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2003-07-11_REVISION - M1980244
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2003-07-11_REVISION - M1980244
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Entry Properties
Last modified
6/15/2021 5:49:50 PM
Creation date
11/21/2007 1:19:51 PM
Metadata
Fields
Template:
DRMS Permit Index
Permit No
M1980244
IBM Index Class Name
Revision
Doc Date
7/11/2003
Doc Name
Phase IV PSSA Area Cert Report
From
DMG
To
Cripple Creek & Victor Gold
Type & Sequence
AM8
Media Type
D
Archive
No
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June 24, 2003 -39- 003-2203.7 <br />. Golder personnel measured deployed panel lengths by use of a measuring wheel. Recorded lengths <br />were approximate, and do not reflect any trimming or adjustments made for final placement or anchor <br />trench lengths. <br />Golder personnel observed the surface of each deployed panel. Golder logged any penetration defects <br />and marked them on the panel. Section 6.1.4 provides further discussion of repairs. Golder also <br />observed the overlap of each panel with adjacent panels to verify that sufficient overlap for seaming <br />existed. Golder logged insufficient panel overlaps as defects and marked them for correction. <br />Ames surveyed all panel intersections and destructive seam sample locations. Using these points, <br />Golder has provided the lower and upper geomembrane panel layout record drawings (Record <br />Drawing No. 6 and Record Drawing No. 7), in Appendix A. <br />The lower LLDPE PSSA geomembrane deployment observations are presented m Appendix K-1, and <br />the upper LLDPE PSSA geomembrane deployment observations are presented in Appendix L-l. <br />• 6.1.3 Seamine <br />The double wedge fusion weld was the principal seaming method employed by Poly-Flex for this <br />project. Poly-Flex fusion seamed (welded) geomembrane on the same day that it was deployed. <br />Poly-Flex used extrusion welds for seaming where the Phase IVb 100-mil lower geomembrane <br />overlapped onto either the existing Phase III of Phase IVb geomembrane in the PSSA, for repairs, and <br />where conditions were unfavorable for fusion welding (e.g., sharp comers). Golder observed trial <br />seam tests, monitored seaming equipment temperatures and speed, and provided visual observation of <br />the seaming procedures. Golder observed the entire lengths of all seams, patches, and other repairs <br />either during seaming, or shortly after completion. <br />6.1.3.1 Trial Seam Monitoring <br />Poly-Flex performed trial seams to monitor the performance of the seaming apparatus and operator <br />under actual site conditions. Each welding operator and his apparatus produced trial seams prior to <br />the beginning of each day's seaming operation and in the event that devices were disconnected from <br />power and re-energized. <br />• <br />1:\OOQ10J\Od00\PnICertP55Ap601\OOSIIOJ.Od00.09Jd}Rep,doa Golder Associates <br />
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