2016-10-21_REPORT - M1980244 ‎(34)‎

• Permit No: M1980244
• IBM Index Class Name: Report
• Doc Date: 10/21/2016
• Doc Name: SGVLF Phase I Cert Report - 1 IFC Drawings
• From: CC&V
• To: DRMS
• Type & Sequence: TR87
• Email Name: TC1
• Email Name: AME
• Email Name: ERR
• Media Type: D
• Archive: No

SOIL LINER FILL BORROW
100 0 100 200 FEET
I
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/
SQUAW GULCHTF-
©F�`
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
— ISOPACH CUT CONTOURS AND EL, FEET
�—� ISOPACH ZERO CUT/FILL AND EL, FEET
EXISTING ROADS
HIGHWAY 67 NOTE:
EXISTING BUILDING 1. BASED ON THE TEST PITS PERFORMED IN THE SOIL LINER FILL
BORROW AREA, AMEC HAS ESTIMATED APPROXIMATELY 150,000
0 TP -50 AMEC TEST PIT JULY 2010 CUBIC YARDS OF AVAILABLE BORROW AFTER PROCESSING.
OSWTP-27 SMITH WILLIAMS TEST PIT JUNE 2007 2. DRAWING IS A NEW ADDITION TO THE ISSUED FOR
CONSTRUCTION SET.
GTP -15 GOLDER ASSOCIATES TEST PIT 2004
APPROXIMATE SOIL LINER FILL BORROW AREA
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)
SH 67 TOP O 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)
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0
SOIL LINER FILL BORROW
100 0 100 200 FEET
I
o
�I
/
SQUAW GULCHTF-
©F�`
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
— ISOPACH CUT CONTOURS AND EL, FEET
�—� ISOPACH ZERO CUT/FILL AND EL, FEET
EXISTING ROADS
HIGHWAY 67 NOTE:
EXISTING BUILDING 1. BASED ON THE TEST PITS PERFORMED IN THE SOIL LINER FILL
BORROW AREA, AMEC HAS ESTIMATED APPROXIMATELY 150,000
0 TP -50 AMEC TEST PIT JULY 2010 CUBIC YARDS OF AVAILABLE BORROW AFTER PROCESSING.
OSWTP-27 SMITH WILLIAMS TEST PIT JUNE 2007 2. DRAWING IS A NEW ADDITION TO THE ISSUED FOR
CONSTRUCTION SET.
GTP -15 GOLDER ASSOCIATES TEST PIT 2004
APPROXIMATE SOIL LINER FILL BORROW AREA
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)
SH 67 TOP O 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)