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LEGEND: <br />EXISTING GROUND SURFACE CONTOUR AND EL, FEET <br />FINISHED GRADE GROUND SURFACE CONTOUR AND EL, FEET <br />== FUTURE FINISHED GRADE GROUND SURFACE CONTOUR AND EL, FEET <br />CENTERLINE OF PROPOSED 80' WIDE HAUL ROAD <br />APPROXIMATE LIMITS OF DIATREME <br />LIMITS OF BLANKET DRAIN <br />EXISTING <br />EXISTING <br />-- — EXISTING <br />EXISTING <br />EXISTING <br />- -- CERTIFIC, <br />UNIMPROVED ROAD /TRAILS <br />IMPROVED ROADWAYS <br />DRAINAGES <br />TREES /VEGETATION <br />RAILROAD <br />NTION BOUNDARY LIMIT <br />100 mil TEXTURED (TEXTURED FACE <br />DOWN) LLDPE BOTTOM GEOMEMBRANE <br />PREPARED SUBIGRADE <br />PSSA LINER SECTION <br />NTS <br />2' DRAIN COVER MATERIAL <br />3' LOW VOLUME SOLUTION COLLECTION FILL <br />100 mil TEXTURED (TEXTURED FACE <br />DOWN) LLDPE BOTTOM GEOMEMBRANE <br />1' SOIL LINER FILL <br />4 <br />2' DRAIN COVER MATERIAL <br />I <br />3' LOW VOLUME SOLUTION COLLECTION FILL <br />_4 <br />1' SOIL LINER FILL <br />- I,I <br />3' STRUCTURAL FILL <br />200 0 200 400 FEET f <br />i 3' UNDERDRAIN FILL <br />v v <br /><�, — <br />---s--PHASE IVa = �' <br />0 <br />z <br />w <br />x <br />w <br />J <br />Q <br />0 <br />J <br />0- <br />CLOSURE DRAIN <br />U <br />A355 <br />T <br />35 <br />PHASE IVa LINER SYSTEM <br />PREPARED SUBGRADE <br />12 oz /yd2 NONWOVEN GEOTEXTILE <br />— — — U CLOSURE DRAIN SECTION <br />�s- PHASE V - <br />A355 <br />PSSA NTS <br />CLOSURE DRAIN SECTION <br />NTS <br />NATURAL GROUND <br />