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Vc"TOR <br /> NGINEERING,INC. <br /> DAILY CONSTRUCTION FIELD REPORT <br /> Project Name: Project No. Daily Field Report Sequence Number: <br /> Forward Landfill 2008 021605.08 40 <br /> Location of Work: Client Or Manager Date: Day of The Week: <br /> Manteca, CA Forward/AWI Au st 14, 2008 Thursday <br /> General Contractor: Liner Contractor: Project Engineer: <br /> Guinn Comanco Lewis Engineering <br /> General Foreman: Liner Superintendent: Other: <br /> Larry Jose Ramirez <br /> Source and Description of Fill Material: Weather. CQA Technician: <br /> On-Site light tan clayey soil Hot and breezy Aaron Lickingteller <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 G Motograder,825 compactor,smooth drum roller,backhoe,2 forklifts <br /> NOTES(Describe work completed during the day,any problems and their solutions): <br /> - Comanco and Vector personnel inspected and approved subgrade on the remainder of the north slope <br /> for geosynthetics installation. <br /> - Guinn watered the completed low permeability soil surface with one water truck. <br /> - CQA monitored moisturizing of low permeability soil surface. <br /> Geosynthetics deployment included 35,941 square feet of GCL and 37,554 square feet of single <br /> textured HDPE on the north slope. <br /> - Vector marked four destructive samples (DS-S 13 through DS-S 16)on the single textured HDPE <br /> membrane. <br /> - Destructive samples DS-S7 through DS-S12 passed testing on site. <br /> - Vector inspected,observed, and documented that materials were installed in general accordance with <br /> the specifications prior to the placement of overlying materials. <br /> - Comanco conducted repairs and non-destructive air testing(fusion welds) on the north slope. <br /> Prepared By: Reviewed By: U <br /> 4/23/03,Rev.0 1 of 1 <br /> C-2 <br />