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D(ISITING- - <br />GEOMEMBRANE <br />PHASE IV VLF <br />FINSHED GRADE <br />OF LOB PLATFORM <br />3 <br />A250 <br />EXISTING GROUND- <br />APPROXIMATE— - <br />LOCATION OF LOB <br />25' MINIMI <br />7... <br />80 mil SMOOTH-- - <br />LLDPE GEOMEMBRANE <br />i <br />1.5:1 <br />A A SECTION A <br />A200 A225 <br />APPROXIMATE <br />LOCATION OF LOB <br />FINSHED GRADE <br />OF LOB PLATFORM <br />MSE RETAINING WALL <br />(BY OTHERS) <br />25' - MINIMUM <br />80 mil SMOOTH- <br />LLD <br />PE GEOMEMBRANE <br />- - APPROXIMATE BEDROCK <br />(APPROXIMATELY 3' BELOW SURFACE) <br />C _SECTION C <br />A200 <br />MINIMUM 25' OF DRAIN <br />COVER FILL OR <br />STRUCTURAL FILL <br />1' SOIL LINER FILL <br />80 mil SMOOTH <br />LLDPE GEOMEMBRANE <br />x <br />1 LINER BEDDING SECTION <br />?nnj NTS <br />I <br />0 <br />J <br />a <br />EXISTING GROUND'- -__�_. <br />LOB HAUL ROAD <br />APPROXIMATE BEDROCK <br />(APPROXIMATELY 3' BELOW SURFACE) <br />04 <br />DRAIN COVER FILL \ <br />OR STRUCTURAL FILL <br />/1 <br />1.5:1 <br />1ASE BACKFILL <br />;BY OTHERS) <br />MINIMUM 25' OF DRAIN <br />COVER FILL OR <br />STRUCTURAL FILL <br />1' SOIL LINER FILL <br />J APPROXIMATE EXISTING GROUND' <br />LOCATION OF LOB - <br />FINSHED GRADE-- -- <br />OF LOB PLATFORM <br />— EXISITING <br />GEOMEMBRANE <br />25 MINIMUM <br />�... —. ..0 1.5:1 <br />80 mil SMOOTH - 2 <br />LLDPE GEOMEMBRANE A250 <br />PHASE N VLF 1 <br />A250 <br />LOB HAUL ROAD <br />APPROXIMATE <br />(APPROXIMATELY 3' BELOW <br />ri'V B SECTION B <br />A2O0 A225 <br />APPROXIMATE - <br />LOCATION OF LOB <br />FINSHED GRADE <br />OF LOB PLATFORM <br />/i <br />i <br />80 and SMOOTH <br />LLDPE GEOMEMBRANE <br />-- APPROXIMATE BEDROCK <br />(APPROXIMATELY 3' BELOW SURFACE) <br />EXISTING GROUND <br />i <br />i <br />25'_ MINIMUM <br />7... <br />D D SECTION D <br />A2O0 A225 <br />LOB HAUL ROAD <br />1.5:1 <br />50 0 50 100 FEET <br />3' MINIMUM <br />80 mil SMOOTH <br />LLDPE GEOMEMBRANE <br />EXISTING - s <br />1' SOIL LINER FILL <br />VLF LLDPE <br />GEOMEMBRANE <br />j/ 3' MINIMUM <br />i 3' MINIMUM <br />80 mil SMOOTH <br />LLDPE GEOMEMBRANE <br />2 MINIMUM <br />TYPICAL ANCHOR TRENCH DETAIL <br />m <br />i <br />EXTRUSION WELD -- - - -- — <br />I2' MINIMUM <br />VLF LINER TIE -IN DETAIL <br />NTS <br />