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a <br />S <br />+mD <br />N <br />i <br />e iO <br />I <br />000 <br />?�N <br />a <br />ONN � <br />0`�c�i� <br />m <br />o a <br />o nom <br />Z :) a c <br />10 <br />CA•••♦ <br />i <br />�. <br />LP <br />D <br />UG-406 <br />UG-405 <br />IG-413 <br />UG-432 <br />UG -414 <br />/O <br />1 <br />.r <br />UG -404 <br />UG -433 <br />—20 <br />IF THE ABOVE BAR DOES <br />NOT SCALE I INCH THE <br />DRAWING SCALE IS ALTERED <br />0 <br />0 <br />0 <br />rn <br />z <br />ENGINEER'S STAMP <br />o� "lo�N f • (u G O <br />U " <br />91 _ <br />s i <br />#* #* <br />� M � <br />0 <br />0 <br />rn <br />z <br />E37000 <br />PHASE I <br />(EXISTING) <br />0 <br />0 <br />u7 <br />0 <br />z <br />LEGEND <br />THICKNESS OF CUT IN FEET <br />10— THICKNESS OF FILL IN FEET <br />= = =w = == EXISTING LIMITS OF PHASE I, II AND III <br />■ ■� LIMITS OF PHASE IV <br />AREA REQUIRING REMEDIATION OF UNDERGROUND OPENINGS <br />AREA REQUIRING CUT <br />OUG300 SURFACE DISTURBANCE TO BE REMEDIATED <br />%44 <br />-5 ♦•• <br />♦ ♦ ♦♦ I <br />♦♦♦ <br />�s ♦ ♦♦ Imo• <br />♦♦ <br />-25 ♦ ♦ CT <br />�, b ♦ 40 <br />o <br />�5 C <br />—35 <br />—10 7 15- <br />~` "2S <br />N0. I REVISION DESCRIPTION THIS DRAWING IS APPROVED 1rBrrrEN I DATE BY <br />2002 RECORD DRAWING <br />REVISED ISOPACH <br />REVISED, RE— ISSUED FOR CONSTRUCTION <br />REVISED, RE— ISSUED FOR CONSTRUCTION <br />ISSUED FOR CONSTRUCTION <br />ISSUED DRAFT <br />15�\ <br />1113111111 <br />0 <br />0 <br />0 <br />0 <br />z <br />Scale in Feet <br />0 50 100 200 <br />1" = 100 feet <br />CHKD AP'VD NO. REVISION DESCRIPTION THIS DRAWING IS NOT APPROVED <br />UNLESS LAST REVISION IS HAND <br />Q <br />Permit #,M -19$0 -044 Confidental ?:�� <br />Class: Type -Seq.: <br />From: To:� <br />Doc. Name: �DIIFTtO <br />_ Doc. Date (if no date stamp): 9 3 0,�-- <br />7/26/01 <br />7/10/01 <br />MRJ <br />GSL <br />GE <br />GE <br />JFL <br />JFL <br />2/16/01 <br />SFD <br />GE <br />JFL <br />6/9/00 <br />MRJ <br />GE <br />GE <br />5/25/00 <br />RB <br />GE <br />GE <br />ti <br />0 <br />_.■ <br />0 <br />o <br />u7 <br />z <br />L <br />170, <br />NOTES <br />1. REFER TO UNDERGROUND WORKINGS REPORT FOR DESCRIPTIONS OF <br />CORRESPONDING UNDERGROUND WORKINGS /SURFACE DISTURBANCES. <br />2. CUT /FILL FOUNDATION GRADING DEPTHS CALCULATED AFTER AN <br />ASSUMED 1' AVERAGE TOPSOIL STRIPPING, HOWEVER, ALL <br />SALVAGEABLE TOPSOIL SHALL BE REMOVED. EARTHWORK VOLUMES <br />AND ISOPACH MAP WERE CALCULATED ON A 10' GRID INTERVAL. <br />3. CUT /FILL VOLUMES GENERATED BY CONTRACTOR MAY VARY FROM <br />THAT SHOWN BASED ON FOUNDATION CONDITIONS ENCOUNTERED <br />DURING CONSTRUCTION. <br />4. DRAWING CUT AND FILL PRESENTED FOR INFORMATION ONLY. <br />5. SEE DRAWING 12 FOR UNDERGROUND REMEDIATION DETAILS. <br />6. REMEDIATE ALL UNDERGROUND WORKINGS WITHIN 50 VERTICAL FEET <br />OF THE FINAL SOIL LINER SUBGRADE SURFACE. <br />�HASE IVb o UG -483 <br />USG ®17�•'•• <br />UG- 8 ••�••`�• <br />/ •• �•WAWft • <br />UGo482 <br />• TTY <br />�4 <br />UG81 <br />UG -478 <br />o <br />0� <br />40 <br />U \ \ <br />o OZ' <br />0 <br />`VO `5 <br />CLIENT <br />PRINT ISSUE RECORD <br />DATE <br />IG— 480 <br />0 <br />UG -479 <br />I <br />UG— 476 <br />\G-477 ! <br />• UG -473 <br />! O <br />UG-475 <br />OO <br />\ —474 <br />\S S� <br />w <br />.7Ov <br />�0 <br />Ill�t ` <br />RECEIVED <br />SEP 0 3 2002 <br />tiiISien of Minerals and Geology <br />11,1 <br />0 <br />C <br />&V Cripple Creek & Victor Gold Mining Company <br />Cresson Project <br />SIG. A Joint Venture — AngloGold (Colorado) Corp., Manager <br />TITLE PHASE IVa <br />REWEDIATM AREAS AM WT/FU ISOPACH <br />DRAWN GSL DATE MAY, 2000 <br />CHECKED GE Ioe NO. 003 -2142 <br />REVIEWED GE DIGTTAL N0. D015 <br />APPROVED JFL <br />SCALE Dec µ REV / <br />AS SHOWN <br />44 UNION BLVD. ^SUITE 300, LAKEWOOD, COLORADO 80228 FI" NO. 4 <br />.... _ , , .,o. ... 2142DO15 %a <br />