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1W lrw-lv VTOR <br /> ENGINEERING,INC. <br /> DAILY CONSTRUCTION FIELD REPORT <br /> Project Name: Project No. Daily Field Report Sequence Number: <br /> Forward Landfill 2008 021605.08 59 <br /> Location of Work: Client Or Manager Date: Day of The Week: <br /> Manteca, CA Forward/AWI Se tember 8, 2008 1 Monday <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 warm 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/slope-board,excavator,623 scraper, 16 G Motograder,825 compactor,smooth drum roller,backhoe,735 rock truck, 1 forklift <br /> NOTES(Describe work completed during the day,any problems and their solutions): <br /> - Guinn continued covering the cell floor between the middle and northern leachate ditches with pea <br /> gravel followed by filter geotextile and operations layer soil using a 627 scraper and a D-6 dozer. <br /> - 21,021 square feet of filter geotextile was placed by Guinn between the southen and middle leachate <br /> collection ditches. <br /> Guinn placed a second layer of 7-oz. filter geotextile encompassing 5,535 square feet. 369 linear feet <br /> of 6-inch pipe was placed in the middle leachate collection ditch. <br /> Comanco installed approximately 850 square feet of GCL at the north base of the south berm and <br /> 19,000 square feet of liner in the area south of the cell floor, including the south berm. The daily total <br /> for filter geotextile, including that in the ditch,was 26,556 square feet. <br /> Prepared By: Reviewed By: <br /> 4/23/03,Rev.0 1 of 1 <br /> C-2 <br />