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TIE�TOR <br />ENGINEERING INC. <br />r <br />DALY CONSTRUCTIONt REPORT <br />Project Name: <br />Project No. <br />Daily Field Report Sequence Number: <br />Forward Landfill Closure <br />021605.06 <br />32 <br />Location of Work: <br />Client Or Manager <br />Date: <br />Day of The Week: <br />Manteca, Ca <br />Ruben Ramirez <br />Se tember 30, 2005 <br />Friday <br />General Contractor: <br />Liner Contractor: <br />Project Engineer: <br />Guinn Construction <br />BAS <br />General Foreman: <br />Liner Superintendent: <br />Others: <br />Larry Simms <br />Mike Hunt <br />Source and Description of Fill Material <br />Weather: <br />CQA Technician: <br />On site native brown silty Clay <br />Hot, clear and breezy <br />Ken Davila <br />Equipment on site: <br />2-Sheepsfoot rollers, 2 -water trucks, 2-D6 dozers, 7-627 scrapers, 1-140 blade <br />NOTES (Describe work completed during the day, any problems and their solutions): <br />I arrived on site today for observations and documentation at the job location listed above. Guinn <br />Construction continued using the scrapers to haul clay from the northern and central cut areas throughout <br />the day. Seven (7) scrapers continued placing fill material from west to east on the north slope. One dozer, <br />one of the water trucks and the sheepsfoot roller also worked on the north slope fill area. The other water <br />® truck moisture conditioned the haul roads and the cut area behind the other dozer. <br />Twenty-six (26) nuclear moisture density tests were performed at random locations and elevations on the <br />north slope fill area. All tests passed the specified values in density and moisture content and the on site <br />foreman was verbally informed of the test results. Proctor curves CL -11 and Ci -12 were completed and <br />printed. <br />Reviewed By: <br />4/23/03, Rev. 0 1 of 1 <br />C-2 <br />