2003-07-11_REVISION - M1980244

• 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 -20-
3.3 PSSA Liner System
003-2203.7
Geomembrane installation activities for the PSSA liner system included deployment, seaming, and
non-destructive and destructive testing of 100-mil single-sided textured LLDPE geomembrane,
100-mil double-sided textured LLDPE geomembrane, and 100-mil smooth LLDPE geomembrane.
Poly-Flex deployed geomembrane panels as follows:
• 100-mil single-sided textured LLDPE geomembrane (textured side down) panels
L-79 through L-128, L-135 through L-269, L-312 through L-385, L-396 through
L-425, L-436 through L-437, L-517, L-518, L-522 through L-526, L-531 through
L-544, and L-552 through L-602 as part of the lower liner (approximately
826,737 square feet);
• 100-mil double-sided textured LLDPE geomembrane panels L-426 through
L-435, L-513 through L-516, L-519 through L-521, L-527 through L-530, and
L-545 through L-551 as part of the lower liner (approximately 58,442 square
feet);
• 100-mil smooth LLDPE geomembrane panels M-270 through M-311, M-438
through M-512, and M-616 through M-654 as part of the lower liner
(approximately 328,215 square feet);

• 100-mil double-sided textured LLDPE geomembrane panels U-334 through
U-362 (not including U-361) as part of the upper liner (approximately
54,406 square feet);
• 100-mil single-sided textured LLDPE geomembrane (textured side up and
textured side down) panels U-361, U-363, U-368 through U-380, and U-398
through U-400 as part of the upper liner (approximately 11,930 squaze feet); and
• 100-mil smooth LLDPE geomembrane panels U-01 through U-360, U-364
through U-367, U-381 through U-397, and U-401 through U-456 as part of the
upper liner (approximately 1,095,638 square feet).
i•
Geomembrane was placed on compacted and approved SLF, LVSCF or SF as part of the Phase Nb
PSSA. Record Drawing No. 6 in Appendix A presents the PSSA geomembrane panel layout for the
lower geomembrane layer. Ames anchored geomembrane at the limits of the Phase Nb PSSA in an
anchor trench a minimum of 3 feet deep by 2 feet wide. The 100-mil LLDPE geomembrane tie-in
panels overlapped the Phase III or Phase Nb geomembrane panels a minimum of 3 feet and were
extrusion welded, as shown in Detail 3 of IFC Drawing 17.
I:\00\2201\OJ00\FnICertP55A0603\0032203.OJ00.0]3JJRep.doo Golder Associates