Laserfiche WebLink
Geo-Logk <br />A S S O C 1 A T E S <br />CQA DAILY SUMMARY REPORT #062 <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.: 062 Report Date: Tuesday August 06, 2013 Onsite: 06:00 - 16:30 Hrs <br />Weather: AM: 55°F Clear PM: 88°F Clear <br />Guinn Construction Activities: <br />• The Contractor continued placement of the granular drainage gravel in the upper deck area. The Contractor <br />used a wide track LGP D6R Cat Dozer equipped with GPS to spread the granular drainage gravel in a <br />continuous 12 -inch lift. The Drainage gravel was transferred from the stockpile located NE of the Cell. <br />• The Contractor continued placement of the filter fabric over the completed granular drainage layer in the. <br />. The Contractor installed and welded the 8 -oz geotextile panels using the hot-air seaming method using two <br />(2) leister heat guns. The filter geotextile was deployed from east to west with a minimum of 12 -inch seam <br />overlap. <br />• The Contractor continued placement of the 12 -inch operations soil layer over the completed filter fabric layer <br />in the upper deck. The Contractor used a 760 Cat rock truck to transfer the drainage gravel and the soil <br />materials; a D6 Cat dozer equipped with GPS was used to spread the granular and soil materials to the <br />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 />