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rc"TOR <br /> INEERING INC. <br /> DAILY CONSTRUCTION FIELD <br /> Project Name: Project No. Daily Field Report Sequence Number: <br /> Forward Landfill 2008 021605.08 26 <br /> Location of Work: Client Or Manager Date: Day of The Week: <br /> Manteca, CA Forward/AWI July 28,2008 Monda <br /> General Contractor: Liner Contractor: Project Engineer: <br /> Guinn Comanco Lewis Engineering <br /> General Foreman: Liner Superintendent: other: <br /> L <br /> Source and Description of Fill Material: Weather: SQA Technician: <br /> On-Site is t tan claey 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 excavated the anchor trench on the north-slope with a backhoe. <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 roller in areas where grade has already <br /> been cut. <br /> CQA monitored grading of the low permeability soil. <br /> - GCL was received on-site over the weekend. CQA is waiting on conformance data from CETCO or <br /> AWL <br /> Prepared By: Reviewed By: <br /> 4/23/03,Rev.0 1 of 1 <br /> C-2 <br />