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• <br />17� <br />Geo-Losic <br />ASSOCIATE <br />CQA DAILY SUMMARY REPORT #046 <br />REPUBLIC SERVICES FORWARD LANDFILL, FU -13 <br />Location: Manteca, CA Owner: Republic Services <br />CQA Consultant: Geologic Associates Contractors: Guinn Construction <br />Prepared by: Jose Armenta (GLA) Comanco Environmental Corp. <br />Submitted to: Scott Purdy (GLA) <br />Project #: 2013-AO55 <br />Report No.: 046 Report Date: Wednesday July 16, 2013 Onsite: 05:00 - 16:30 Hrs <br />Weather: AM: 58°F Clear PM: 89°F Clear <br />Guinn Construction Activities: <br />• The Contractor continued moisture conditioning clay material for the liner anchor trench backfill, clay plug. <br />• The Contractor continued liner anchor trench backfill in the entire length of the trench. The Contractor used <br />two hand held whackers to achieve compaction. <br />• The Contractor continued moisture conditioning of access roads and adjacent areas. <br />• Personnel: (1) Operator <br />Equipment: (1) Water truck. <br />Comanco Lining Activities: 0500-1630 hrs <br />• Comanco continued installation of the geocomposite on the 2:1 slope, east half. <br />• The geocomposite was installed from the top of the slope inside the liner anchor trench and onto the slope <br />bench and from top of the bench down on the 2:1 slope extending a minimum of ten feet on the floor. The <br />net component of the geocomposite panels was overlapped a minimum of 3 -inches and fastened using white <br />plastic ties at 3-4 foot intervals along the slope and at 4-6 inches on cross seams on the slope bench and <br />slope tie-ins. The textile component of the Geocomposite was sewn using the double stitching sewing <br />method. <br />• The Contractor used air blowers over the surface of the HDPE liner prior to the installation of the <br />Geocomposite to remove accumulated dust and debris. <br />• All geocomposite material installed today was secured with ballast sand bags at the end of the work shift. <br />• The Contractor continued installation of the 12 -oz cushion geotextile along the south end of the Cell floor; <br />the geotextile panels were sewn using the double stitching sewing method. <br />PAGE 1 OF 3 <br />