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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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ASSOCI~c'1teS <br /> <br />I• <br />August 28a', 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. 29: August 19 through August 25, 2001 <br />Cresson Project Phase IVa, b, and c Construction Quality Assurance <br />Dear Mr. Roberts, <br />Golder Associates Inc. (Golder) is pleased to submit this weekly summary of Phase Na, b, and c <br />Construction Quality Assurance (CQA) services performed for the Cresson Project during the period of <br />August 19a' through August 25a', 2001. <br />The weather during this reporting period was cleaz to cloudy. Approximate daytime low temperatures <br />ranged from 44° F to 51° F, with highs ranging from 73° F to 80° F. Rain was recorded on August 22"a <br />and 25a'. Weather observations were made on the six days worked of this seven-day reporting period. <br />Construction Svnopsis <br />Ames Construction Inc. (Ames) of Aurora, Colorado is the earthwork contractor for the Phase Na, <br />b, and c construction. Ames conducted Phase Na, b, and c construction activities on six days of this <br />seven-day reporting period (August 20a' through August 25`h) <br />Phase Na <br />Ames continued Structural Fill placement and compaction efforts in the Upper Arequa Gulch area <br />(between Run of Mine haul road and Bull Hill). Materials were loaded by a Caterpillaz 375 track- <br />hoe and a Caterpillaz 992 loader into 777 haul trucks from a blast clearing and borrow area east of <br />Highway 67 and west of the Phase IVa limits. Structural Fill (SF) material was then offloaded and <br />spread by a D10 dozer into lifts not exceeding 3 feet in thickness. Structural Fill gradation vazied at <br />times and the lift thickness ranged between 1.5 and 3 feet in thickness accordingly. Ames removed <br />deleterious and oversized material from the fill area. Oversize material was removed by the <br />Caterpillar D10 dozer and pushed to the random fill construction azea, northeast of the compacted SF <br />Golder Associates Inc. <br />44 Union Boulevazd, Suite 300 <br />Lakewood, CO 80228 <br />(303)980-0450 <br />(303) 985-2080 <br />Golder Associates Inc. <br />
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