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2011-08-26_REPORT - M1980244 (25)
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2011-08-26_REPORT - M1980244 (25)
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Last modified
8/24/2016 4:42:42 PM
Creation date
2/27/2014 10:14:05 AM
Metadata
Fields
Template:
DRMS Permit Index
Permit No
M1980244
IBM Index Class Name
Report
Doc Date
8/26/2011
Doc Name
Final Report QA 2011 Phase 5 VLF Ore Storage Aug 26, 2011 vol 2 of 3 DOCUMENT 3 OF 3
From
CC&V
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DRMS
Media Type
D
Archive
No
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"wil <br />D) Geomembrane Delivery <br />1) VLF <br />No geomembrane was delivered to site during the week. <br />E) Geomembrane Exposure <br />1) VLF <br />Exposure of the Phase IV geomembrane between stations G22 +00 ( + / -) and G29 +00 ( + / -), <br />approximately 200 feet left of centerline was performed using a John Deere 35D excavator and <br />three laborers. An AMEC field representative observed the geomembrane exposure constantly. <br />CQA ACTIVITIES: <br />SUMMARY: <br />The CQA activities performed consisted of observing, documenting and recording the construction <br />activities of the contractor. <br />AMEC observed structural fill placement within the Phase 5 VLF fill area. <br />AMEC inspected and approved subgrade prior to SLF placement. <br />AMEC observed, performed testing, obtained samples, and assisted in the placement of Soil Liner Fill <br />material within the Phase VLF. <br />AMEC observed, logged data, and assisted in the installation of geomembrane within the Phase 5 VLF. <br />AMEC observed and inspected anchor trench construction. <br />AMEC observed the installation of the low volume solution collection system. <br />AMEC observed and obtained samples LVSCF placement. <br />AMEC inspected and approved secondary geomembrane for further construction activities. <br />AMEC observed the remediation of the temporary drain pipe at the toe of the South Toe Berm. <br />Testing Summary <br />Laboratory testing continued (Particle Size Distribution, Atterberg Limits, Moisture - Density Relations, <br />Specific Gravity, Permeability, and Point Load testing) for sampled materials. <br />VLF Weekly Report WE 09.04.10.13 <br />
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