - \ <br />1' MINIMUM <br />SOIL LINER FILL <br />2' MINIMUM <br />PLACED OVER GEOMEMBRANE <br />i �; •'`. ='%°=7;;: 3' MINIMUM <br />mil DOUBLE <br />BLOLDPE <br />I\ <br />J�••'"'``•�/ <br />TEXTURED GEOMEM RIANDE <br />1 O <br />� <br />BACKFILL (SEE NOTE 1) <br />OOO <br />oO <br />EXISTING LLDPE / <br />GEOMEMBRANE �\ <br />2' MINIMUM��-F� <br />2 <br />GRACE- <br />RADE <br />3' MINIMUM <br />1' MINIMUM J \� �� 2" MINIMUM <br />SOIL LINER FILL <br />2' MINIMUM DRAIN COVER FILL TO BE <br />PLACED OVER GEOMEMBRANE <br />80 mil DOUBLE SIDED <br />TEXTURED LLDPE GEOMEMBRANE <br />� BACKFILL (SEE NOTE 1) <br />2" MINIMUM <br />DRAIN <br />COVER FILL <br />80 mil DOUBLE SIDED TEXTURED <br />LLDPE GEOMEMBRANE <br />1" MINIMUM <br />SOIL LINER FILL <br />2 2 2 PHASED LINER CONNECTION SECTION <br />A220 A230 A240 NTS <br />PREPARED <br />SUBGRADE <br />1' MINIMUM SOIL <br />LINER FILL <br />80 mil DOUBLE SIDED <br />TEXTURED LLDPE <br />GEOMEMBRANE <br />PERIMETER ROAD <br />15' MINIMUM <br />MINIMUM <br />A220 A220 <br />EXISTING GEOMEMBRANE <br />PREPARED FOUNDATION <br />SURFACE FOR SOIL LINER FILL <br />3 3 FUSION WELD DETAIL AFTER OPTIONAL <br />'A220 A260 REMOVAL OF INTERIM ANCHOR TRENCH <br />NTS <br />CONDITIONS IN CUT <br />1.5 <br />1�/ <br />1' MINIMUM / <br />2.5 <br />1� 1F SEE DRAWINGS A550 <br />2 (FILL) FOR DIVERSION <br />2.5 (CUT) CHANNEL SECTION <br />2 <br />\ �1 <br />CONDITIONS IN FILL <br />2' MINIMUM <br />DRAIN <br />COVER FILL <br />I' MINIMUM SOIL <br />LINER FILL <br />i <br />3LE SIDED TEXTURED <br />EMBRANE <br />80 mil DOUBLE <br />SIDED TEXTURED <br />LLDPE GEOMEMBRANE <br />f <br />,2' MINIMUM DRAIN <br />COVER FILL <br />F r l OSA LINER SECTION <br />A200 A210 NTS <br />1' SOIL LINER FILL <br />1 1 1 ORE STORAGE AREA ANCHOR TRENCH D D D D D D TYPICAL PERIMETER DETAIL <br />A220 A230 A550' <br />NTS A200 A210 A244 A245 A246 A248 NTS <br />''�• <br />NOTES: Eti <br />HAUL ROAD/ f ' <br />CONSTRUCTION BENCH 1. COMPACTED SOIL LINER FILL OR OTHER FILL APPROVED BY <br />(SEE NOTE 3) 1 THE MANAGER TO BACKFILL ANCHOR TRENCH. ANCHOR 3 .7 c {{{fffo���: <br />J TRENCHES INTERNAL TO THE VLF WILL BE BACKFILLED WITH <br />2 <br />DRAIN O O CONDITIONS IN CUT 1 5 SOIL LINER FILL FOR THE UPPER 1FT (MIN.). <br />COVER FILL aOOO a�O �/ J 2. REFER TO PROJECT SPECIFICATIONS REGARDING MINIMUM DRAIN •;_�� '�• <br />O oOOOOoo l O O O 1 COVER FILL DEPTHS FOR WORKING OVER GEOSMOUNTED <br />THETICSIPME AND ..• <br />1' MINIMUM / � PIPING WITH RUBBER TIRE OR TRACK MOUNTED EQUIPMENT. <br />141L �2.9(CUT) 2 \ CLIENT CRIPPLE CREEK &VICTOR <br />GOLD MINING COMPANY <br />PREPAREDV <br />DE;,z-.- / <br />suecRA\ SQUAW GULCH VLF <br />1' MINIMUM PROJECT <br />SOIL � ���' // � � / <br />LINER FILL \ CONDITIONS IN FILL <br />) TITLE <br />BO mil DOUBLE SIDED 22q' I MEN VALLEY LEACH FACILITY <br />TEXTURED LLDPE GEOMEMBRANE J 1 08/15/13REVISED NOTES - RE-11SIEC FOR CONSTRICTION PBS SECTIONST AND^ DETAILS <br />TYPICAL HAUL ROAD/CONSTRUCTION BENCH DETAIL <br />NTS <br />3' MINIMUM <br />1' MINIMUM <br />SOIL LINER FILL <br />2' MINIMUM <br />80 mil DOUBLE SIDED TEXTURED <br />LLDPE GEOMEMBRANE <br />1" MINIMUM <br />SOIL LINER FILL <br />2 2 2 PHASED LINER CONNECTION SECTION <br />A220 A230 A240 NTS <br />PREPARED <br />SUBGRADE <br />1' MINIMUM SOIL <br />LINER FILL <br />80 mil DOUBLE SIDED <br />TEXTURED LLDPE <br />GEOMEMBRANE <br />PERIMETER ROAD <br />15' MINIMUM <br />MINIMUM <br />A220 A220 <br />EXISTING GEOMEMBRANE <br />PREPARED FOUNDATION <br />SURFACE FOR SOIL LINER FILL <br />3 3 FUSION WELD DETAIL AFTER OPTIONAL <br />'A220 A260 REMOVAL OF INTERIM ANCHOR TRENCH <br />NTS <br />CONDITIONS IN CUT <br />1.5 <br />1�/ <br />1' MINIMUM / <br />2.5 <br />1� 1F SEE DRAWINGS A550 <br />2 (FILL) FOR DIVERSION <br />2.5 (CUT) CHANNEL SECTION <br />2 <br />\ �1 <br />CONDITIONS IN FILL <br />2' MINIMUM <br />DRAIN <br />COVER FILL <br />I' MINIMUM SOIL <br />LINER FILL <br />i <br />3LE SIDED TEXTURED <br />EMBRANE <br />80 mil DOUBLE <br />SIDED TEXTURED <br />LLDPE GEOMEMBRANE <br />f <br />,2' MINIMUM DRAIN <br />COVER FILL <br />F r l OSA LINER SECTION <br />A200 A210 NTS <br />1' SOIL LINER FILL <br />1 1 1 ORE STORAGE AREA ANCHOR TRENCH D D D D D D TYPICAL PERIMETER DETAIL <br />A220 A230 A550' <br />NTS A200 A210 A244 A245 A246 A248 NTS <br />''�• <br />NOTES: Eti <br />HAUL ROAD/ f ' <br />CONSTRUCTION BENCH 1. COMPACTED SOIL LINER FILL OR OTHER FILL APPROVED BY <br />(SEE NOTE 3) 1 THE MANAGER TO BACKFILL ANCHOR TRENCH. ANCHOR 3 .7 c {{{fffo���: <br />J TRENCHES INTERNAL TO THE VLF WILL BE BACKFILLED WITH <br />2 <br />DRAIN O O CONDITIONS IN CUT 1 5 SOIL LINER FILL FOR THE UPPER 1FT (MIN.). <br />COVER FILL aOOO a�O �/ J 2. REFER TO PROJECT SPECIFICATIONS REGARDING MINIMUM DRAIN •;_�� '�• <br />O oOOOOoo l O O O 1 COVER FILL DEPTHS FOR WORKING OVER GEOSMOUNTED <br />THETICSIPME AND ..• <br />1' MINIMUM / � PIPING WITH RUBBER TIRE OR TRACK MOUNTED EQUIPMENT. <br />141L �2.9(CUT) 2 \ CLIENT CRIPPLE CREEK &VICTOR <br />GOLD MINING COMPANY <br />PREPAREDV <br />DE;,z-.- / <br />suecRA\ SQUAW GULCH VLF <br />1' MINIMUM PROJECT <br />SOIL � ���' // � � / <br />LINER FILL \ CONDITIONS IN FILL <br />) TITLE <br />BO mil DOUBLE SIDED 22q' I MEN VALLEY LEACH FACILITY <br />TEXTURED LLDPE GEOMEMBRANE J 1 08/15/13REVISED NOTES - RE-11SIEC FOR CONSTRICTION PBS SECTIONST AND^ DETAILS <br />TYPICAL HAUL ROAD/CONSTRUCTION BENCH DETAIL <br />NTS <br />