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<br />MILL PLATFORM TOPOGRAPHY
<br />LEGEND:
<br />EXISTING GROUND SURFACE CONTOUR AND EL, FEET (AERIAL SURVEY)
<br />EXISTING GROUND SURFACE CONTOUR AND EL, FEET (LAND SURVEY)
<br />---! ISOPACH CUT CONTOURS AND EL, FEET
<br />/"'-8 --- ISOPACH ZERO CUT /FILL AND EL, FEET
<br />ISOPACH FILL CONTOURS AND EL, FEET
<br />— — — — — — DAYLIGHT LINE
<br />i = = EXISTING UNIMPROVED ROAD/TRAILS
<br />EXISTING DRAINAGES
<br />— i EXISTING GEOMEMBRANE LINER LIMITS
<br />EXISTING GAS LINE
<br />—BE EXISTING UNDERGROUND POWER CABLE
<br />EXISTING POWER CABLE
<br />EXISTING FENCE
<br />EXISTING CRIB WALL
<br />STATE HIGHWAY 67
<br />NOTES:
<br />1. THE ISOPACH CONTOURS REPRESENT THE DEPTH OF FILL
<br />TO THE TOP OF THE SOIL LINER FILL SURFACE IN AREAS
<br />WHERE SOIL LINER FILL WILL BE REQUIRED AND FINISHED
<br />GRADE EVERYWHERE ELSE. SEE DRAWING A120 FOR THE
<br />LIMITS OF THE PROPOSED MILL SITE EARTHWORKS SOIL
<br />LINER FILL AND THE FUTURE SQUAW GULCH VLF SOIL
<br />LINER FILL.
<br />2. SOIL LINER FILL HAS A MINIMUM DEPTH OF 1'.
<br />3. IN THE AREAS OF THE FUTURE SQUAW GULCH VLF SOIL
<br />LINER FILL, THE CONTRACTOR WILL FILL TO THE BOTTOM
<br />OF THE FUTURE SOIL LINER FILL AS PART OF THE MILL
<br />SITE EARTHWORKS.
<br />4. THE ALIGNMENT OF THE LINER ANCHOR TRENCH WILL BE
<br />ADJUSTED IN THE FIELD FIT AS REQUIRED ALONG THE
<br />CREST OF THE LOB AND EXISTING HAUL ROAD TO MINIMIZE
<br />THE IMPACTS TO OPERATIONS.
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<br />PROVIDED - BY FORESIGHT
<br />WEST SURVEYING
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<br />MILL PLATFORM TOPOGRAPHY
<br />LEGEND:
<br />EXISTING GROUND SURFACE CONTOUR AND EL, FEET (AERIAL SURVEY)
<br />EXISTING GROUND SURFACE CONTOUR AND EL, FEET (LAND SURVEY)
<br />---! ISOPACH CUT CONTOURS AND EL, FEET
<br />/"'-8 --- ISOPACH ZERO CUT /FILL AND EL, FEET
<br />ISOPACH FILL CONTOURS AND EL, FEET
<br />— — — — — — DAYLIGHT LINE
<br />i = = EXISTING UNIMPROVED ROAD/TRAILS
<br />EXISTING DRAINAGES
<br />— i EXISTING GEOMEMBRANE LINER LIMITS
<br />EXISTING GAS LINE
<br />—BE EXISTING UNDERGROUND POWER CABLE
<br />EXISTING POWER CABLE
<br />EXISTING FENCE
<br />EXISTING CRIB WALL
<br />STATE HIGHWAY 67
<br />NOTES:
<br />1. THE ISOPACH CONTOURS REPRESENT THE DEPTH OF FILL
<br />TO THE TOP OF THE SOIL LINER FILL SURFACE IN AREAS
<br />WHERE SOIL LINER FILL WILL BE REQUIRED AND FINISHED
<br />GRADE EVERYWHERE ELSE. SEE DRAWING A120 FOR THE
<br />LIMITS OF THE PROPOSED MILL SITE EARTHWORKS SOIL
<br />LINER FILL AND THE FUTURE SQUAW GULCH VLF SOIL
<br />LINER FILL.
<br />2. SOIL LINER FILL HAS A MINIMUM DEPTH OF 1'.
<br />3. IN THE AREAS OF THE FUTURE SQUAW GULCH VLF SOIL
<br />LINER FILL, THE CONTRACTOR WILL FILL TO THE BOTTOM
<br />OF THE FUTURE SOIL LINER FILL AS PART OF THE MILL
<br />SITE EARTHWORKS.
<br />4. THE ALIGNMENT OF THE LINER ANCHOR TRENCH WILL BE
<br />ADJUSTED IN THE FIELD FIT AS REQUIRED ALONG THE
<br />CREST OF THE LOB AND EXISTING HAUL ROAD TO MINIMIZE
<br />THE IMPACTS TO OPERATIONS.
<br />r �Z� ' #111m 0111
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