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2011-08-26_REPORT - M1980244 (28)
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2011-08-26_REPORT - M1980244 (28)
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Last modified
8/24/2016 4:42:42 PM
Creation date
2/27/2014 9:38:09 AM
Metadata
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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 1 of 3
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CC&V
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DRMS
Media Type
D
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WTI I= <br />surface was free of desiccation cracks. Where the surface of the SLF did not meet <br />specifications, Ames repaired the area and re- compacted the surface. Lone Star provided <br />written certification of geomembrane subgrade acceptance. The subgrade acceptance <br />certificates are presented in Appendix G. <br />AMEC assigned each geomembrane panel a number. Single -sided textured 80 -mil LLDPE <br />geomembrane (textured side down) panels deployed in the 2011 Phase 5 VLF OSA 2nd <br />Portion were designated by P121 through P438, P568 through P635, and P686 through <br />P701 as part of the primary liner. <br />AMEC marked the panel designation and roll number directly on each panel after it was <br />deployed. The geomembrane record drawings, showing the 2011 Phase 5 VLF OSA 2nd <br />Portion primary geomembrane panel layout and destructive testing, are presented in Record <br />Drawing No. 4 in Appendix A. <br />During geomembrane deployment, AMEC measured sheet thickness with a pointed <br />micrometer. AMEC measured sheet thickness at five random locations along each edge of <br />each geomembrane panel. The average thickness specified for the 80 -mil geomembrane <br />was 80 mils. Project specifications for 80 -mil geomembrane required that the average of the <br />five thickness measurements be no less than the 80 mils, and that no individual <br />measurement be less than nominal thickness minus 8 mils (i.e., 72 -mil). The thickness <br />monitoring provided by AMEC indicated that all of the panels met or exceeded project <br />requirements. <br />AMEC personnel measured deployed panel lengths by use of a measuring wheel. <br />Recorded lengths were approximate, and do not reflect any trimming or adjustments made <br />for final placement or anchor trench lengths. <br />AMEC personnel observed the surface of each deployed panel. AMEC logged any <br />penetration defects and marked them on the panel. Section 6.4 provides further discussion <br />of repairs. AMEC also observed the overlap of each panel with adjacent panels to verify <br />AMEC Earth & Environmental, Inc. <br />2000 S Colorado Blvd 2 -1000 <br />Denver, CO 80222 <br />Tel 303 - 935 -6505 <br />Fax 303 - 935 -6575 www.amec.com <br />Me] <br />
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