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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 />MILL PLATFORM GROUND SURFACE CONTOUR EL, FEET <br />PROPOSED PHASE 1 GROUND SURFACE CONTOUR EL, FEET (PHASE 1) <br />PRIMARY UNDERDRAIN PIPE <br />,0"`.°1.111-111-010 SECONDARY UNDERDRAIN PIPE (PHASE 1) <br />LEAK DETECTION TRENCH (PHASE 1) <br />--- DAYLIGHT LINE <br />--- APPROXIMATE LIMITS OF DIATREME <br />-__ EXISTING UNIMPROVED ROAD/TRAILS <br />i--� EXISTING DRAINAGES <br />i ---� EXISTING GEOMEMBRANE LIMITS <br />. .....i UNDERDRAIN PUMP BACK PIPE <br />EXISTING RAILROAD <br />STATE HIGHWAY 67 <br />NOTE: <br />1. PROPOSED CONTOURS REPRESENT TOP OF SOIL LINER FILL. <br />2. REMOVED EXISTING UTILITIES FROM DRAWING AND PROPOSED <br />PUMP BACK PIPE. <br />3. UPDATED EXISTING GROUND TO INCLUDE MILL PLATFORM. <br />4. UNDERDRAIN POND, PHASE 1 & PHASE 2 SEDIMENT DETENTION <br />POND HAVE BEEN REVISED. <br />5. PHASE 2 SURFACE WATER DIVERSION CHANNEL AND SEDIMENT <br />DETENTION POND WILL BE BUILT WITH PHASE 1. <br />6. PSSA EMBANKMENT HAS BEEN WIDENED BY 2'. <br />300 0 300 600 FEET <br />REFERENCE: <br />EXISTING GROUND TOPOGRAPHY WAS CREATED BY COMBINING THE FOLLOWING <br />RECV FROM FORESIGHT WEST SURVEYING, INC.: <br />SQUAW GULCH BASE TOPO - PHASE 1 - REVISED.DWG <br />(RECV MARCH 14, 2010) <br />SQUAW GULCH BASE TOPO - PHASE 2.DWG <br />(RECV APRIL 24, 2010) <br />SQUAW GULCH BASE TOPO - PHASE 3.DWG <br />(RECV MAY 4, 2010) <br />CCV TOPO EXPANSION 12-29-10 NORTH AREA.DWG <br />(RECV JANUARY 13, 2011) <br />CCV TOPO EXPANSION 01-28-11 SOUTH AREA.DWG <br />(RECV JANUARY 28, 2011) <br />SH67 TOPO 7-07-11.DWG <br />(RECV JULY 11, 2011) <br />VLF2 TOPO EXPANSION 8-05-11.DWG <br />(RECV AUGUST 9, 2011) <br />09028-COMOSITE-TOPO MILE LI M ITS.DWG <br />(RECV MAY 28, 2010 FROM CC&V) <br />EXISTING BUILDING <br />DIRECTION OF SURFACE WATER FLOW <br />_ <br />LIMITS OF PSSA <br />LEAK DETECTION SUMP <br />NOTE: <br />1. PROPOSED CONTOURS REPRESENT TOP OF SOIL LINER FILL. <br />2. REMOVED EXISTING UTILITIES FROM DRAWING AND PROPOSED <br />PUMP BACK PIPE. <br />3. UPDATED EXISTING GROUND TO INCLUDE MILL PLATFORM. <br />4. UNDERDRAIN POND, PHASE 1 & PHASE 2 SEDIMENT DETENTION <br />POND HAVE BEEN REVISED. <br />5. PHASE 2 SURFACE WATER DIVERSION CHANNEL AND SEDIMENT <br />DETENTION POND WILL BE BUILT WITH PHASE 1. <br />6. PSSA EMBANKMENT HAS BEEN WIDENED BY 2'. <br />300 0 300 600 FEET <br />REFERENCE: <br />EXISTING GROUND TOPOGRAPHY WAS CREATED BY COMBINING THE FOLLOWING <br />RECV FROM FORESIGHT WEST SURVEYING, INC.: <br />SQUAW GULCH BASE TOPO - PHASE 1 - REVISED.DWG <br />(RECV MARCH 14, 2010) <br />SQUAW GULCH BASE TOPO - PHASE 2.DWG <br />(RECV APRIL 24, 2010) <br />SQUAW GULCH BASE TOPO - PHASE 3.DWG <br />(RECV MAY 4, 2010) <br />CCV TOPO EXPANSION 12-29-10 NORTH AREA.DWG <br />(RECV JANUARY 13, 2011) <br />CCV TOPO EXPANSION 01-28-11 SOUTH AREA.DWG <br />(RECV JANUARY 28, 2011) <br />SH67 TOPO 7-07-11.DWG <br />(RECV JULY 11, 2011) <br />VLF2 TOPO EXPANSION 8-05-11.DWG <br />(RECV AUGUST 9, 2011) <br />09028-COMOSITE-TOPO MILE LI M ITS.DWG <br />(RECV MAY 28, 2010 FROM CC&V) <br />