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VEC'TOR <br /> ENGINEERfNQ INC. <br /> ® ®AIL <br /> CONSTRUCTION FIELD REPORT <br /> Project Name: Project No. Daily Field Report Sequence Number: <br /> Forward Landfill 2008 021605.08 13 <br /> Location of Work: Client Or Manager Date: Day of The Week: <br /> Manteca,CA Forward/AW1 Jul 3,2008 Thursday <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 light tan claySy soil Warm and breezy Evan Lindenbach <br /> Equipment on site: <br /> 815 compactor,tractor with BeGe blade,5 x 637 scrapers, 1 x 627 scraper,2 x water trucks,D-6 dozer,D-6 dozer w/slope-board, <br /> excavator,623 scra er, 140 H motoggrader <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 is using a D-6, 140 H Motograder, 637 scraper, 627 scraper,and a 623 scraper(all with GPS) <br /> to grade the cell floor(including digging LCRS trenches). <br /> - Guinn is using an excavator to dig out the sumps on the eastern edge of the cell. <br /> - CQA monitored grading of earthfill. <br /> - CQA met with Monte Christie(Vector Engineering), Sangeeta Lewis(Lewis Engineering),Locklin <br /> Carrey(AWI), and Matt(Guinn)to discuss options for clay placement. On Tuesday, Guinn will <br /> make a test pad for clay in the FU-08 cell. CQA will perform density testing and will remove Shelby <br /> tubes for permeability testing in the Vector laboratory. <br /> Prepared By: Reviewed By: AW <br /> 4/23/03,Rev.0 1 of 1 <br /> C-2 <br />