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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 -16- 003-2203.7 <br />Geomembrane installation for the PSSA is discussed further in Section 3.3. Ames anchored <br />geomembrane at the limits of the Phase Nb PSSA in a double anchor trench, with the dimensions of <br />each trench a minimum of 3 feet deep by 2 feet wide. Ames backfilled the anchor trenches with <br />suitable anchor trench backfill material. Ames placed anchor trench backfill in maximum <br />12-inch-thick compacted lifs. Anchor trench backfill was compacted with ahand-operated, 500-Ib. <br />vibratory compactor and "Jumping Jacks." Phase Nb PSSA lower geomembrane was connected to <br />the existing Phase III or Phase Nb geomembrane with a minimum of 3 feet of overlap per project <br />requirements. <br />2.9 Low Volume Solution Collection System <br />The LVSCS is comprised of Low Volume Solution Collection Fill (LVSCF), the LVSCS sump, and <br />the Low Volume Solution Collection Riser (LVSCR) pipes. <br />Ames installed the LVSCS riser pipes to elevation 9624 in May 2003, consisting of two 14-inch <br />diameter DR 11 FIDPE LVSCS Riser pipes totaling 350 lineal feet. Pipe sections were connected to <br />. each other by fusion welds. Laborers haunched pipes with LVSCF and kept pipes in place during <br />LVSCF placement. <br />Approximately 4,3301ineal feet of 4-inch PCPE LVSCS piping was placed over the bottom <br />geomembrane layer, prior to placement of LVSCF. <br />Ames began placing LVSCF on the bottom geomembrane layer o£ the Phase Nb PSSA in <br />November 2002, and completed placement in May 2003. Ames processed LVSCF from <br />October 2002 to January 2003. Ames placed approximately 128,328 cubic yards of LVSCF in the <br />PSSA. In general, LVSCF was placed in a minimum 3-foot thick lift over the lower geomembrane. <br />LFSCF was placed around the LVSCS vertical riser pipes in maximum 12-inch loose lifts, and <br />compacted using ahand-operated vibratory plate compactor according to Project Specifications. <br />2.10 High Volume Solution Collection System <br />The FNSCS is comprised of HVSCS piping, the FNSCS riser piping and foundation, and the <br />I-NSCS sump. The HVSCS riser system is presented in IFC Drawings 23 and 23a, and the FNSCS <br />piping is presented in IFC Drawings lOb and lOc. <br />6\00\2203\Oi00\FnICenP55A0603\OOJ2203.0400.0)JI3Rep.d« Golder Associates <br />
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