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CTOR <br /> VfENG <br /> INEERINQ INC. <br /> DAILY CONSTRUCTION FIEL T <br /> Project Name: Project No. Daily Field Report Sequence Number: <br /> Forward Landfill 2008 021605.08 18 <br /> Location of Work: Client Or Manager Date: Day of The Week: <br /> Manteca,CA Forward/AWI July 16,2008 Wednesda <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 li t 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 scraper, 16 GMotograder,825 compactor <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 ripping and wetting the excavation area with a D-6, a tractor with discs,a Motograder, and a <br /> water truck. CQA monitored moisture and composition of borrow material. <br /> - Guinn placed low permeability soil from the borrow area,into the cell from north to south. The <br /> material was placed at a minim of 6%above optimum as per the recommendations of CQA. The <br /> material was placed in 8"loose lifts(6"compacted)as per the specifications. The material was <br /> compacted with an 825 compactor. <br /> - CQA monitored moisture conditioning,placement, and compaction of the low permeability soil. <br /> - CQA performed ten(10)passing nuclear density tests and removed one(1) field permeability sample. <br /> Prepared By: Reviewed By: <br /> 4/23/03,Rev.0 1 of 1 <br /> C-2 <br />