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• Geo -Logic A S S O C I AT E S CQA DAILY SUMMARY REPORT #055 REPUBLIC SERVICES FORWARD LANDFILL, FU -13 Location: Manteca, CA Owner: Republic Services CQA Consultant: Geologic Associates Contractors: Guinn Construction Prepared by: Jose Armenta (GLA) Comanco Environmental Corp. Submitted to: Scott Purdy (GLA) Project #: 2013-AO55 Report No.: 055 Report Date: Saturday July 27, 2013 Weather: AM: 61°F Clear Guinn Construction Activities: Onsite: 06:00 - 16:30 Hrs PM: 95°F Clear • The Contractor continued placement of the granular drainage gravel along the south LCRS trench in the southwest quarter the Cell floor. The Contractor used a wide track LGP D6R Cat Dozer equipped with GPS to spread the granular drainage gravel in a continuous 12 -inch lift. The Drainage gravel was transferred from the stockpile located east of the Cell floor with Cat 740 rock truck. • The Contractor continued placement of the filter fabric over the granular drainage layer in the south half of the Cell floor. The Contractor deployed and welded the 8 -oz geotextile filter fabric using the hot-air seaming method with two (2) leister heat guns over the completed drainage gravel. The filter geotextile panels were deployed from west to east with a minimum of 12 -inch overlap. • The Contractor continued placement of the 12 -inch operations soil layer over the completed filter fabric layer. The Contractor used a 760 Cat and a D6 Cat dozer equipped with GPS to spread the soil material at the required thickness. Personnel: (4) Operators, (1) Supervisor, (1) Grade checker, (2) Laborers. Equipment: (1) Water truck, (2) 637 Cat Scrapers, (1) D6N Cat Dozer, (1) D6R LGP Cat Dozer, (1) 966 Cat Loader, (1) 14H Cat Motor grader, (1) Cat Fork Lift, (1) Generator, (2) Leister Heat Guns. CQA (GLA) Activities: Field Personnel (1) • CQA personnel performed continuous monitoring of all construction activities ensuring conformance with the project specifications. • CQA personnel monitored the placement of the drainage gravel materials at all times ensuring that proper procedures were used to prevent damage to the underlying synthetic liner. •