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2012-08-24_REPORT - M1980244 (10)
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2012-08-24_REPORT - M1980244 (10)
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Entry Properties
Last modified
8/24/2016 5:05:51 PM
Creation date
8/28/2012 2:55:03 PM
Metadata
Fields
Template:
DRMS Permit Index
Permit No
M1980244
IBM Index Class Name
REPORT
Doc Date
8/24/2012
Doc Name
CQA REPORT, MAY 2012
From
CC&V
To
DRMS
Type & Sequence
AM10
Email Name
TC1
Media Type
D
Archive
No
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amec- <br />C) Remediation <br />The crown pillar at Underground Working # 4052 was collapsed by blasting. A CAT 330 excavator <br />was used to excavate the collapsed crown pillar from the working. An AMEC field representative <br />observed the remediation activities. <br />Remediation of Underground Working #4077 was performed placing the concrete plug in the <br />working. Seven feet of cemented rock fill was placed on top of the previously placed concrete. An <br />AMEC field representative observed cemented rock fill. <br />The crown pillar at Underground Working # 4081 was collapsed by blasting. A CAT 330 excavator <br />was used to excavate the collapsed crown pillar from the working. The working was backfilled to <br />approximately 10 feet from the existing ground surface. The sides were then shaped with 05V:1 H <br />slopes preparing the shaft for concrete plug installation. An AMEC field representative observed <br />the remediation activities. <br />A concrete plug was placed at Underground Working #4083. Approximately sixteen cubic yards of <br />approved concrete from Transit Mix was placed in the previously approved plug, shaped in the <br />shaft. The concrete placement was observed by an AMEC field representative. <br />Testing of the concrete placed in the Underground Workings was performed by an AMEC field <br />representative. Slump, air entrainment, and temperature testing was performed with results <br />passing. One set of nine 4 "x 8" cylinders were cast for laboratory compressive strength testing. <br />The crown pillar at Underground Working # 4089 was collapsed by blasting. A CAT 330 excavator <br />and a John Deer 850 excavator were used to excavate the collapsed crown pillar from the <br />working. The working was excavated to the limits of the excavator. Backfilling was then performed <br />with coarse shaft backfill. Due to access, the material as placed in small lifts and bucket tamped <br />using the excavator. This was performed preparing for geogrid placement and activities were <br />observed by an AMEC field representative. <br />D) Structures <br />No work performed during the week. <br />III) Geosynthetics <br />A) Geomembrane Installation <br />No work performed during the week. <br />B) Anchor Trench <br />No work performed during the week. <br />C) Geomembrane Exposure <br />No work performed during the week. <br />D) Geomembrane Acceptance <br />No work performed during the week. <br />IV)Storm Water Management <br />A) Best Management Practices (BMP) <br />Best Management Practices are being observed throughout the Mill Site Earthworks project. <br />MEW Weekly Report WE 05.26.2012 <br />
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