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2012-11-15_REPORT - M1980244 (5)
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2012-11-15_REPORT - M1980244 (5)
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Last modified
8/24/2016 5:10:36 PM
Creation date
11/16/2012 1:54:32 PM
Metadata
Fields
Template:
DRMS Permit Index
Permit No
M1980244
IBM Index Class Name
REPORT
Doc Date
11/15/2012
Doc Name
CQA REPORTS 11/03/2012
From
CC&V
To
DRMS
Type & Sequence
AM10
Email Name
TC1
Media Type
D
Archive
No
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Pon AS <br />MILL SITE EARTHWORKS FIELD MONITORING SUMMARY (WEEKLY REPORT) <br />Project Title: Mill Site Earthworks <br />Owner: Cripple Creek & Victor Gold Mining Co <br />Location: Cripple Creek & Victor Gold Mine <br />Work Element: Mill Site Earthworks <br />Date: November 3, 2012 <br />Reporting Period: 10/28/2012 through 11/3/2012 <br />Days <br />S <br />M <br />T <br />I W <br />I T <br />F <br />S <br />Work Shifts <br />D <br />D <br />D <br />D <br />D <br />- <br />- <br />- <br />N <br />N <br />N <br />N <br />- <br />- <br />D = Day Shift N = <br />Night Shift <br />Project No.: 74201125KO <br />Contractor: Ames Construction Co., Inc. <br />Shift: Day /Night <br />Ambient Temperature Range (°F): Low: 25 °F to 35 °F ( + / -) High: 45 °F to 57 °F <br />AMEC CQA: Personnel On -site through the Reporting Period (See Attachment A). <br />Ames: Ames paused construction activities after night shift on Thursday, November 1, 2012 due to a <br />prescheduled event. Work activities will resume Monday, November 5, 2012. <br />CONSTRUCTION ACTIVITIES and PROGRESS: <br />I) Earthworks <br />A) Subgrade Preparation <br />Subgrade preparation or acceptance were not performed during the week. Previously approved <br />subgrade is shown on Figure 2. Subgrade preparation is complete. <br />B) Overburden Fill Placement <br />Overburden fill material was delivered from CC &V Mine Operations throughout the day shift. An <br />Ames CAT D -10 dozer was used to maintain the borrow area. A CAT 992 and CAT 988 front -end <br />loader were used to load overburden fill material into CAT 40 -ton articulating haul trucks. <br />Overburden fill was placed in the areas shown on Figure 1. DCF depth was checked by survey <br />and the area was approved prior to fill placement above DCF. Overburden fill was placed in 36" <br />to 40" lifts using various CAT dozers. Each lift was moisture conditioned using a tandem axle <br />water truck (when necessary) and compacted using a 10 -ton vibratory smooth drum compactor, <br />passing over the entire fill surface at least 4 times (method compaction technique was applicable). <br />Subgrade temperatures were monitored by an AMEC field representative prior to fill placement <br />when ambient temperatures were below 32 °F. Fill material was not placed until the entire fill area <br />was at or above 32 °F. Ambient temperatures remained above 32 °F during all shifts. <br />C) Slope Contouring <br />No work performed during the week. <br />MEW Weekly Report WE 11.03.2012 <br />
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