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TIECTOR <br /> ENGINEERING,INC. <br /> DAILY CONSTRUCTION FIELD REPORT <br /> Project Name: Project No. Daily Field Report Sequence Number: <br /> Forward Landfill 2008 021605.08 56 <br /> Location of Work: Client Or Manager Date: Day of The Week: <br /> Manteca, CA Forward/AWI September 3, 2008 1 Wednesday <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, i 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 <br /> NOTES(Describe work completed during the day,any problems and their solutions): <br /> - Guinn covered the previous day's pea gravel with one foot of operations layer soil and continued pea <br /> gravel placement northward from the south leachate ditch using a 627 scraper and a D-6 dozer. <br /> - A second layer encompassing 6,480 square feet of 7-oz. filter geotextile, 432 linear feet of 6-inch <br /> pipe, and pea gravel were placed in the south leachate ditch. The leachate ditches were left <br /> ANIL uncovered by earth material until the pipe fittings could be placed on the ditch and sump junctions. <br /> - Guinn began placing pea gravel on the cell floor north of the southern leachate ditch. <br /> - 25,412 square feet of filter geotextile was deployed by Guinn personnel prior to operations layer soil. <br /> Total geotextile placed, including the layer in the ditch was 31,892 square feet. <br /> Prepared By: Reviewed By: <br /> 4/23/03,Rev.0 1 of 1 <br /> C-2 <br />