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2003-07-15_REVISION - M1980244
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2003-07-15_REVISION - M1980244
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Entry Properties
Last modified
6/15/2021 5:49:50 PM
Creation date
11/21/2007 12:36:34 PM
Metadata
Fields
Template:
DRMS Permit Index
Permit No
M1980244
IBM Index Class Name
Revision
Doc Date
7/15/2003
Doc Name
Weekly Const. Report
From
CC & V
To
DMG
Type & Sequence
AM8
Media Type
D
Archive
No
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e~~~ i <br />~° ~GOlder <br />ASSOCIc'~teS <br />July 8, 2003 <br />Golder Associates Inc. <br />44 Union Boulevard, Suite 300 <br />Lakewood, CO 80228 <br />(303) 980-0450 <br />(303) 985-2080 <br />Golder Project No.: 003-2203 <br />Mr. Ron Roberts <br />Cripple Creek & Victor Gold Mining Company REC~~V~D <br />P.O. Box 191 <br />2755 State Highway 67 JUL 15 2003 <br />Victor, CO 80860 <br />Divrsian ~f Minerals and Geology <br />RE: Summary No. 24: June 29 through July 5, 2003 <br />Cresson Project Phase IVb, c Construction Quality Assurance <br />Dear Mr. Roberts, <br />Golder Associates Inc. (Golder) is pleased to submit this summary of Phase IVb and c Construction <br />Quality Assurance (CQA) services performed for the Cresson Project during the period of June 29 <br />through July 5, 2003. <br />The weather during this reporting period was clear to cloudy. Approximate daytime low <br />temperatures ranged from 44° F to 59° F, and highs ranged from 70° F to 87° F. Weather <br />observations were made on four days of this seven-day reporting period. <br />Construction Synopsis <br />Ames Construction Inc. (Ames) of Aurora, Colorado is the earthworks contractor for the Phase IVb <br />construction. Ames conducted Phase IVb construction activities on four days of this seven-day <br />reporting period (June 30 through July 3). Poly-Flex conducted Phase IVb construction activities on <br />three days of this seven-day reporting period (June 30 through July 2). <br />Phase IVb <br />Ames conducted slope re-contouring, compaction, and SF removal in the Phase IVb OSA on Substation <br />Hill, east and upslope of the Phase IVb PSSA. <br />Ames continued excavation of the Phase IVb OSA geomembrane anchor trench on the Phase lII ore <br />slope 9636 elevation bench, excavating approximately 300 lineaz feet of anchor trench in preparation <br />for geomembrane deployment. Ames also backfilled approximately 400 linear feet of Phase IVb OSA <br />anchor trench on the south facing slope of Substation Hill near the Secondary Crusher. <br />
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