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2009-07-07_REPORT - M1980244 (6)
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2009-07-07_REPORT - M1980244 (6)
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Last modified
8/24/2016 3:48:33 PM
Creation date
2/26/2014 9:30:44 AM
Metadata
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Template:
DRMS Permit Index
Permit No
M1980244
IBM Index Class Name
Report
Doc Date
7/7/2009
Doc Name
QA July 7,2009: Load out Bin Relpcation Doc 1 of 7
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DRMS
Media Type
D
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Cripple Creek & Victor Gold Mining Company <br />Cresson Project ameO <br />Quality Assurance Monitoring and Test Results <br />Load Out Bin Relocation <br />July 7, 2009 <br />6.1.1 Conformance Testing <br />Geomembrane manufactured by Poly -Flex was installed in the LOB. An AMEC representative <br />performed geomembrane conformance sampling at the Poly -Flex plant in Grand Prairie, Texas. <br />Samples were sent to TRI /Environmental, Inc. geosynthetic laboratory in Austin, Texas, for <br />conformance testing. Geomembrane rolls were not used on the project unless approved by <br />AMEC based on conformance test results. <br />Prior to the geomembrane arrival to site, TRI performed 3 conformance tests at a frequency of <br />one test per 78,775 square feet, exceeding the minimum specified testing frequency of one test <br />per 150,000 square feet. Conformance testing for the 80 -mil smooth and 100 -mil single sided <br />texture LLDPE geomembrane used to construct the LOB liner system met specifications. <br />Conformance test results are presented in Appendix K. <br />6.1.2 Deployment Monitoring <br />Geomembrane panel deployment monitoring performed by AMEC included: <br />■ Observation of panel surface condition and panel overlap; <br />■ Assignment of panel numbers; <br />■ Verification of factory roll number and receipt of complete certification prior to allowing <br />deployment; <br />■ Measurement of sheet thickness; <br />■ Documentation of deployed panel lengths; <br />■ Development of panel layout record drawing; and <br />■ Observation of Phase IVc tie -in. <br />Prior to the deployment of geomembrane, AMEC and Lonestar verified that the subgrade was <br />free of soft spots, protrusions, angular particles, abrupt grade changes, and loose soil. AMEC <br />and Lonestar verified that the SLF surface had been proof - rolled, and that the SLF surface was <br />free of desiccation cracks. Where the surface of the SLF did not meet specifiations, Ames <br />repaired the area and re- compacted the surface. Lonestar provided written certification of <br />geomembrane subgrade acceptance. The subgrade acceptance certificates are presented in <br />Appendix G. <br />SAPROJECTS \1125E CCV CQA \H3 - CONSTRUCTION \LOB CERT REPORT\REPORT BODY\LOB CERT REPORT 2009.07.01.DOC 18 <br />
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