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0 <br />n <br />a <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 />2' MINIMUM ' <br />DRAIN COVER ✓ <br />FILL <br />1' MINIMUM <br />SOIL LINER FILL <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' <br />3' MINIMUM <br />�J <br />\` 2' MINIMUM <br />ME <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, / - <br />GRADES � <br />MINIMUM <br />I i <br />I I / <br />2'/ MINIMUM <br />2 <br />A230 <br />ORE 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 />I <br />PREPARED <br />SUBGRADE <br />1' MINIMUM SOIL 1 <br />LINER FILL 230 <br />80 mil TEXTURED <br />SINGLE SIDED <br />(TEXTURE FACE DOWN) <br />LLDPE GEOMEMBRANE <br />15' UI1dIW uA - <br />CONDITIONS IN CUT <br />1' MINIMUM <br />2.5 <br />1� 1F <br />2 (FILL) <br />2.5 (CUT) <br />1.5 / <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 />III�I ��YII{1 ■II�I�lil�l�4illf<II YII�I� ��Iu i� Iilaflf�Y�l�IiN�li1 liu�lu��l�l ri <br />NTS <br />REMOVE DRAIN COVER FILL <br />FOR GEOMEMBRANE <br />CONNECTION <br />1 <br />A230 \ <br />EXTRUSION I <br />WELD <br />- 80 mil SINGLE -SIDED TEXTURED <br />(TEXTURE FACE DOWN) <br />LLDPE GEOMEMBRANE <br />3' MINIMUM <br />EXISTING LLDPE A <br />GEOMEMBRANE <br />2' MINIMUM —-� BACKFILL (SEE NOTE 1) <br />i PHASED LINER CONNECTION SECTION <br />A230 Nrs <br />80 mil SINGLE TEXTURED <br />(TEXTURED FACE DOWN) <br />LLDPE GEOMEMBRANE <br />2' DRAIN <br />COVER FILL <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 />D VLF TYPICAL SECTION , --- �, /�'� <br />A220 Nr5 � X;- <br />VARIES <br />i <br />3. <br />3 - <br />/ <br />2' MINIMUM <br />DRAIN <br />COVER FILL <br />- - _ _I <br />' MINIMUM SOIL <br />LINER FILL <br />!USION <br />wuo <br />EXTRUSION WELD DETAIL AFTER OPTIONAL <br />REMOVAL OF TNTFRTU A AT01tinn <br />NTS <br />NOTES: <br />I. 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 UNER 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 />y <br />l <br />ALT. 1 <br />ALT. 2 <br />E OVERBURDEN STORAGE AREA SLOPE PREPARATION <br />320 <br />NTS <br />B 3/14/08 ISSUED FOR PERMITTING DTW <br />DTW <br />A 2/15/08 ISSUED FOR CLIENT REVIEW DISCLAIMER JFL <br />ALD <br />SMITH WILLIAMS CONSULTANTS, INCPO PRODUCED THE INFORMATION PRESENTED <br />PRACTICAL EXPERIE CEOSPECI CE TO ITS EFFORTS. ECEIVINGATHIS DRAWING <br />DOES NOT GUARANTEE ANY RIGHTS TO SUCH TECHNICAL INFORMATION AND <br />PRACTICAL EXPERIENCE. ANY ALTERATION OR ADAPTATION OF THE DATA OR <br />CONTENTS OF THIS DRAWING SHALL BE AT USER'S SOLE RISK AND WITHOUT <br />ANY LIABILITY OR LEGAL RESPONSIBILITY TO SMITH WILLIAMS CONSULTANTS, INC <br />- UtUItXTILE <br />GEOTEXTILE - GEOGRID <br />ALT. 3 <br />CLIENT CRIPPLE CREEK & VICTOR <br />GOLD MINING COMPANY <br />PROJECT <br />PHASE 5 VLF <br />TITLE <br />VALLEY LEACH FACILITY <br />SECTIONS AND DETAILS <br />mW <br />SMITH WILLUMS CONSULTANTS, INC <br />Englewood, Cok,rado Elko, Nevada <br />Phone: 303 -033 -0262 Phone: 775- 776.3200 <br />DESIGNED BY JFL <br />DRAWN BY AJM <br />FILENAME <br />1125D106 <br />APR 1 5 2003 <br />r7 _ <br />C�: <br />i a r-V r <br />CHECKED BY DTW <br />APPROVED BY RMS <br />WING No REV <br />A230 8 <br />