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LINER ANCHOR <br />EL. 6819 (TVP.) <br />SEE DETAIL /, <br />NEW 6821.9 <br />FENCE <br />2.5 <br />,r <br />6" GRANULAR SOIL ON <br />12o7Jsy NON -WOVEN <br />GEOTEXTILE OVER <br />GEOMEMBRANE(TYP.) <br />STRIPPING <br />( Q <br />1/2 "0 CINCH <br />(M4" <br />I .. <br />IN.) <br />COMPACTED BOLT @ 6" O.C. <br />Q <br />GRANULAR FILL <br />P - <br />2 "xi /4" S.S. <br />DRAWN <br />BATTON STRIP <br />- a <br />NO, <br />4 <br />�p9 <br />yyy <br />�' <br />ACCESS ROAD <br />� <br />ENVIROGROUP LIMITED <br />3561 STAGECOACH ROAD, SUITE 205 <br />LONGMONT, CO 80504 <br />PHONE: 720 -494 -2600 <br />FAX: 720494 -2688 <br />RARE ENGINEERING, INC. <br />7070 YOUNGFIELD STREET <br />GOLDEN, CO 80401 <br />PHONE 303-238-1690 <br />FAX: 303- 2334683 <br />2PD <br />J1 TURNAROUND EL. 6820 <br />12 C3 4 <br />2 <br />OPERATING <br />W.S. 6818 <br />\\2 <br />GEOMEMBRANE <br />BAFFLE <br />ACCESS RAMP GRANULAR - <br />` 2% <br />22_% NOT SHOWN, SEE SHEET C5 <br />� I.E. 6005.0 <br />I.E. 6864.0 SECTION D <br />C4 <br />VERTICAL SCALE HORIZONTAL SCALE <br />® ;;Tsmz!� <br />5 0 5 FEET 20 0 20 FEET <br />VERTICAL EXAGGERATION = 4x <br />OVER <br />I.E. 6804.0 <br />AGGREGATE <br />SURFACING <br />WHERE REQ'D <br />EDGE OF CONCRETE <br />CONTINUOUS <br />EXTRUSION WELD <br />Iie N <br />c <br />CONTINUOUS HOPE OR <br />PP EMBEDMENT STRIP <br />GEOMEMBRANE LINER EXTRUSION TACK WELD <br />AT T O.C. EL. 6816.5 <br />TYPICAL LINER CONNECTION TO CONCRETE DETAIL 1 <br />NOT TO SCALE C5 <br />POND LINER <br />SYSTEM <br />N <br />EL. 6819.0 <br />`NON -WOVEN GEOTEXTILE <br />(10 wlsy, MIN.) OR 4" SAND LAYER <br />GEOMEMBRANE <br />N <br />TYPICAL LINER ANCHOR TRENCH <br />NOT TO SCALE <br />LINER LINER <br />2" (MIN.) WEDGE WELD WEDGE <br />GEOTEXTILE OR <br />SANDLAYER - <br />NOT SHOWN 3 "(MIN.) <br />SAND LAYER OR <br />GEOTEXTILE- <br />NOTSHOWN <br />TYPICAL WEDGE WELD <br />NOT TO SCALE <br />WEDGE WELD W/ <br />VOID FOR AIR <br />PRESSURE TESTING <br />1/4" 1/4" <br />LINER MIN. (MIN. LINER <br />i FUSION <br />WELD <br />4 (MIN.) - 6" (MAX.)4.94 <br />TYPICAL DOUBLE FUSION WELD <br />NOT TO SCALE <br />SILICONE EDGE OF <br />SEALANT, CONCRETE <br />ALTERNATIVE LINER CONNECTION <br />TO CONCRETE DETAIL <br />NOT TO SCALE <br />( Q <br />1/2 "0 CINCH <br />(M4" <br />I .. <br />IN.) <br />COMPACTED BOLT @ 6" O.C. <br />Q <br />GRANULAR FILL <br />P - <br />2 "xi /4" S.S. <br />DRAWN <br />BATTON STRIP <br />- a <br />NO, <br />4 <br />�p9 <br />yyy <br />�' <br />� <br />J`"a LINER AND <br />� <br />ENVIROGROUP LIMITED <br />3561 STAGECOACH ROAD, SUITE 205 <br />LONGMONT, CO 80504 <br />PHONE: 720 -494 -2600 <br />FAX: 720494 -2688 <br />RARE ENGINEERING, INC. <br />7070 YOUNGFIELD STREET <br />GOLDEN, CO 80401 <br />PHONE 303-238-1690 <br />FAX: 303- 2334683 <br />GEOTEXTILE <br />12 C3 4 <br />ALTERNATIVE LINER CONNECTION <br />TO CONCRETE DETAIL <br />NOT TO SCALE <br />Mv2- 34 5 ItAl <br />REFERENCES <br />DATE <br />NO. <br />ISSUE /REVISED FOR <br />DRAWN <br />CHECKED <br />DATE <br />NO, <br />ISSUE /REVISED FOR <br />DRAWN <br />CHECKED <br />ENVIROGROUP LIMITED <br />3561 STAGECOACH ROAD, SUITE 205 <br />LONGMONT, CO 80504 <br />PHONE: 720 -494 -2600 <br />FAX: 720494 -2688 <br />RARE ENGINEERING, INC. <br />7070 YOUNGFIELD STREET <br />GOLDEN, CO 80401 <br />PHONE 303-238-1690 <br />FAX: 303- 2334683 <br />MOUNTAIN COAL COMPANY <br />WEST ELK MINE, COLORADO <br />PROJECT: <br />SVLVEST GULCH 017 MINE <br />WATER TREATMENT ATMENT SYSTEM <br />7109 <br />2 <br />ISSUE FOR CONSTRUCTION <br />EGO <br />JHR <br />SHEET TITLE <br />SECOND POND CROSS SECTION AND <br />DETAILS <br />SHEET <br />C6 <br />5109 <br />1 <br />ISSUEFORBID <br />EGO <br />JHR <br />4/09 <br />0 <br />ISSUE FOR REVIEW <br />EGO <br />JHR <br />Mv2- 34 5 ItAl <br />