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.I <br />C <br />K <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 />80 mil SINGLE <br />SIDED TEXTURED <br />(TEXTURE FACE DOWN) <br />LLDPE GEOMEMBRANE <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 />j C <br />O � �' <br />MINIMUM <br />l <br />1 2' MINIMUM <br />i <br />1' <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 />3� MINIMUM <br />2' MINIMUM <br />DRAIN COVER ' <br />FILL <br />1' MINIMUM L-•• / <br />SOIL LINER FILL ` �� �' MINIMUM <br />A290 <br />)RE STORAGE AREA ANCHOR TRENCH <br />NTS <br />3' MINIMUM OVERLAP <br />REMOVE DRAIN COVER FILL <br />FOR GE CONNECEMBRT ON 80 mil SINGLE -SIDED TEXTURED <br />(TEXTURE FACE <br />LLDPE GEOMEMBRANE) <br />3 OO O OO O aOO O 000 OOH, 2' MINIMUM <br />A23 00 Oc O 000 00 00� DRAIN <br />�oO00o��0oOOn OOO COVER FILL <br />3' MINIMUM <br />' 1' MINIMUM SOIL <br />EXTRUSION : / <br />WELD 80 mil SINGLE -SIDED TEXTURED LINER FILL <br />L. TEXTURE FACE: DOWN) <br />EXISTING LLDPE (LLDPE GEOMEMBRANE <br />GEOMEMBRANE - 2' MINIMUM "SEE NOTE 1) <br />STRUCTURAL FILL OR EXTRUSION <br />PREPARED FOUNDATION NATURAL GROUND WELD <br />SURFACE FOR SOIL LINER <br />EXTRUSION WELD DETAIL AFTER OPTIONAL <br />2 PHASED LINER CONNECTION SECTION 3 REMOVAL OF INTERIM ANCHOR TRENCH <br />A2 3O NTS A23O NTS <br />80 mil SINGLE TEXTURED <br />(TEXTURED FACE DOWN) <br />LLDPE GEOMEMBRANE <br />O , <br />0 0 0 <br />2' DRAIN <br />COVER FILL <br />1' SOIL LINER FILL O 1/�' n �I <br />- ... . — ... — <br />� r <br />- 80 mil SINGLE TEXTURED <br />(TEXTURED FACE DOWN) <br />D VLF TYPICAL SECTION r -- LLDPE GEOMEMBRANE <br />k <br />A22O NTS <br />PREPARED SUBGRADE <br />1VARIES /.••�� / ' 2' DRAIN COVER FILL (TYP.) <br />1' SOIL LINER FILL (TYP.) <br />ALT. 1 <br />4' MINIMUM DRAIN COVER 3' - _ _ 3' 3' <br />FILL FROM UNLEACHED ORE <br />CONDITIONS IN CUT 1 / \\ s �y � . • /• � / . /• � / /•• � <br />2 MINIMUM f <br />DRAIN 1.5 <br />C, 1.3 <br />COVER FILL j <br />15' MINIMUM 1' MINIMUM / ��� <br />EXISTING OVERBURDEN SLOPE STRUCTURAL FILL (TYP.)- GEOTEXTILE <br />{ 2.5 , - - -- GEOGRID <br />0��� �, i 1 1 GEOTEXTILE <br />2 FILL ALT. 2 ALT. 3 ALT. 4 <br />2.5 FILL <br />PREPARE 2' MINIMUM STRUCTURAL : �1 <br />D FILL BERM OR NATURAL <br />suecRADE 1 GROUND E <br />CONDITION OVERBURDEN STORAGE AREA SLOPE PREPARATION <br />1' MINIMUM SOIL A290 S IN FILL <br />LINER FILL A22O NTS <br />80 mil TEXTURED <br />SINGLE SIDED <br />(TEXTURE FACE DOWN) <br />LLDPE GEOMEMBRANE <br />,TYPICAL EXTERIOR ANCHOR TRENCH :DETAIL <br />NTS <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 />