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• <br />• <br />Geo -Logic <br />A S S 0 C I A T E S <br />CQA DAILY SUMMARY REPORT #007 <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.: 007 Report Date: Friday May 24, 2013 <br />Weather: AM: 60 OF Clear <br />Guinn Construction Activities: <br />Onsite: 06:00 - 15:30 Hrs <br />PM: 84°F Clear <br />• The contractor continued cleaning work along the north tie-in line, continued removing liner debris <br />embedded in material stockpiled along tie-in with front end loader and two laborers. <br />• The Contractor continued buttress fill placement using material from cut floor area; performed continuous <br />moisture conditioning and sheepsfoot compaction work. <br />The Contractor continued excavating floor. <br />Personnel: (1) Superintendent, (1) Grade Checker, (7) Operators, (2) Laborers. <br />Equipment: (1) 825 Cat Sheepsfoot compactor, (1) 140H Cat Motor -Grader, (2) Water trucks, (1) Cat Excavator, <br />(3) D6 Cat Dozers, (4) 637 Cat Scrapers, (1) Cat Fork-lift. <br />Meetings and Site Discussions: <br />• Met with Kevin Turner (Guinn Superintendent) in the morning to discuss planned activity for the work shift. <br />The Contractor would continue buttress fill along the WMU-8 existing slope and the WMU FU13 floor <br />excavation. The Contractor would continue cleaning debris along the liner tie-in on the north side of WMU- <br />FU13. The Contractor would continue dust control. <br />• The Contractor will be off on Monday 05/27 in observance of the Memorial Holiday. <br />CQA (GLA) Activities: Field Personnel (1) <br />• CQA personnel performed continuous monitoring and lab and field moisture -density testing of the buttress fill <br />placement. <br />• CQA personnel continued monitoring excavation work in the Cell floor. There is no clay soil material suitable <br />for clay liner in the floor excavation area. <br />PAGE 1 OF 2 <br />