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0 <br />Z <br />f� �' LOB HAUL <br />ol ROAD - - _ - -- - <br />C-2, <br />W\ <br />I ON <br />PRO - <br />IT— <br />/5 <br />O <br />z <br />N 52,000 <br />400 00 <br />BEGIN LEAK DETECTION TRENCH Z <br />goo 400 N 511,947 <br />E 38,771 <br />_iz <br />xz� <br />N 51,000 <br />IN, <br />(%n% <br />. ... ...... <br />N 50,000 <br />F <br />P <br />- - ---- ---- <br />15- <br />_j <br />LEGEND: <br />EXISTING GROUND SURFACE CONTOUR AND EL, FEET <br />FINISHED GRADE GROUND SURFACE CONTOUR EL, FEET <br />FUTURE FINAL GRADE GROUND SURFACE CONTOUR EL, FEET <br />CENTERLINE OF 80' WIDE HAUL ROAD <br />PRIMARY UNDERDRAIN PIPE <br />SECONDARY UNDERDRAIN PIPE <br />DAYLIGHT LINE <br />LEAK DETECTION TRENCH <br />APPROXIMATE LIMITS OF DiATREME <br />,ov -- --. -**I CERTIFICATION BOUNDARY LIMIT <br />EXISTING UNIMPROVED ROAD/TRAILS <br />EXISTING IMPROVED ROADWAYS <br />EXISTING DRAINAGES <br />EXISTING POWER LINE (ABANDONED) <br />... . .... EXISTING FIBER OPTIC LINE (ABANDONED) <br />EXISTING GAS LINE (ABANDONED) <br />EXISTING FRESH WATER LINE (ABANDONED) <br />LIMITS OF PSSA <br />LEAK DETECTION SUMP <br />NOTES: <br />1. POWERLINES TO BE RELOCATED PRIOR TO CONSTRUCTION. <br />2. THE 80' WIDE HAUL ROAD HAS A MAXIMUM GRADE OF <br />10%. <br />3. PROPOSED CONTOURS REPRESENT TOP OF SOIL LINER <br />FILL. <br />200 0 200 400 FEET <br />REF - <br />:.XIS -I'MG GROU N D `:-POGRAPHY B", M <br />PHOTOGRAPk <br />RT N <br />'19 <br />125 <br />VIL, v R E OC RC' <br />