2004-10-08_REVISION - m1980244 ‎(14)‎

• Permit No: m1980244
• IBM Index Class Name: Revision
• Doc Date: 10/8/2004
• Doc Name: Phase IVc Remediation areas and cut/fill isopach sheet 1 of 2
• From: Golder Associates
• To: DMG
• Type & Sequence: AM8
• Media Type: M
• Archive: No

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LEGEND
- -10— THICKNESS OF CUT IN FEET
—10— THICKNESS OF FILL IN FEET
EXISTING LIMITS OF PHASE I, II AND III
■ ■ LIMITS OF PHASE IV
AREA REQUIRING REMEDIATION OF UNDERGROUND OPENINGS
AREA REQUIRING CUT
OUG300 SURFACE DISTURBANCE TO BE REMEDIATED
NOTES
1. REFER TO UNDERGROUND WORKINGS REPORT FOR DESCRIPTIONS OF
CORRESPONDING UNDERGROUND WORKINGS /SURFACE DISTURBANCES.
2. CUT /FILL FOUNDATION GRADING DEPTHS CALCULATED AFTER AN
ASSUMED 1' AVERAGE TOPSOIL STRIPPING, HOWEVER, ALL
SALVAGEABLE TOPSOIL SHALL BE REMOVED. EARTHWORK VOLUMES
AND ISOPACH MAP WERE CALCULATED ON A 10' GRID INTERVAL.
3. CUT /FILL VOLUMES GENERATED BY CONTRACTOR MAY VARY
FROM THAT SHOWN BASED ON FOUNDATION CONDITIONS
ENCOUNTERED DURING CONSTRUCTION.
4. DRAWING CUT AND FILL PRESENTED FOR INFORMATION ONLY.
5. SEE DRAWING 12 FOR UNDERGROUND REMEDIATION DETAILS.
6. REMEDIATE ALL UNDERGROUND WORKINGS WITHIN 50 VERTICAL FEET
OF THE FINAL SOIL LINER SUBGRADE SURFACE.
i
Scale in Feet
0 50 100 200
1"= 100 feet
CC Cripple Creek & Victor Gold Mrs Company
�v Cresson Project
A Joint Venture - AngloGold (Colorado) Corp., Manager
n,LE PHASE IVc
MEMATION AREAS AND CUTTU ISOPACH SHEET 1 OF 2
DRAWN GSL MAY, 2000
CHECKED JOB NO.
GE 003 -2142
- REVIEWED GE DIGITAL NO. D049
APPROVED SCALE JFL
ales
AS SHOWN DWG REV /�
44 UNION BLVD. , SUITE 30Q IAKEWOOD, COLORADO 80228 F'D,E N0. Q,
PHONE: [phone] FAX: [phone]DD49 7d