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TIECTOR <br /> ENGINEERING INC. <br /> 1* <br /> DAILY CONSTRUCTION FIELD REPORT <br /> Project Name: Project No. Daily Field Report Sequence Number: <br /> Forward Landfill 021605.03 29 <br /> Location of Work: Client Or Manager Date: Day of The Week: <br /> Manteca,Ca Butch Stefan Forward, Inc. October 8,2003 Wednesday <br /> General Contractor: Liner Contractor: Project Engineer: <br /> Sukut Construction GSE <br /> General Foreman: Liner Superintendent: Other: <br /> Jim Hasal Lochlin Caffey Allied <br /> Source and Description of Fill Material: Weather: CQA Technician: <br /> On site native, light brown silty CLAY ::1 Hot,clear andKen Davila <br /> wind <br /> Equipment on site: <br /> 2-D6 dozers, 1-water truck, 1-D8 dozer, 1-633 scra er, 1- 16G blade <br /> NOTES(Describe work completed during the day,any problems and their solutions): <br /> I arrived on site and met with the Sukut foreman to discuss today's construction schedule at the location <br /> listed above. The 16G blade continued finish graded the access road throughout the day. The D6 dozers cut <br /> the west and south slopes of the FU-03 cell. The D8 dozer cut the inside north slope of the same cell with <br /> the scraper hauling the excess cut material to the stockpile. <br /> On site lab testing of the native clay material continued with two(2)Atterberg limits tests performed and <br /> placed into the oven. One(1)was set to moisture condition overnight and will be performed tomorrow. One <br /> (1) sieve analysis was set to soak in preparation for tomorrow's—200 wash. <br /> An early afternoon on site meeting was held with Allied,Forward, Sukut and Vector personnel in <br /> attendance to discuss project progress and scheduling. Liner materials are scheduled to arrive on site on <br /> Monday and Tuesday of next week. The certificates for these materials are scheduled to arrive tomorrow. <br /> Drillers were on site from the mid morning through the day's shift to continue abandoning the water well <br /> on the access road. <br /> Prepared By: Reviewed By: <br /> 4/23/03,Rev. 0 1 of 1 <br /> C-,7 <br />