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Vcl"TOR <br /> NGINEERING 11VG <br /> DAILY CONSTRUCTION F/ L T <br /> Project Name: Project No. Daily Field Report Sequence Number: <br /> Forward Landfill 2008 021605.08 29 <br /> Location of Work: Client Or Manager Date: T Day of The Week: <br /> Manteca,CA Forward/AWl July 31,2008 Thursda <br /> General Contractor: Liner Contractor: Project Engineer: <br /> Guinn Comanco Lewis Engineering <br /> General Foreman: Liner Superintendent: Other: <br /> Larry <br /> Source and Description of Fill Material: Weather: CQA Technician: <br /> On-Site lit tan clayey soil Hot and breezy Evan Lindenbach <br /> Equipment on site: <br /> 815 compactor,tractor with BeGe blade and disc,5 x 637 scrapers, 1 x 627 scraper,2 x water trucks,D-6 dozer,D-6 dozer <br /> w/slo e-board,excavator,623 scra er, 16 G Motograder,825 com actor,smooth drum roller,backhoe <br /> NOTES(Describe work completed during the day,any problems and their solutions): <br /> - Guinn is using GPS and a grade checker to monitor the grade of placed material. <br /> - Guinn graded the low permeability soil with a 623 scraper,a D-6 dozer, and a 16 G Motograder all <br /> with GPS units. <br /> - Guinn rolled the low permeability soil with a smooth drum roller in areas where grade has already <br /> been cut. <br /> - Guinn had survey on-site today. Survey verified 2' minimum thickness of the low permeability soil <br /> in all areas of the cell. <br /> - CQA monitored grading of the low permeability soil. <br /> Prepared By: Reviewed By: <br /> 4/23/03,Rev.0 1 of 1 <br /> C-2 <br />