2004-10-08_REVISION - m1980244 (6)

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N i z z 3 0 o 0: o V M rn > LM ooim r00 Ix �N0 N O C 6" o M O a 0 O V ov 0 z v0 v 0 U ET` � aao zDac WA 10300 10200 10100 10000 W W W zz 9900 a W •M 9700 •m x&714161 0 200 400 600 800 HORIZONTAL OFFSET (FEET) p p B S E C T I O N B— 6 Scale in Feet 0 50 100 200 j, 1" = 100 feet ENGINEER'S STAMP NO. I REVISION DESCRIPTION THIS DRAWING IS NOT APPROVED UNLESS LAST REVISION IS HAND v wv Yvv vvv ovv Ivvv Izvv I4vv 1bUU 1800 2000 2200 2400 2600 RLB HORIZONTAL OFFSET (FEET) JFL 2004 RECORD DRAWING MRJ GE • 2003 RECORD DRAWING A SECTION A - A' Scale in Feet MENIll 1 'W IV 2002 RECORD DRAWING ® GSL GE JFL 0 50 100 200 HIGH VOLUME SOLUTION S/OyA 11`\\0 REVISED, RE- ISSUED FOR CONSTRUCTION -1.6 1 1 1" = 100 feet GE GE PERMANENT B9 C C' 9950 1 NOT SCALE 1 INCH THE DRAWING SCALE IS ALTERED DIVERSION CHANNELS ISSUED DRAFT 9950 10000 9850 -10000 0 200 400 600 800 HORIZONTAL OFFSET (FEET) p p B S E C T I O N B— 6 Scale in Feet 0 50 100 200 j, 1" = 100 feet ENGINEER'S STAMP NO. I REVISION DESCRIPTION THIS DRAWING IS NOT APPROVED UNLESS LAST REVISION IS HAND RR , pO RECIs 1 10/11/03 RLB .``�, JFL 2004 RECORD DRAWING MRJ GE • 2003 RECORD DRAWING MRJ 1 'W IV 2002 RECORD DRAWING ® GSL GE JFL WIDEN ACCESS ROADS TO 20' HIGH VOLUME SOLUTION S/OyA 11`\\0 REVISED, RE- ISSUED FOR CONSTRUCTION -1.6 01 GE GE REVISED, RE- ISSUED FOR CONSTRUCTION IF THE ABOVE BAR DOES GE ISSUED FOR CONSTRUCTION COLLECTION SYSTEM RISERS NOT SCALE 1 INCH THE DRAWING SCALE IS ALTERED 9850 ISSUED DRAFT EASTERN ACCESS ROAD- 9850 9900 SEE DRAWING 23 1 PHASE IV ORE w (DESIGN BY OTHERS) ^ 1.6 0 F= 9750 20' CONSTRUCTIO 9750 0 0 9800 PHASE IV ORE (DESIGN BY OTHERS) ACCESS ROAD Q a J J w (� 20' PSSA PERIMETE w ACCESS ROAD 9650 20' CONSTRUCTION 1 9650 � 20' CONSTRUCTIO ACCESS ROAD 17 9700 A ACCESS ROAD 20 C REGRADED 20 PHASE III PHASE IV PSSA EXISTING COLORADO 9550 HIGHWAY 67 (TO BE REMOVED) 9550 9600 ORE 6 EXISTING PHASE III 17 GEOMEMBRANE EXISTING PHASE III GEOMEMBRANE 9450 9450 9500 I 0 200 400 600 800 HORIZONTAL OFFSET (FEET) p p B S E C T I O N B— 6 Scale in Feet 0 50 100 200 j, 1" = 100 feet ENGINEER'S STAMP NO. I REVISION DESCRIPTION THIS DRAWING IS NOT APPROVED UNLESS LAST REVISION IS HAND PERMANENT DIVERSION CHANNEL 9900 EASTERN ACCESS ROAD ri 20' CONSTRUCTION LJ ACCESS ROAD CL 20' PSSA PERIMETER ACCESS ROAD � 9800 0 25 J W �1 9700 2 1 22 EXISTING GROUND SURFACE 0 200 400 600 800 HORIZONTAL OFFSET (FEET) CSECTION C —C' F1111111111111111 Scale in Feet 0 50 100 200 1 1 1" = 100 feet DATE I BY CHKD AP'VD N0. I REVISION DESCRIPTION THIS DRAWING IS NOT APPROVED DATE BY CHKD AP'VD UNLESS LAST REVISION IS HAND WRITTEN /,,// -t lo RR , pO RECIs z_\ 10/11/03 RLB .``�, JFL 2004 RECORD DRAWING MRJ GE • 2003 RECORD DRAWING MRJ 1 'W IV 2002 RECORD DRAWING ® GSL GE JFL WIDEN ACCESS ROADS TO 20' SFD S/OyA 11`\\0 REVISED, RE- ISSUED FOR CONSTRUCTION Q 01 GE GE REVISED, RE- ISSUED FOR CONSTRUCTION IF THE ABOVE BAR DOES GE ISSUED FOR CONSTRUCTION Q NOT SCALE 1 INCH THE DRAWING SCALE IS ALTERED ISSUED DRAFT A PERMANENT DIVERSION CHANNEL 9900 EASTERN ACCESS ROAD ri 20' CONSTRUCTION LJ ACCESS ROAD CL 20' PSSA PERIMETER ACCESS ROAD � 9800 0 25 J W �1 9700 2 1 22 EXISTING GROUND SURFACE 0 200 400 600 800 HORIZONTAL OFFSET (FEET) CSECTION C —C' F1111111111111111 Scale in Feet 0 50 100 200 1 1 1" = 100 feet DATE I BY CHKD AP'VD N0. I REVISION DESCRIPTION THIS DRAWING IS NOT APPROVED DATE BY CHKD AP'VD UNLESS LAST REVISION IS HAND WRITTEN /,,// -t lo GiL 10/11/03 RLB KFO JFL 8/30/02 MRJ GE JFL 7/26/01 MRJ GE JFL 7/10/01 GSL GE JFL 2/16/01 SFD GE JFL 6/9/00 MRJ GE GE 5/25/00 MRJ GE GE DATE LEGEND 10300 10200 10100 10000 I— W W W !molt 'ITS Met 3500 a w J W - - - - - - - EXISTING GROUND SURFACE — ' — — EXISTING VLF COMPOSITE LINER PROPOSED PHASE IV COMPOSITE LINER NOTES 1. TOPOGRAPHY PROVIDED BY WESTERN STATES SURVEYING INC., BASE 9600 ON TOP OF SOIL LINER FILL AS -BUILT SURVEY FOR PHASE I, II, & 1999 PHASE III. ALL OTHER AREAS WERE BASED ON FEBRUARY 1998 AND DECEMBER 1999 GROUND SURVEYS AND THE 1998 AERIAL SURVEY. 2000 PHASE III AND PROPOSED PHASE IV REGRADING PLAN IS DEVELOPED BY GOLDER ASSOCIATES INC. 9500 2. PHASE IV ORE SIDE SLOPES SHOWN REFLECT SIDE SLOPES DURING 1000 OPERATIONS. 3. EXISTING PHASE III ORE SHALL BE REGRADED TO ACHIEVE SLOPES SHOWN. CLIENT DATE PRINT ISSUE RECORD Cripple Creek & Victor Gold Mining Company Cresson Project CC Joint Venture — AngloGold (Colorado) Corp., Manager PHASE IV VALLEY LEACH FACILITY CROSS SECTIONS DRAWN GSL DATE MAY, 2000 FfflcEED JFL JOB NO. 003 -2142 REVIEWED JFL DIGITAL NO. D033 A�.�' 01 If C APPROVED JFL & C SCALE AS SHOWN DWG 44 UNION BLVD. , SUITE 300, LAIB1f00D, COLORADO 80228 PILE N0. .ONE, (303)980 -0540 M. (303 985 -2080 2142D033 11 .1 ml