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2011-10-06_REPORT - M1980244
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2011-10-06_REPORT - M1980244
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Entry Properties
Last modified
6/15/2021 5:52:30 PM
Creation date
10/12/2011 8:00:39 AM
Metadata
Fields
Template:
DRMS Permit Index
Permit No
M1980244
IBM Index Class Name
REPORT
Doc Date
10/6/2011
Doc Name
Weekly Construction Quality Assurance ("CQA") Reports: Weeks of 9/10, 9/17, and 9/24/2011.
From
CC&V
To
DRMS
Type & Sequence
AM9
Email Name
BMK
TC1
Media Type
D
Archive
No
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Days <br />S <br />M <br />T <br />W <br />T <br />F <br />S <br />Work Shifts <br />- <br />- <br />D <br />D <br />D <br />D <br />D <br />D = Day Shift N = Night Shift <br />VLF EARTHWORKS FIELD MONITORING SUMMARY (WEEKLY REPORT) <br />Project Title: CC &V/ Phase 5 <br />Owner: Cripple Creek & Victor Gold Mining Co. <br />Location: Cripple Creek & Victor Gold Mine <br />Work Element: Phase 5 CQA/ VLF <br />Date: September 10, 2011 <br />Reporting Period: 9/4/11 through 9/10/11 <br />Ambient Temperature Range (F): Low: 40 ° F to 46 ° F ( + / -) High: 52 °F to 67 °F ( + / -) <br />AMEC CQA: Personnel On -site through the Reporting Period (See Attachment A). <br />AMES/Lonestar: Work activities were paused between 9/3/2011 and 9/5/2011 in observance of the <br />Labor Day holiday. Work activities resumed on Tuesday, 9/6/2011. <br />CONSTRUCTION ACTIVITIES and PROGRESS: <br />ame <br />Project No.: 84201125E0 <br />Contractor: Ames Construction Co., Inc. <br />Shift: Day <br />I) EARTHWORKS <br />A) Subgrade Preparation <br />1) VLF <br />Subgrade shown on Figure 1 was inspected and accepted by an AMEC field representative for <br />soil liner fill placement. <br />B) Slope Contouring <br />1) VLF <br />Slope contouring was performed between stations H0 +00 ( + / -) and H6 +00 ( + / -), approximately <br />0 to 350 feet right of centerline. Slope contouring was performed using two CAT D -6 LGP <br />dozers. <br />C) Soil Liner Fill <br />1) VLF <br />Soil liner fill (SLF) placement continued in the areas shown on Figure 2. Subgrade was <br />approved and moisture conditioned prior to placement using a tandem -axle water truck. <br />Placement was performed using various CAT dozers and one skid steer loader in a one -foot <br />compacted lift. SLF material was hauled to the placement area from the S. Cresson clay <br />stockpile using 40 -ton articulating haul trucks loaded by a John Deere 744 front -end loader. <br />Moisture conditioning of SLF material was performed in place using a tandem -axle water truck <br />VLF Weekly Report WE 09.10.2011 <br />
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