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1W TZ7 "TOR <br /> ENGINEERING,INC. <br /> A1LY CONSTRUCTION FIELD REPORT <br /> Project Name: Project No. Daily Field Report Sequence Number: <br /> Forward Landfill 2008 021605.08 55 <br /> Location of Work: Client Or Manager Date: Day of The Week: <br /> Manteca, CA Forward/AWI September 2, 2008 1 Tuesday <br /> General Contractor: Liner Contractor: Project Engineer: <br /> Guinn Comanco Lewis Engineering <br /> General Foreman: Liner Superintendent: Other: <br /> La Jose Ramirez <br /> Source and Description of Fill Material: Weather: CQA Technician: <br /> On-Site light tan clayey soil warm 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/slo e-board,excavator,623 scraper, 16 G Motograder,825 compactor,smooth drum roller,backhoe,735 rock truck <br /> NOTES(Describe work completed during the day,any problems and their solutions): <br /> - Guinn covered the area of the cell floor between the southern-most leachate collection ditch and the <br /> southern boundary with one foot of pea gravel using a front end loader and a D-6 dozer. <br /> - A second layer encompassing 5,700 square feet of 7-oz. geotextile was installed in the southeastern <br /> leachate ditch along with 380 linear feet of six-inch leachate pipes. <br /> A total of 6,278 square feet of 7-oz. filter geotextile was placed in all three sump areas and another <br /> 34,474 square feet was placed on top of the pea gravel. Total filter textile installed on the floor for <br /> the day was 40,752 square feet, including the layer in the ditch. <br /> Guinn completed the berm tie-in with the adjacent cell to the west. <br /> Prepared By: Reviewed By: <br /> 4/23/03,Rev.0 1 of 1 <br /> C-2 <br />