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VUr"'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 41 <br /> Location of Work: Client Or Manager Date: Day of The Week: <br /> Manteca, CA Forward/AWI August 15, 2008 1-Friday <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 I 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/slope-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 /> - 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 20,282 square feet of GCL, 22,074 square feet of single textured <br /> geomembrane on the slope, and 21,329 square feet of double textured membrane on the floor adjacent <br /> to the western tie in with the old cell FU-06 (total geomembrane deployed was 43,964 square feet). <br /> - Vector marked four destructive samples (DS-S 17 through DS-S20) on the single textured HDPE <br /> membrane. <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 concluded all repairs,vacuum testing, and non-destructive air testing(fusion welds) on the <br /> north slope. <br /> - Destructive samples DS-S 13 through DS-S 16 passed on site testing. <br /> - Comanco and Vector personnel inspected and approved the subgrade adjacent to the western floor <br /> tie-in with the old cell and the remainder of the north slope for geosynthetics installation. <br /> - The southern boundary of liner installation was brought northward 2 feet at Comanco's request and <br /> Sangeeta's Lewis' approval in order to better tie in with the old cell FU-06. <br /> Prepared By: Reviewed By- <br /> W6 <br /> 4/23/03,Rev.0 1 of 1 <br /> C-2 <br />