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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
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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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DRMS
Media Type
D
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ameO <br />Prior to geomembrane deployment on the SLF, Ames proof - rolled, compacted, and <br />hand - worked the fill surface to be free of desiccation cracks and abrupt grade changes. <br />AMEC then inspected the surface. Sharp or angular stones greater than 0.75 inches in <br />diameter were removed from the finished surface. AMEC approved fill surfaces prior to <br />release to Lone Star for deployment. AMEC and Lone Star provided formal subgrade <br />approval prior to geomembrane deployment. Subgrade acceptance forms are presented in <br />Appendix G. <br />2.6 2011 Phase 5 VLF OSA 2 "d Portion Composite Liner System <br />The 2011 Phase 5 VLF OSA 2nd Portion is comprised of a primary composite liner, as <br />follows: <br />• The primary composite liner system in the 2011 Phase 5 VLF OSA 2nd <br />Portion consists of a minimum of 12 inches of compacted SLF overlain by <br />a layer of 80 -mil single -sided textured LLDPE geomembrane (textured <br />side down). <br />• The HVSCS is installed over the primary geomembrane. The HVSCS <br />consists of HVSCS piping and DCF (minimum of 2 feet). <br />The installation of the primary geomembrane layer in the 2011 Phase 5 VLF OSA 2nd <br />Portion began in October 2010 and was completed in August 2011. Lone Star installed <br />approximately 1,390,253 (neat line) square feet of 80 -mil single -sided textured LLDPE <br />(textured side down) geomembrane to project specifications. <br />Geomembrane installation for the 2011 Phase 5 VLF OSA 2nd Portion is discussed further in <br />Section 3.1. Ames anchored geomembrane at the limits of the 2011 Phase 5 VLF OSA 2nd <br />Portion and temporarily along the 9,910 and 10,060 ft elevation benches in an anchor <br />trench, with the dimensions of each trench a minimum of 3 feet deep by 1 foot wide. Ames <br />backfilled the anchor trenches with suitable anchor trench backfill material, or with SLF <br />material where the future primary geomembrane liner covers the anchor trench. Ames <br />placed anchor trench backfill in maximum 12- inch -thick compacted lifts. Anchor trench <br />backfill was compacted with a hand - operated 500 -pound vibratory compactor and "Jumping <br />Jacks" to project specifications. <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 />11 <br />
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