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LEGEND: <br />EXISTING GROUND SURFACE CONTOUR AND EL, FEET (AERIAL SURVEY) <br />EXISTING GROUND SURFACE CONTOUR AND EL, FEET (LAND SURVEY) <br />PROPOSED GROUND SURFACE CONTOUR EL, FEET (PHASE 1) <br />�---�' PROPOSED GROUND SURFACE CONTOUR EL, FEET (PHASE 2) <br />• ` ma'''r ,� ., .� PRIMARY UNDERDRAIN PIPE <br />•`6r" r "r' a, 0" SECONDARY UNDERDRAIN PIPE (PHASE 1) <br />SECONDARY UNDERDRAIN PIPE (PHASE 2) <br />0°O RN =0010> LEAK DETECTION TRENCH (PHASE 1) <br />***0" "'n 1 ./ LIMIT OF PHASE 1 REGRADE <br />— APPROXIMATE LIMITS OF DIATREME <br />= EXISTING UNIMPROVED ROAD /TRAILS <br />i — EXISTING DRAINAGES <br />EXISTING GEOMEMBRANE LIMITS <br />y RAILROAD ALIGNMENT <br />, <br />------ UNDERDRAIN PUMPBACK PIPE <br />STATE HIGHWAY 67 <br />DIRECTION OF SURFACE WATER FLOW <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 10 %. <br />3. PROPOSED CONTOURS REPRESENT TOP OF SOIL LINER FILL. <br />4. STATE HIGHWAY 67 TO BE DESIGNED BY OTHERS. <br />EARTHWORKS <br />LEAK DETECTION <br />TRENCH (PHASE <br />2) <br />-- — <br />DAYLIGHT LINE <br />SQUAW GULCH BASE TOPO - <br />1,177,953 yd3 <br />***0" "'n 1 ./ LIMIT OF PHASE 1 REGRADE <br />— APPROXIMATE LIMITS OF DIATREME <br />= EXISTING UNIMPROVED ROAD /TRAILS <br />i — EXISTING DRAINAGES <br />EXISTING GEOMEMBRANE LIMITS <br />y RAILROAD ALIGNMENT <br />, <br />------ UNDERDRAIN PUMPBACK PIPE <br />STATE HIGHWAY 67 <br />DIRECTION OF SURFACE WATER FLOW <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 10 %. <br />3. PROPOSED CONTOURS REPRESENT TOP OF SOIL LINER FILL. <br />4. STATE HIGHWAY 67 TO BE DESIGNED BY OTHERS. <br />EARTHWORKS <br />SUMMARY <br />CUT <br />(RECV MARCH 14, 2010) <br />607,922 yd3 <br />FILL <br />SQUAW GULCH BASE TOPO - <br />1,177,953 yd3 <br />00 r Soo 600 FEET <br />PEFEREIv10E: <br />EXISTING GROUND TOPOGRAPHY WAS CREATED BY COMBINING THE FOLLOWING FILES <br />RECV FROM 'FORESIGHT WEST SURVEYING, INC.; <br />SQUAW GULCH BASE 'i0PO - <br />PHASE 1 - REVISED.DWG <br />(RECV MARCH 14, 2010) <br />SQUAW GULCH BASE TOPO - <br />PHASE 2_DWG <br />(RECV APRIL 24, 201011 <br />SQUAW GULCH BASE TOPO - <br />PHASE 3.DWG <br />(RECV MAY 4, 2010) <br />REg /S <br />CCV TOPO EXPANSION 12 -29 <br />-10 NORTH AREA.DWG <br />NNEy -'• <br />(RECV JANUARY 13, 2011) <br />VO <br />CCV TORO EXPANSION 01 -28 <br />-11 SOUTH AREA.DNG <br />Z <br />(RECV JANUARY 28, 2011) <br />757 i <br />SH67 TOPO 7- 07- 11.DWG <br />(RECV JULY 11, 2011) <br />I Zd <br />�,c'• <br />VLF2 TOPO EXPANSION 8- 05- <br />11.)WG <br />•' <br />(RECV AUGUST 9, 2011) <br />81ONA1. <br />09028- COMOSITE - -TOPO MLE <br />UMIIS.DWG <br />-ESC <br />(RECV MAY 28, 2010 FROM CC &V) <br />szz <br />