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80 MIL TEXTURED <br />(TEXTURE FACE DOWN) <br />LLDPE GEOMEMBRANE <br />2' MIN. <br />DRAIN COVER FILL <br />1' MIN. <br />SOIL LINER FILL <br />80 MIL TEXTURED <br />(TEXTURE FACE DOWN) <br />LLDPE GEOMEMBRANE <br />2' MIN. <br />DRAIN COVER FILL <br />1' MIN. <br />SOIL LINER FILL <br />4' MIN. DRAIN <br />COVER FILL FROM - <br />NON- LEACHED ORE <br />3' MIN. <br />• k] <br />4' MIN. DRAIN <br />COVER FILL FROM - <br />NON- LEACHED ORE <br />f T[l(..... Y... / <br />DRAIN COVER FILL TO BE <br />PLACED OVER GEOMEMBRANE <br />COMPACT SOIL LINER FILL OR OTHER <br />FILL APPROVED BY MANAGER TO <br />BACKFILL ANCHOR TRENCH <br />GRADE <br />2' MIN. <br />DRAIN COVER FILL TO BE <br />PLACED OVER GEOMEMBRANE <br />COMPACT SOIL LINER FILL OR OTHER <br />FILL APPROVED BY MANAGER TO <br />BACKFILL ANCHOR TRENCH <br />GRADE <br />ORE STORAGE AREA ANCHOR TRENCH DETAIL <br />NOT TO SCALE <br />REMOVE DRAIN COVER FILL EXTRUSION WELD <br />FOR GEOMEMBRANE CONNECTION <br />N. 2 <br />NEW 80 MIL TEXTURED (TEXTURE SIDE DOWN) <br />LLDPE GEOMEMBRANE <br />3' <br />MIN. <br />LNEW VLF LINER SYSTEM <br />SEE DETAIL <br />2 <br />EXISTING LLDPE MIN. <br />GEOMEMBRANE BACKFILL (SEE NOTE 1) <br />NOTE: <br />1. MAINTAIN A MINIMUM OF 1' OF SOIL LINER <br />FILL AT TOP OF ANCHOR TRENCH. <br />6�PHASED LINER CONNECTION SECTION <br />NOT TO SCALE <br />PHASED PERIMETER ROAD b- DITCH SECTION <br />NOT TO SCALE <br />75' <br />CENTERS <br />(TYP.) <br />4" DIA. PCPE <br />HIGHWAY <br />GRADE <br />SOLUTION <br />COLLECTI� <br />PIPE <br />�� 2 MINY DRAIN <br />COVER FILL <br />1' MIN. SOIL <br />LINER FILL <br />80 MIL TEXTURED <br />�(TEXTURE FACE DOWN) <br />LLDPE GEOMEMBRANE <br />PREPARED FOUNDATION <br />SURFACE FOR SOIL <br />LINER FILL <br />NOTE: <br />1. REFER TO PROJECT SPECIFICATIONS REGARDING MINIMUM DRAIN <br />COVER FILL DEPTHS FOR WORKING OVER GEOSYNTHETICS AND <br />PIPING WITH RUBBER TIRE OR TRACK MOUNTED EQUIPMENT. <br />ORE STORAGE AREA LINER DETAIL <br />NOT TO SCALE <br />ORIGINAL GROUND SURFACE <br />ACCESS ROAD V -DITCH <br />1.5' ►�- <br />24.5' <br />1.5 <br />O ?� <br />NEW VLF LINER SYSTEM <br />SEE DETAIL e <br />7 .� <br />STRUCTURAL FILL <br />o % SEE DETAIL <br />0 , ` SEE DETAIL e <br />y� STRUCTURAL FILL 7 <br />l PREPARED SUBGRADE <br />VLF PHASED PERIMETER ANCHOR SECTION - BEFORE EXTENTION <br />EXISTING VLF <br />LINER SYSTEM <br />NOT TO SCALE <br />NEW VLF MAXIMUM <br />LINER 2.5H : 1V <br />SLOPE --� <br />SYSTEM 4 <br />SEE DETAIL <br />7 Wit( <br />n <br />PLACE STRUCTURAL FILL <br />IN ACCESS ROAD <br />SEE DETAIL <br />7 PREPARED SUBGRADE <br />VLF PHASED PERINAETER Al-IC14OR SECTION - AFTER EXTENSION <br />NOT TO SCALE <br />MAk <br />Permit # M- 1980 -244 <br />Amendement No. 8 March jd. 2000 <br />`, �lyK hQSE pIV �p r <br />�E LF SEC I Imo/ S AO E 1 /^1LS <br />IIIIIIIIIIII IIiIICIIIIIillllllllll <br />19511 <br />