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APPROXIMATE EXISTING GROUND -- <br />APPROXIMATE - EXISTING GROUND LOCATION OF LOB <br />LOCATION OF LOB i,.. FlNSHED GRADE <br />- <br />FlNSHED GRADE OF LOB PLATFORM <br />� ` - <br />OF LOB PLATFORM - EXISITING <br />GEOMEMBRANE <br />I \ 2 25' MINIMUM LOB HAUL ROAD / <br />25' MINIMUM. 1.5:1 LOB HAUL ROAD L �... -... -. 1�... c�...� 1.5:1 <br />-' --- -•-�"' -""\ 1 - 1 80 mil SMOOTH '� \ \\ y APPROXIMATE BEDROCK <br />-� �= LLDPE GEOMEMBRANE \ (APPROXIMATELY 3' BELOW SURFACE) / <br />EXISITING i / \ 2 APPROXIMATE BEDROCK \ A250 <br />GEOMEMBRANE \ ! i" i `• a (APPROXIMATELY 3' BELOW SURFACE) \ <br />80 mil SMOOTH X50 PHASE IV VLF \ 1 <br />e LLDPE GEOMEMBRANE <br />3 <br />._... .. A250 A250 <br />PHASE Iv VLF A A SECTION A B B SECTION B <br />200 A225 n A2O0 A225 <br />EXISTING GROUND <br />APPROXIMATE MSE RETAINING WALL <br />LOCATION OF LOB <br />FlNSHED GRADE <br />OF LOB PLATFORM <br />DRAIN COVER FILL \ <br />OR STRUCTURAL FILL <br />(BY OTHERS) <br />z: <br />�25' MINIMUM \ 1.5:1 <br />l MSE BAI <br />2 (BY OTHERS) <br />80 mil SMOOTH A250 <br />LLDPE GEOMEMBRANE \� <br />APPROXIMATE BEDROCK A260 <br />(APPROXIMATELY 3' BELOW SURFACE) <br />C SECTION C <br />200 <br />MINIMUM 25' OF DRAIN <br />COVER FILL OR <br />STRUCTURAL FILL <br />1' SOIL LINER FILL <br />ov mil SMOOTH <br />LLDPE GEOMEMBRANE <br />1 LINER BEDDING SECTION <br />250 NTS <br />MINIMUM 25' OF DRAIN <br />COVER FILL OR <br />STRUCTURAL FILL.. <br />1' SOIL LINER FILL <br />80 mil SM00T <br />LLDPE GEOMEMBRAN <br />2' MINIMUM <br />r2-'�TYPICAL ANCHOR TRENCH_ D_ ETAIL <br />A25O NTS <br />APPROXIMATE \ <br />LOCATION Of LOB \ \\ <br />FlNSHED GRADE - <br />OF LOB PLATFORM <br />125• <br />r! <br />80 mil SMOOTH- r <br />LLDPE GEOMEMBRANE <br />APPROXIMATE BEDROCK <br />(APPROXIMATELY 3' BELOW SURFACE) <br />D D SECTION D <br />200 225 <br />3' MINIMUM <br />80 mil SMOOTH <br />LLDPE GEOMEMBRANE <br />EXISTING ..,- .,.._......- ..- ---. ... -... _ --- - ... - ... <br />-...� <br />VLF LLDPE �..... <br />GEOMEMBRANE <br />" 3' MINIMUM <br />� <br />EXTRUSION WELD -- <br />2' MINIMUM <br />3 VLF LINER TIE -IN DETAIL <br />250 NTS <br />e250 <br />\, <br />4250 <br />1' SOIL LINER FILL <br />'J <br />J,,+.yn' <br />