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2003-08-05_REVISION - M1980244
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2003-08-05_REVISION - M1980244
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Entry Properties
Last modified
6/15/2021 5:49:54 PM
Creation date
11/21/2007 11:43:58 PM
Metadata
Fields
Template:
DRMS Permit Index
Permit No
M1980244
IBM Index Class Name
Revision
Doc Date
8/5/2003
Doc Name
Weekly Construction Report
From
CC & V
To
DMG
Type & Sequence
AM8
Media Type
D
Archive
No
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:~ <br />-Associates <br />July 23, 2003 <br />Mr. Ron Roberts <br />Cripple Creek & Victor Gold Mining Company <br />P.O. Box 191 <br />2755 State Highway 67 <br />Victor, CO 80860 <br />Golder Associates Inc. <br />44 Union Boulevazd, Suite 300 <br />Lakewood, CO 80228 RECE~~E® <br />(303) 980-0450 <br />(303) 9ss-2oso AUG 0 S 2Gb~ <br />Golder Project No.: 003~-~('I~Mlnerals and Gaolagy <br />RE: Summary No. 26: July 13 through July 19, 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 July 13 <br />through July 19, 2003. <br />The weather during this reporting period was cleaz to cloudy. Approximate daytime low <br />temperatures ranged from 52° F to 58° F, and highs ranged from 79° F to 97° F. Weather <br />observations were made on six days of this seven-day reporting period. <br />Construction Svnonsis <br />Ames Construction Inc. (Ames) of Aurora, Colorado is the earthworks contractor for the Phase PJb <br />construction. Ames conducted Phase IVb construction activities on six days of this seven-day reporting <br />period (July 14 through July 19). Poly-Flex conducted Phase Pdb construction activities on seven days <br />of this seven-day reporting period (July 13 through July 19). <br />Phase Nb <br />Ames compacted subgrade Structural Fil1(SF) in prepazation for Soil Liner Fill (SLF) placement in the <br />Phase TVb OSA on the south facing slopes of Substafion Hill and Raven Hill. <br />Ames exposed approximately 1001inear feet of geomembrane liner at the Phase IVb / Phase I /Phase II <br />tie-in by removing previously placed Drain Cover Fill (DCF) and a 20-foot access road. <br />Ames resumed excavation of the Phase IVb OSA geomembrane anchor trench on the Substation Hill <br />upper bench area, excavating approximately 200 linear feet of anchor trench in preparation for <br />
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