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• <br />Geo-LogkASS0CIATES <br />CQA DAILY SUMMARY REPORT #028 <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.: 028 Report Date: Tuesday June 25, 2013 Onsite: 06:00 - 17:30 Hrs <br />Weather: AM: 59°F Cloudy -Rain PM: 78°F Cloudy <br />Guinn Construction Activities: <br />• The Contractor continued clay placement in the south and east LCRS trenches, continued clay placement <br />along the south half of the floor and the LCRS trenches through the duration of the work shift. <br />• The Contractor performed moisture conditioning of clay material in the clay borrow using a tractor with disc <br />and two water trucks. <br />• The Contractor performed continuous moisture conditioning and sheepsfoot compaction during clay <br />placement. The Contractor used a D6 Cat dozer and a motor grader equipped with GPS for lift thickness <br />control. <br />• The Contractor continued offloading synthetic liner material on the NE side of FU -13. <br />• The Contractor performed continuous moisture conditioning of haul roads and adjacent areas for dust <br />control. <br />Personnel: (1) Superintendent, (1) Grade Checker, (10) Operators, (3) Laborers. <br />Equipment: (1) 825 Cat Sheepsfoot compactor, (1) 140H Cat Motor -Grader, (3) Water trucks, (1) Cat Excavator, <br />(3) D6 Cat Dozers, (5) 637 Cat Scrapers, (1) Cat Fork-lift. <br />CQA (GLA) Activities: Field Personnel (2) <br />• CQA personnel performed continuous monitoring of all construction activities insuring conformance with the <br />project specifications. <br />• CQA personnel continuously monitored the placement of clay material insuring proper lift thickness, <br />uniformity of moisture, and compaction during placement. CQA personnel performed field moisture -density <br />testing of the compacted clay material in accordance with the project specifications; obtained in-situ clay <br />0 samples for lab permeability testing. <br />PAGE 1 OF 3 <br />