2016-10-21_REPORT - M1980244 (34)

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SOIL LINER FILL BORROW 100 0 100 200 FEET OVERALL PROJECT SITE MAP 1000 0 1000 2000 FEET LEGEND: EXISTING GROUND SURFACE CONTOUR EL, FEET (AERIAL SURVEY) EXISTING GROUND SURFACE CONTOUR EL, FEET (LAND SURVEY) MILL PLATFORM GROUND SURFACE CONTOUR EL, FEET APPROXIMATELY BOTTOM OF CLAY BORROW REGRADE EXISTING ROADS HIGHWAY 67 EXISTING BUILDING NOTE: 0 TP -50 AMEC TEST PIT JULY 2010 1. BASED ON THE TEST PITS PERFORMED IN THE SOIL LINER FILL BORROW AREA, AMEC HAS ESTIMATED APPROXIMATELY 150,000 OSWTP-27 SMITH WILLIAMS TEST PIT JUNE 2007 CUBIC YARDS OF AVAILABLE BORROW AFTER PROCESSING. [j] GTP -15 GOLDER ASSOCIATES TEST PIT 2004 2. REMOVED EXISTING UTILITIES FROM DRAWING. APPROXIMATE SOIL LINER FILL BORROW AREA 3. UPDATED EXISTING GROUND TO INCLUDE MILL PLATFORM. REFERENCE: EXISTING GROUND TOPOGRAPHY WAS CREATED BY COMBINING THE FOLLOWING FILES RECV FROM FORESIGHT WEST SURVEYING, INC.: SQUAW GULCH BASE TORO - PHASE 1 - REVISED.DWG (RECV MARCH 14, 2010) SQUAW GULCH BASE TORO - PHASE 2.DWG (RECV APRIL 24, 2010) SQUAW GULCH BASE TOPO - PHASE 3.DWG (RECV MAY 4, 2010) CCV TORO EXPANSION 12-29-10 NORTH AREA.DWG (RECV JANUARY 13, 2011) CCV TORO EXPANSION 01-28-11 SOUTH AREA.DWG (RECV JANUARY 28, 2011) SH67 TORO 7-07-11.DWG (RECV JULY 11, 2011) VLF2 TOP O EXPANSION 8-05-11.DWG (RECV AUGUST 9, 2011) 09028-COMOSITE-TOPO MILE LIMITS. DWG CLIENT (RECV MAY 28, 2010 FROM CC&V) I' ,�IV IIrW� IIII IIII IIIA IIII �1 I ', I � � i - 1 IIIIII IIS o IIII I � 1 IIIIII;` - III IIII �_ _�-_!J�■�■ 11111 �I t 1 �� ® ®� - IIIIIIIII It�°I (IIIIIIIII _. _ IIII IIIIIIIII •III �� � � � _ 10-11 .I - o ' IIII / I'llllllll VIIIr J IIIIII 0 r _ IIIIII IIS ■ I /�I�iA-� o• SOIL LINER FILL BORROW 100 0 100 200 FEET OVERALL PROJECT SITE MAP 1000 0 1000 2000 FEET LEGEND: EXISTING GROUND SURFACE CONTOUR EL, FEET (AERIAL SURVEY) EXISTING GROUND SURFACE CONTOUR EL, FEET (LAND SURVEY) MILL PLATFORM GROUND SURFACE CONTOUR EL, FEET APPROXIMATELY BOTTOM OF CLAY BORROW REGRADE EXISTING ROADS HIGHWAY 67 EXISTING BUILDING NOTE: 0 TP -50 AMEC TEST PIT JULY 2010 1. BASED ON THE TEST PITS PERFORMED IN THE SOIL LINER FILL BORROW AREA, AMEC HAS ESTIMATED APPROXIMATELY 150,000 OSWTP-27 SMITH WILLIAMS TEST PIT JUNE 2007 CUBIC YARDS OF AVAILABLE BORROW AFTER PROCESSING. [j] GTP -15 GOLDER ASSOCIATES TEST PIT 2004 2. REMOVED EXISTING UTILITIES FROM DRAWING. APPROXIMATE SOIL LINER FILL BORROW AREA 3. UPDATED EXISTING GROUND TO INCLUDE MILL PLATFORM. REFERENCE: EXISTING GROUND TOPOGRAPHY WAS CREATED BY COMBINING THE FOLLOWING FILES RECV FROM FORESIGHT WEST SURVEYING, INC.: SQUAW GULCH BASE TORO - PHASE 1 - REVISED.DWG (RECV MARCH 14, 2010) SQUAW GULCH BASE TORO - PHASE 2.DWG (RECV APRIL 24, 2010) SQUAW GULCH BASE TOPO - PHASE 3.DWG (RECV MAY 4, 2010) CCV TORO EXPANSION 12-29-10 NORTH AREA.DWG (RECV JANUARY 13, 2011) CCV TORO EXPANSION 01-28-11 SOUTH AREA.DWG (RECV JANUARY 28, 2011) SH67 TORO 7-07-11.DWG (RECV JULY 11, 2011) VLF2 TOP O EXPANSION 8-05-11.DWG (RECV AUGUST 9, 2011) 09028-COMOSITE-TOPO MILE LIMITS. DWG CLIENT (RECV MAY 28, 2010 FROM CC&V)