2013-09-18_REVISION - M1980244 (3)

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v a A 7 952C O r I i o Z F 950( z ¢ w n z 948( n z L 947( Y L Z n n n i n 0 u J I J n n ems\ I APPROXIMA E LOCATION OF `� EXISTING LIN ERMINATION i (SE OTE 1) ; 1 APPROXIMATE LOCATION OF EXISTING LINER TERMINATION LOCATION TO EXTENT OF LINER - LINER B4O.F......_____. (SEE NOTE C ELEV = 9508.9' 120 NOTE 1) -- N C -- o D o 0 E GRADING BOTTOM OF FOOTING - B.O.F. E - GEOCOMPOSITE LINER 3, 4. & I) (B.O.F.) E = 488.0 9501 APPROXIMATE LOCATION OF SURFACE GRADING (SEE :NOTES 3, 4, & 5),,,, CAS EXISTING LINER TERMINATION MEN / i (SEE NOTE 1) \� ✓ Odfi� -- -- _------... `- SURFACE GRADING SEE NOTES3. 4. GRADING ...- -----� OF (SEE NOTES 3, 4, 5) '- \-SURFACE TiON- GRADING (SEE NOTE 1) 1550 -A110 1 SEE NOTES TERMINATION 4, 5) A SECTION A 100 9540 9520 F w 9500 OdFl1 3 1�T I V v l' \ G 9520 952C )500 F 950C )480 948C )470 947C GRADING PLAN 20 0 20 40 FT 1. LOCATION TO EXTENT OF LINER - LINER B4O.F......_____. baw 19521 C ELEV = 9508.9' 120 NOTE 1) -- N C -- o D o 0 E GRADING A110 - B.O.F. E - GEOCOMPOSITE LINER 3, 4. & I) SEE DETAIL 5 A120 EXIST NO LINER TERMINATION 9501 APPROXIMATE LOCATION OF SURFACE GRADING (SEE :NOTES 3, 4, & 5),,,, CAS EXISTING LINER TERMINATION MEN / (SEE NOTE 1) \� ✓ Odfi� GRADING PLAN 20 0 20 40 FT 1. LOCATION TO EXTENT OF LINER - LINER B4O.F......_____. - -�ERMiNATION EE DETAIL ELEV = 9508.9' 120 NOTE 1) -- N C -- o D o 0 E GRADING A110 - B.O.F. E LIMITS OF LINER LIMITS OF GEOCOMPOSITE LINER 3, 4. & I) SEE DETAIL 5 A120 EXIST NO LINER TERMINATION LAB GRADING PLAN 20 0 20 40 FT 1. 954( 952( z O �<y w 950( 948( B SECTION B i APPROXIMA LOCATION 515.0 OF EXISTING LINER B4O.F......_____. - -�ERMiNATION RE- ISSUED FORPCONSFRUCTON ELEV = 9508.9' I NOTE 1) -- N ' i URFA E GRADING / - B.O.F. E LEV 94924'-\ 3, 4. & I) ', EXIST NO LINER TERMINATION DISCLAIMER �NUSE (SEE NOTE 1) CAS CHECKED BY MEN / DRAWN BY \� ✓ __-- -- -- _------... `- SURFACE GRADING SEE NOTES3. 4. GRADING ...- -----� OF (SEE NOTES 3, 4, 5) '- - -- TiON- ' - - - -_- (SEE NOTE 1) 1550 -A110 ENISTING (SEE PROXIMATE--... LINER NOTE 1) TERMINATION 954( 952( z O �<y w 950( 948( B SECTION B i APPROXIMA LOCATION 515.0 OF EXISTING LINER B4O.F......_____. - -�ERMiNATION RE- ISSUED FORPCONSFRUCTON ELEV = 9508.9' (SEE NOTE 1) -- N ISSUED FOR CONSTRUCTION URFA E GRADING _. - B.O.F. EL (SEE I m 3. 4. 3, 4. & I) ', EXIST NO LINER TERMINATION DISCLAIMER )540 954C )520 v 952C z O )500 w 9500 )480 9480 E SECTION E F SECTION F A100 100 20 0 20 40 FT 20 0 20 40 FT HORIZONTAL VERTICAL 9 9520 952C z 9500 'F 9500 W 9480 948C 9470 947C (SEE NOTE 6) LEGEND: EXISTING GROUND SURFACE CONTOUR EL, FEET PROPOSED GROUND SURFACE CONTOUR EL, FEET (PROVIDED BY WOODWARD & CURRAN 07/31/13) - - - - - PROPOSED DAYLIGHT LINE i -- — APPROXIMATE LOCATION OF EXISTING LINER TERMINATION �---� PROPOSED GROUND -- — EXISTING GROUND i- -� EXISTING PVC PIPE PVC PIPE EXTENSION (BY OTHERS) LIMITS OF LINER EXTENSION TO REMAIN EXPOSED (APPROXIMATELY 5,500 sq. ft.) NOTES: 1. PRIOR TO CONSTRUCTION, CONTRACTOR SHALL VERIFY THE LOCATION OF THE EXISTING LINER TERMINATION. 2. CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING ALL UTILITIES PRIOR TO CONSTRUCTION. 3. CONTRACTOR SHALL CLEAR ALL VEGETATION FROM WITHIN THE LINER EXTENSION LIMITS PRIOR TO INSTALLING THE GEOCOMPOSITE LINER. 4. CONTRACTOR SHALL GRADE THE AREA WITHIN THE LINER EXTENSION LIMITS SUCH THAT THE DISTANCE FROM THE BOTTOM OF THE PROPOSED FOOTING(S) IS /ARE NO LESS THAN 12 INCHES FROM THE TOP OF THE GEOMEMBRANE LINER. 5. SURFACE UPON WHICH THE GEOCOMPOSITE LINER WILL BE INSTALLED, SHALL BE RELATIVELY SMOOTH AND COMPACTED AND FREE OF OBJECTS THAT MAY DAMAGE THE LINER, AS APPROVED BY THE CQA ENGINEER. 6. PRIOR TO CONSTRUCTION, CONTRACTOR SHALL VERIFY LOCATION OF EXISTING PVC PIPE AND SUMP. C SECTION C lO0 B. IF. ELEV = 515.0 MFN ELEV 9510 0' RE- ISSUED FORPCONSFRUCTON — SECTIONS ... ... ...- -- N ISSUED FOR CONSTRUCTION APPROXIMATE LOCATION --- - -SURF - B.O.F. EL EV D493.1 3, 4. & I) ', EXIST NO LINER TERMINATION DISCLAIMER �NUSE (SEE NOTE 1) CAS CHECKED BY MEN AMEC PRODUCED THE INFORMATION PRESENTED ON THIS DRAWING THROUGH THE OF TECHNICAL INFORMATION AND PRACTICAL EXPERIENCE SPECIFIC TO ITS DRAWN BY \� ✓ APPROVED BY MEN `- SURFACE GRADING APPROXIMATE LOCATON OF (SEE NOTES 3, 4, 5) EXISTING LINER TERMINATION - -- -- ' - - - -_- (SEE NOTE 1) 1550 -A110 C SECTION C lO0 B. IF. ELEV = 515.0 MFN ELEV 9510 0' RE- ISSUED FORPCONSFRUCTON — SECTIONS 0 N ISSUED FOR CONSTRUCTION APPROXIMATE LOCATION L APPROXIMATE - -SURF r.F rRADING*-------LOCATION -OF- NOTES 3, 4. & I) ', EXIST NO LINER TERMINATION DISCLAIMER �NUSE (SEE NOTE 1) CAS CHECKED BY MEN 3540 )520 )500 9540 9520 9520 z 9500 O >ay w 950C 9480 3470 948C I B.O. ELEV = 9501.6' DIRMS MFN � I 09/06/13 RE- ISSUED FORPCONSFRUCTON CAS SECTIONS 0 N ISSUED FOR CONSTRUCTION APPROXIMATE LOCATION OF _ SURFACE GRADING EXISTING LINER TERMINATION (SEE NOTES 3. 4, & 5) SEE NOTE 1 D SECTION D AlOO �9 65 0: " ............ � �ONIAS V" CLIENT 9480 CRIPPLE CREEK & VICTOR GOLD MINING COMPANY PROJECT PROCESS SOLUTION ENHANCEMENT SYSTEM G SECTION G 100 TITLE PSES LINER EXTENSION 9540 9520 35DO 3480 DIRMS MFN 1 09/06/13 RE- ISSUED FORPCONSFRUCTON CAS SECTIONS 0 08/28/13 ISSUED FOR CONSTRUCTION MEN CFS DISCLAIMER �NUSE DESIGNED BY CAS CHECKED BY MEN AMEC PRODUCED THE INFORMATION PRESENTED ON THIS DRAWING THROUGH THE OF TECHNICAL INFORMATION AND PRACTICAL EXPERIENCE SPECIFIC TO ITS DRAWN BY CAS APPROVED BY MEN EFFORTS. RECEIVING THIS DRAWING DOES NOT GUARANTEE ANY RIGHTS TO SUCH TECHNICAL INFORMATION AND PRACTICAL EXPERIENCE. ANY ALTERATION OR FILENAME RAIIING No REV ION DATA CONTENTS THIS RESPONSIBILITY OEAMECUSER'S amed' 1550 -A110 A110 1 SOLE RISK AND WITHOUT ANY IABILITY ORFLEGA L