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W - `-_j \ \ \J \\ \
<br />- 1 PVC IPE EXTENSION-
<br />- \ INTEREEPT EXISTING PVC PIPE
<br />BY�OTHER
<br />� 1
<br />PLACE DRAIN
<br />� � I IiTO EXT OF
<br />EE DETAIL f
<br />N 48,800 �_
<br />I
<br />EXISTING PVC PIPE
<br />(SEE NOTE 6)
<br />i I� �C D 10
<br />i
<br />I Al
<br />APPROXITATE LOCATION OF
<br />EXISTING LIN�R�TERMINATION LIMITS OF LINER GEOCOMPOSITE LINER
<br />Imo— (SEE -NOTE 1) 1 % EXTENTION SEE DETAIL e
<br />0
<br />8
<br />A110 '
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<br />0
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<br />9520
<br />a
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<br />v o 9500
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<br />4 9480
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<br />x 9470
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<br />3"
<br />i
<br />0
<br />5 9540
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<br />9520
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<br />w 94800
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<br />> 2
<br />I
<br />PROPOSED GEOCOMPOSITE LINER
<br />APPROXIMATE LOCATION OF
<br />EXISTING LINER TERMINATION \
<br />(SEE NOTE 1)
<br />�- SURFACE GRADING
<br />BOTTOO OF FOOTING J� (SEE NOTES 3, 4, & 5)
<br />(B.O.F.) ELEV = 9488.0'
<br />20 40 60 80 100
<br />DISTANCE, (ft)
<br />A SECTION A
<br />100
<br />ANCHOR TRENCH
<br />PROPOSED GEOCOMPOSITE LINER -\
<br />�Y
<br />B.O.F ELEV - 9508.9' APPROXIMATE LOCATION OF
<br />SURFACE GRADING _ EXISTING LINER TERMINATION
<br />(SEE NOTES 3, 4, & 5) (SEE NOTE 1)
<br />20 40 60 80
<br />DISTANCE, (ft)
<br />E SECTION E
<br />100
<br />GRADING PLAN
<br />20 0 20 40 FT
<br />120 135 0 20 40 60 60 100 120
<br />DISTANCE, (ft)
<br />(a-) 10 SECTION B
<br />9540 9540 9540 9540
<br />ANCHOR TRENCH -
<br />PROPOSED GEOCOMPOSITE LINER
<br />9520 9520 -- 9520 x 9520
<br />F \ - -
<br />�y �
<br />9500 w 9500 O
<br />ELEV 95 8.9 J - L APPROXIMATE 9500 w 9500
<br />LOCATION
<br />SURFACE GRADING - OF EXISTING LINER
<br />(SEE NOTES 3, 4, & 5) TERMINATION
<br />(SEE NOTE 1)
<br />9480 9480 480 9480
<br />x
<br />z
<br />0
<br />aT
<br />W
<br />LEGEND:
<br />�' --� EXISTING GROUND SURFACE CONTOUR EL, FEET
<br />PROPOSED GROUND SURFACE CONTOUR EL, FEET
<br />(PROVIDED BY WOODWARD & CURRAN 07/31/13)
<br />- - - - - - PROPOSED DAYLIGHT LINE
<br />i APPROXIMATE LOCATION OF EXISTING LINER TERMINATION
<br />�—� PROPOSED GROUND
<br />— — EXISTING GROUND
<br />— EXISTING PVC PIPE
<br />-- — PVC PIPE EXTENSION (BY OTHERS)
<br />LIMITS OF LINER EXTENSION TO REMAIN EXPOSED (APPROXIMATELY
<br />5,500 sq. ft.)
<br />NOTES:
<br />1. PRIOR TO CONSTRUCTION, CONTRACTOR SHALL VERIFY THE LOCATION OF THE
<br />EXISTING LINER TERMINATION.
<br />2. CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING ALL UTILITIES PRIOR TO
<br />CONSTRUCTION.
<br />3. CONTRACTOR SHALL CLEAR ALL VEGETATION FROM WITHIN THE LINER EXTENSION
<br />LIMITS PRIOR TO INSTAWNG THE GEOCOMPOSffE LINER.
<br />4. CONTRACTOR SHALL GRADE THE AREA WITHIN THE LINER EXTENSION UMTTS SUCH
<br />THAT THE DISTANCE FROM THE BOTTOM OF THE PROPOSED FOOTING(S) IS /ARE
<br />NO LESS THAN 12 INCHES FROM THE TOP OF THE GEOMEMBRANE LINER.
<br />5. SURFACE UPON WHICH THE GEOCOMPOSITE LINER WILL BE INSTALLED, SHALL BE
<br />RELATIVELY SMOOTH AND COMPACTED AND FREE OF OBJECTS THAT MAY DAMAGE
<br />THE LINER, AS APPROVED BY THE COA ENGINEER.
<br />6. PRIOR TO CONSTRUCTION, CONTRACTOR SHALL VERIFY LOCATION OF EXISTING PVC
<br />PIPE AND SUMP.
<br />ANCHOR TRENCH`S -r�L
<br />PROPOSED GEOCOMPOSITE LINER /
<br />SURFACE GRADING
<br />APPROXIMATE LOCATION OF J (SEE NOTES 3, 4, & 5)
<br />EXISTING LINER TERMINATION
<br />(SEE NOTE 1) -- B.O.F. ELEV = 9493.9'
<br />20 40 60 80 100
<br />DISTANCE, (ft)
<br />C SECTION C
<br />100
<br />9540
<br />ANCHOR TRENCH -
<br />PROPOSED GEOCOMPOSITE LINER
<br />B.O.F.
<br />B.O.F. I ! ELEV - 9515.0'
<br />ELEV 9510.0' - .._...
<br />SURFACE GRADING -✓ - APPROXIMATE
<br />LOCATION OF
<br />(SEE NOTES 3, 4, & 5) EXISTING LINER
<br />TERMINATION
<br />(SEE NOTE 1) 1090
<br />100 0 20 40 60 80 1o0 0 20
<br />DISTANCE, (ft)
<br />F SECTION F
<br />100
<br />20 0 20 40 FT 20 0 20 40 Fr
<br />HORIZONTAL VERTICAL
<br />9520
<br />9500
<br />40 60 80
<br />DISTANCE, (ft)
<br />9540
<br />ANCHOR TRENCH
<br />� 9520
<br />PROPOSED GEOCOMPOSITE LINER
<br />i
<br />a
<br />�a O.F. ELEV - 9501.6' -
<br />w 9500
<br />APPROXIMATE LOCATION OF - /SURFACE GRADING
<br />EXISTING LINER TERMINATION
<br />(SEE NOTE 1) (SEE NOTES 3, 4, & 5)
<br />900 20 40 60 80 100
<br />D SECTION D
<br />100
<br />CLEW
<br />CRIPPLE CREEK & VICTOR GOLD MINING COMPANY
<br />PROJECT
<br />PROCESS SOLUTION ENHANCEMENT SYSTEM
<br />2 09/24/13 CHANGES PER DRMS rtn "s
<br />RE- ISSUED FOR CONSTRUCTION CAS
<br />1 O9 /De /13 CH C ONSTRANCES ° ME" PSES LINER EXTENSION SECTIONS
<br />RE- ISSUED FOR IICTKIN rws
<br />0
<br />08/28/13
<br />ISSUED FOR CONSTRUCTION
<br />ANCHOR TRENCH,
<br />9520
<br />9520
<br />—
<br />i
<br />PROPOSED GEOCOMPOSITE LINER -\ /
<br />x
<br />�
<br />DISCLAIMER
<br />/
<br />9500
<br />ZF
<br />0
<br />9500
<br />-
<br />AMEC PRODUCED THE INFORMATION PRESENTED ON THIS DRAWING THROUGH THE
<br />- SURFACE GRADING
<br />USE OF TECHNICAL INFORMATION AND EXPERIENCE SPECIFIC TO ITS
<br />w
<br />(SEE NOTES 3, 4, & 5)
<br />9480
<br />APPROVED BY
<br />9480
<br />\ -- — `- APPROXIMATE LOCATION OF
<br />EFFORTS. RECEIVING THIS DRAWING DOES NOT GUARANTEE ANY RIGHTS TO SUCH
<br />DRAWING ES NOT
<br />B.O.F. EXISTING LINER TERMINATION
<br />470
<br />9470
<br />ELEV 9492.4' (SEE NOTE 1)
<br />120 135 0 20 40 60 60 100 120
<br />DISTANCE, (ft)
<br />(a-) 10 SECTION B
<br />9540 9540 9540 9540
<br />ANCHOR TRENCH -
<br />PROPOSED GEOCOMPOSITE LINER
<br />9520 9520 -- 9520 x 9520
<br />F \ - -
<br />�y �
<br />9500 w 9500 O
<br />ELEV 95 8.9 J - L APPROXIMATE 9500 w 9500
<br />LOCATION
<br />SURFACE GRADING - OF EXISTING LINER
<br />(SEE NOTES 3, 4, & 5) TERMINATION
<br />(SEE NOTE 1)
<br />9480 9480 480 9480
<br />x
<br />z
<br />0
<br />aT
<br />W
<br />LEGEND:
<br />�' --� EXISTING GROUND SURFACE CONTOUR EL, FEET
<br />PROPOSED GROUND SURFACE CONTOUR EL, FEET
<br />(PROVIDED BY WOODWARD & CURRAN 07/31/13)
<br />- - - - - - PROPOSED DAYLIGHT LINE
<br />i APPROXIMATE LOCATION OF EXISTING LINER TERMINATION
<br />�—� PROPOSED GROUND
<br />— — EXISTING GROUND
<br />— EXISTING PVC PIPE
<br />-- — PVC PIPE EXTENSION (BY OTHERS)
<br />LIMITS OF LINER EXTENSION TO REMAIN EXPOSED (APPROXIMATELY
<br />5,500 sq. ft.)
<br />NOTES:
<br />1. PRIOR TO CONSTRUCTION, CONTRACTOR SHALL VERIFY THE LOCATION OF THE
<br />EXISTING LINER TERMINATION.
<br />2. CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING ALL UTILITIES PRIOR TO
<br />CONSTRUCTION.
<br />3. CONTRACTOR SHALL CLEAR ALL VEGETATION FROM WITHIN THE LINER EXTENSION
<br />LIMITS PRIOR TO INSTAWNG THE GEOCOMPOSffE LINER.
<br />4. CONTRACTOR SHALL GRADE THE AREA WITHIN THE LINER EXTENSION UMTTS SUCH
<br />THAT THE DISTANCE FROM THE BOTTOM OF THE PROPOSED FOOTING(S) IS /ARE
<br />NO LESS THAN 12 INCHES FROM THE TOP OF THE GEOMEMBRANE LINER.
<br />5. SURFACE UPON WHICH THE GEOCOMPOSITE LINER WILL BE INSTALLED, SHALL BE
<br />RELATIVELY SMOOTH AND COMPACTED AND FREE OF OBJECTS THAT MAY DAMAGE
<br />THE LINER, AS APPROVED BY THE COA ENGINEER.
<br />6. PRIOR TO CONSTRUCTION, CONTRACTOR SHALL VERIFY LOCATION OF EXISTING PVC
<br />PIPE AND SUMP.
<br />ANCHOR TRENCH`S -r�L
<br />PROPOSED GEOCOMPOSITE LINER /
<br />SURFACE GRADING
<br />APPROXIMATE LOCATION OF J (SEE NOTES 3, 4, & 5)
<br />EXISTING LINER TERMINATION
<br />(SEE NOTE 1) -- B.O.F. ELEV = 9493.9'
<br />20 40 60 80 100
<br />DISTANCE, (ft)
<br />C SECTION C
<br />100
<br />9540
<br />ANCHOR TRENCH -
<br />PROPOSED GEOCOMPOSITE LINER
<br />B.O.F.
<br />B.O.F. I ! ELEV - 9515.0'
<br />ELEV 9510.0' - .._...
<br />SURFACE GRADING -✓ - APPROXIMATE
<br />LOCATION OF
<br />(SEE NOTES 3, 4, & 5) EXISTING LINER
<br />TERMINATION
<br />(SEE NOTE 1) 1090
<br />100 0 20 40 60 80 1o0 0 20
<br />DISTANCE, (ft)
<br />F SECTION F
<br />100
<br />20 0 20 40 FT 20 0 20 40 Fr
<br />HORIZONTAL VERTICAL
<br />9520
<br />9500
<br />40 60 80
<br />DISTANCE, (ft)
<br />9540
<br />ANCHOR TRENCH
<br />� 9520
<br />PROPOSED GEOCOMPOSITE LINER
<br />i
<br />a
<br />�a O.F. ELEV - 9501.6' -
<br />w 9500
<br />APPROXIMATE LOCATION OF - /SURFACE GRADING
<br />EXISTING LINER TERMINATION
<br />(SEE NOTE 1) (SEE NOTES 3, 4, & 5)
<br />900 20 40 60 80 100
<br />D SECTION D
<br />100
<br />CLEW
<br />CRIPPLE CREEK & VICTOR GOLD MINING COMPANY
<br />PROJECT
<br />PROCESS SOLUTION ENHANCEMENT SYSTEM
<br />2 09/24/13 CHANGES PER DRMS rtn "s
<br />RE- ISSUED FOR CONSTRUCTION CAS
<br />1 O9 /De /13 CH C ONSTRANCES ° ME" PSES LINER EXTENSION SECTIONS
<br />RE- ISSUED FOR IICTKIN rws
<br />0
<br />08/28/13
<br />ISSUED FOR CONSTRUCTION
<br />MEN
<br />CAS
<br />DISCLAIMER
<br />DESIGNED BY
<br />CAS
<br />CHECKED BY
<br />I
<br />MEN
<br />AMEC PRODUCED THE INFORMATION PRESENTED ON THIS DRAWING THROUGH THE
<br />USE OF TECHNICAL INFORMATION AND EXPERIENCE SPECIFIC TO ITS
<br />DRAWN BY
<br />CAS
<br />APPROVED BY
<br />YEN
<br />EFFORTS. RECEIVING THIS DRAWING DOES NOT GUARANTEE ANY RIGHTS TO SUCH
<br />DRAWING ES NOT
<br />TECHNICAL INFORMATION AND PRACTICAL EXPERIENCE. ANY ALTERATION OR
<br />FILENAME
<br />RAWING
<br />No
<br />REfV
<br />SOLE RSKNAND WITHOUT MY LIABILITY OR LEGAIL RESPONSIBILITY TO AMEICI.SER'S
<br />amec
<br />1550 —A110
<br />A11D
<br />
|