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n <br />n <br />L <br />L <br />LEGEND: <br />EXISTING GROUND SURFACE CONTOUR AND EL, FEET (AERIAL SURVEY) <br />_- EXISTING GROUND SURFACE CONTOUR AND EL, FEET (LAND SURVEY) <br />s PROPOSED GROUND SURFACE CONTOUR EL, FEET <br />— ® LINER LIMITS <br />DAYLIGHT LINE <br />APPROXIMATE LIMITS OF DIATREME <br />EXISTING UNIMPROVED ROAD/TRAILS <br />— EXISTING DRAINAGES <br />RAILROAD ALIGNMENT <br />STATE HIGHWAY 67 <br />NOTES: <br />1. THE GEOMEMBRANE LINERS INSIDE THE PSSA ARE AS FOLLOWS: <br />100 mil SMOOTH LLDPE ON TOP <br />100 mil SINGLE SIDED TEXTURED (TEXTURED SIDE DOWN) LLDPE ON THE BOTTOM <br />2. PROPOSED CONTOURS REPRESENT TOP OF SOIL LINER FILL. <br />LINER SUM_ MARY* _ <br />MILL PLATFORM <br />LINER LIMITS <br />(80 mil <br />SINGLE SIDED <br />TEXTURED <br />(TEXTURED FACE DOWN) LLDPE GEOMEMBRANE) <br />PHASE 1 <br />OSA <br />LINER LIMITS <br />(80 mil <br />SINGLE <br />SIDED <br />TEXTURED <br />(TEXTURED FACE DOWN) LLDPE GEOMEMBRANE) <br />CCV TORO EXPANSION 01 -28 <br />PHASE 1 <br />OSA <br />LINER LIMITS <br />(80 mil <br />DOUBLE <br />SIDED <br />TEXTURED <br />LLDPE GEOMEMBRANE) <br />- -11 -DWG <br />PHASE 2 <br />OSA <br />LINER LIMITS <br />(80 mil <br />SINGLE <br />SIDED <br />TEXTURED <br />(TEXTURED FACE DOWN) LLDPE GEOMEMBRANE) <br />PHASE 2 <br />OSA <br />LINER LIMITS <br />(80 mil <br />DOUBLE <br />SIDED <br />TEXTURED <br />LLDPE GEOMEMBRANE) <br />PSSA LINER <br />LIMITS (SEE NOTE 1) <br />EXISTING <br />LINER <br />LIMITS <br />— ® LINER LIMITS <br />DAYLIGHT LINE <br />APPROXIMATE LIMITS OF DIATREME <br />EXISTING UNIMPROVED ROAD/TRAILS <br />— EXISTING DRAINAGES <br />RAILROAD ALIGNMENT <br />STATE HIGHWAY 67 <br />NOTES: <br />1. THE GEOMEMBRANE LINERS INSIDE THE PSSA ARE AS FOLLOWS: <br />100 mil SMOOTH LLDPE ON TOP <br />100 mil SINGLE SIDED TEXTURED (TEXTURED SIDE DOWN) LLDPE ON THE BOTTOM <br />2. PROPOSED CONTOURS REPRESENT TOP OF SOIL LINER FILL. <br />LINER SUM_ MARY* _ <br />LATFORM <br />1,408,881 fe <br />PHASE 1 <br />PSSA <br />8,133,772 ft' <br />1,486,883 ft' <br />* NO WASTE OR OVERLAP HAS BEEN INCLUDED <br />IN THESE QUANTITIES <br />00 0 300 600 FEET <br />REFER'r LICE: <br />EXIS1lNG GROUND TOPOGRAPHY WAS CREATED BY COMBINING THE FOLLOWING FILES <br />RECV FROM FORESIGHT WEST SURVEYING, INC.: <br />SQUAW GULCH BASE TOPO - <br />PHASE 1 - REViSED.DWG <br />(RECV MARCH 14, 2010) <br />SQUAW GULCH BASE TOPO - <br />PHASE 2.DWG <br />(RECV APRIL 24, 2010) <br />SQUAW GULCH BASE TORO - <br />PHASE 3.DWG <br />(RECV MAY 4, 2010) <br />CCV TOPO EXPANSION 12- 29 <br />- -10 NORTH AREA.DWG <br />(RECV JANUARY 13, 2011) <br />CCV TORO EXPANSION 01 -28 <br />-11 SOUTH AREA.DWG <br />(RECV JANUARY 28, 2011) <br />SH67 TOPO 7- 07-- i1.DWG <br />(RECV JULY 11, 2011) <br />VLF2 TOPO EXPANSION 8- 05 <br />- -11 -DWG <br />(RECV AUGUST 9, 2011) <br />09028- COMOSITE -TOPO MLE <br />IJMITS.DV/C <br />(RECV MAY 28, 2010 i- <br />.. <br />