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Geo-LogkASS0CIATES <br />CQA DAILY SUMMARY REPORT #060 <br />REPUBLIC SERVICES FORWARD LANDFILL, FU -13 <br />Location: <br />Manteca, CA Owner: <br />Republic Services <br />CQA Consultant: <br />Geologic Associates Contractors: <br />Guinn Construction <br />Prepared by: <br />Jose Armenta (GLA) <br />Comanco Environmental Corp. <br />Submitted to: <br />Scott Purdy (GLA) <br />Project #: <br />2013-AO55 <br />Report No.: 060 <br />Report Date: Friday August 02, 2013 <br />Onsite: 06:00 - 16:30 Hrs <br />Weather: AM: 55°F Clear <br />PM: 88°F Clear <br />Guinn Construction Activities: <br />• The Contractor completed placement of the granular drainage gravel in the north half of the Cell floor. The <br />Contractor used a wide track LGP D6R Cat Dozer equipped with GPS to spread the granular drainage gravel <br />in a continuous 12 -inch lift. The Drainage gravel was transferred from the stockpile located NE of the Cell. <br />• The Contractor completed installation of the filter fabric over the completed granular drainage layer in the <br />north half of the Cell floor. The Contractor installed and welded the 8 -oz geotextile panels using the hot-air <br />seaming method using two (2) leister heat guns. The filter geotextile was deployed from east to west with a <br />minimum of 12 -inch seam overlap. <br />• The Contractor continued placement of the 12 -inch operations soil layer over the completed filter fabric layer <br />in the north half. The Contractor used a 760 Cat rock truck to transfer the soil material and a D6 Cat dozer <br />equipped with GPS to spread the soil to the required thickness. <br />Personnel: (4) Operators, (1) Supervisor, (1) Grade checker, (3) Laborers. <br />Equipment: (1) Water truck, (2) 637 Cat Scrapers, (1) D6N Cat Dozer, (1) D6R LGP Cat Dozer, (1) 966 Cat <br />Loader, (1) 14H Cat Motor grader, (1) Cat Fork Lift, (1) Generator, (2) Leister Heat Guns. <br />CQA (GLA) Activities: Field Personnel (1) <br />• CQA personnel performed continuous monitoring of all construction activities ensuring conformance with the <br />project specifications. <br />• CQA personnel monitored the placement of the drainage gravel material at all times ensuring that proper <br />procedures were used to prevent damage to the underlying synthetic liner. <br />• CQA personnel monitored the installation of the filter geotextile at all times ensuring that proper procedures <br />were used to prevent damage to the completed drainage layer and the underlying synthetic liner. CQA <br />personnel verified minimum panel overlap and seam continuity. <br />PAGE 1 OF 2 <br />