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2014-02-07_REPORT - M1980244 (3)
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2014-02-07_REPORT - M1980244 (3)
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Last modified
8/24/2016 5:39:49 PM
Creation date
2/11/2014 3:22:36 PM
Metadata
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Template:
DRMS Permit Index
Permit No
M1980244
IBM Index Class Name
REPORT
Doc Date
2/7/2014
Doc Name
Final Report Quality Assurance Monitoring & Test Results
From
CC&V
To
DRMS
Email Name
TC1
Media Type
D
Archive
No
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Cripple Creek & Victor Gold Mining Company <br />PSES Pipe Rack Liner Extension <br />Final Report ameO <br />Quality Assurance Monitoring &Test Results <br />February 4, 2014 <br />3.0 GEOSYNTHETICS INSTALLATION <br />Geosynthetics installed for the PSES Pipe Rack Liner Extension consisted of GCL and <br />geomembrane. GCL was used on this project to provide a low permeability layer <br />underneath the geomembrane. The geomembrane utilized on this project was an 80- <br />mil double -sided textured LLDPE geomembrane. <br />3.1 PSES Pipe Rack Liner Extension System <br />Geomembrane installation activities for the PSES Pipe Rack Liner Extension system <br />included deployment, seaming, and non - destructive and destructive testing of 80 -mil <br />double -sided textured LLDPE geomembrane to project specifications. ECA deployed <br />panels P1 through P13 as part of the primary liner system in the certified area <br />(approximately 9,690 square feet), as shown in Figure 2. <br />Geomembrane was placed on top of a layer of GCL to create the composite liner <br />system as shown in Detail 5 of IFC Drawing A120. Sheet 2 of 2 in Appendix A <br />presents the PSES Pipe Rack Liner Extension geomembrane panel layout for the <br />geomembrane layer. Ames anchored geomembrane at the limits of the PSES Pipe <br />Rack Liner Extension with an anchor trench a minimum of 2- foot -deep by 2- foot -wide. <br />
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