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PERMFILE129033
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PERMFILE129033
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Entry Properties
Last modified
8/24/2016 10:26:07 PM
Creation date
11/25/2007 7:01:43 PM
Metadata
Fields
Template:
DRMS Permit Index
Permit No
M1980244
IBM Index Class Name
Permit File
Doc Date
9/3/2002
Doc Name
Certification Report Weekly Summary No. 26
From
Cripple Creek & Victor Gold
To
DMG
Media Type
D
Archive
No
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~ - Associates <br />August 7s', 2001 <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 Project No.: 003-2203 <br />RE: Weekly Summary No. 26: July 29 through August 4, 2001 <br />Cresson Project Phase IVa, b, and c Construction Quality Assurance <br />Deaz Mr. Roberts, <br />Golder Associates Inc. (Golder) is pleased to submit this weekly summary of Phase IVa, b, and c <br />Construction Quality Assurance (CQA) services performed for the Cresson Project during the period of <br />July 29a'through August 4a', 2001. <br />The weather during this reporting period was cleaz to cloudy. Approximate daytime low temperatures <br />ranged from 46° F to 53° F, with highs ranging from 77° F to 87° F. Afternoon rain was recorded on <br />August 151. Weather observations were made on the six days worked of this seven-day reporting period. <br />Construction Synonsis <br />Ames Construction Inc. (Ames) of Aurora, Colorado is the earthwork contractor for the Phase IVa, <br />b, and c construction. Ames conducted Phase IVa, b, and c construction activities on six days of this <br />seven-day reporting period (July 30`" through August 4a'). <br />Phase Na <br />Ames continued Structural Fill placement and compaction efforts in the Upper Arequa Gulch azea. <br />Materials were loaded by a Caterpillar 375 track-hoe and a Caterpillar 9921oader into 777 haul <br />trucks from a clearing and borrow area east of Highway 67 and west of the Phase Na limits. <br />Structural Fill (SF) material was then offloaded and spread by a D 10 dozer into lifts not exceeding 3 <br />feet in thickness. Structural Fill gradation vaned at times and the lift thickness ranged between 2 <br />and 3 Feet in thickness accordingly. Ames removed deleterious and oversized material from the fill <br />azea. Blasting of the Phase Na azea east of the existing HWY 67, at Diversion Channel stations <br />36+00 through 43+00 continued during this workweek. <br /> <br />Golder Associates Inc. <br />44 Union Boulevard, Suite 300 <br />Lakewood, CO 80228 <br />(303) 980-0450 <br />(303) 985-2080 <br />Golder Associates Inc. <br />
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