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1.4 <br />FUTURE ,1 <br />ORE SURFACE <br />SAFETY BERM <br />/ v <br />il `-'' Syr <br />2' DRAIN COVER FILL (TYP.) j <br />1' SOIL LINER FILL (TYP.) / <br />ALT. 1 <br />3' _ 3' <br />�- <br />1 STRUCTURAL FILL <br />1.3 <br />EXISTING OVERBURDEN SLOPE STRUCTURAL FILL (TYP.) <br />5 ; <br />i <br />DRAIN COVER FILL BENCH <br />1.6 \ O <br />0 <br />z <br />W <br />x <br />R <br />Q <br />U <br />N <br />F <br />O <br />J <br />a <br />80 mil SINGLE -SIDED <br />TEXTURED (TEXTURED <br />FACE DOWN) LLDPE <br />GEOMEMBRANE (TYP.) <br />PREPARED SUBGRADE <br />- 3' -` <br />GEOTEXTILE <br />ALT. 2 ALT. 3 ALT. 4 <br />I Y N OVERBURDEN STORAGE AREA SLOPE PREPARATION <br />�21 (AS DETERMINED BY ENGINEER, SEE NOTE 1) <br />NTS <br />20' -- - 15' � ' <br />/ O <br />2 � <br />BARREN PIPE 1 1 <br />DIA. VARIES <br />V -- 80 mil SINGLE -SIDED <br />TEXTURED (TEXTURED <br />FACE DOWN) LLDPE <br />GEOMEMBRANE (TYP.) <br />1' MINIMUM <br />SOIL LINER FILL <br />PREPARED SUBGRADE <br />Q PIPE BENCH DETAIL <br />A205 (AS DETERMINED BY ENGINEER) <br />NTS <br />2' DRAIN COVER FILL <br />NOTES: <br />ORIGINAL GROUND SURFACE - <br />ACCESS /HAUL ROAD _- �' <br />-'' (j TEMPORARY 1 <br />DIVERSION CHANNEL -5 <br />SEE DRAWINGS A500 A5 <br />- 60 <br />l <br />Tj <br />2.5 (TYP.) <br />2.5 TYP. PREPARED <br />STRUCTURAL FILL �..._ i/ SUBGRADE <br />1' MINIMUM 1 _ <br />SOIL LINER FILL A220 <br />BEFORE EXTENSION <br />GEOTEXTILE <br />GEOGRID ACCESS /HAUL ROAD - -- 2' MINIMUM DRAIN <br />COVER FILL <br />J12 TYP. <br />STRUCTURAL FILL <br />�1 1' MINIMUM / <br />2,5 TYP, SOIL LINER FILL \ <br />FUSION <br />WELD \ \ <br />2 <br />A220 <br />AFTER EXTENSION <br />1. OVERBURDEN STORAGE AREA SLOPE PREPARATION ALTERNATIVE <br />TO BE DETERMINED BY ENGINEER. <br />P y P )INTERIM ANCHOR TRENCH <br />!05AA210J NTS <br />