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Cripple Creek & Victor Gold Mining Company <br />Squaw Gulch VLF Phase 1 <br />(9,550-foot Elevation Bench to Geomembrane Panel P1635) <br />Final Report <br />Quality Assurance Monitoring & Test Results <br />January 2016 <br />Project No.: 74201125N0 Page 11 <br />2.7 Project Composite Liner System <br />The Project is a single geomembrane composite liner system: <br />• The composite liner system in the Project consists of a minimum of 12 inches of <br />compacted SLF overlain by a layer of 80-mil DSMS LLDPE geomembrane. <br />• The HVSCS is installed over the geomembrane liner. The HVSCS consists of <br />HVSCS piping and DCF placed at a minimum of 2 feet thick. The HVSCS is <br />discussed further in Section 2.8. <br />The installation of the geomembrane layers for the Project began June 2015 and was <br />completed in November 2015. ECA installed approximately 3,196,925 square feet (neat <br />line) of 80-mil DSMS LLDPE geomembrane liner according to the project technical <br />specifications. <br />Geomembrane installation for the Project is discussed further in Section 3.3. Ames <br />anchored geomembrane in an anchor trench measuring 3-feet-deep by 2-feet-wide. <br />Ames backfilled the anchor trenches with suitable anchor trench backfill material (per <br />Note 1 and Details on IFC Drawing A220). In places where future geomembrane liner <br />covers the anchor trench, SLF material was used to backfill the top 12 inches of the <br />anchor trench to form a continuous clay liner. Ames placed anchor trench backfill in <br />maximum 12-inch-thick compacted lifts. Anchor trench backfill was compacted with a <br />hand operated, minimum of 500 pound, vibratory compactor and “Jumping Jack” <br />compactors, or a smooth drum vibratory roller, if conditions allowed, to the project <br />technical specifications. <br />2.8 High Volume Solution Collection System <br />The HVSCS is comprised of HVSCS piping and drain cover fill. The HVSCS piping <br />layout and details are presented on IFC Drawings A400 and A410. <br />Ames installed approximately 31,664 linear feet of 4-inch-diameter perforated CPe <br />tertiary HVSCS pipe, 4,016 linear feet of 8-inch-diameter CPeP solution collection pipe, <br />4,162 linear feet of 12-inch-diameter CPeP solution collection pipe, 1,087 linear feet of <br />15-inch-diameter perforated CPeP solution collection pipe, 1,641 linear feet of 18-inch- <br />diameter CPeP solution collection pipe and 1,061 linear feet of 24-inch-diameter CPeP <br />solution collection pipe. <br />Ames began installing the perforated CPe HVSCS pipe in June 2015 and completed in <br />November 2015. Pipe locations are shown on Record Drawing No. 4 in Appendix A. <br />Ames placed DCF under the pipe haunches and kept pipes in place during DCF <br />placement.