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17E "TOR <br />ENGINEERING, INC. <br />0 DALY CONSTRUCTION ; D REPORT <br />Project Name: <br />Project No. <br />Daily Field Report Sequence Number: <br />Forward Landfill Closure <br />021605.06 <br />16 <br />Location of Work: <br />Client Or Manager <br />Date: <br />Day of The Week: <br />Manteca, Ca <br />Ruben Ramirez <br />September 8, 2005 <br />Thursday <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 />Source and Description of Fill Material <br />Weather: <br />CQA Technician: <br />On site native light brown silty Clay <br />Warm, clear and breezy <br />Ken Davila <br />Equipment on site: I <br />1-ShMsfoot roller, 3 -water trucks, 2-D6 dozers, 8-627 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 to use the 627 scrapers to haul clay to the west slope throughout the day working <br />toward the northwest corner. One dozer, one water truck and the sheepsfoot roller also worked in that same <br />location. The other water trucks moisture conditioned the haul roads and the cut area behind the dozer. <br />® <br />Twenty-eight 28 nuclear moisture density tests were performed at random locations and elevations on <br />( ) <br />the west 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. Two (2) samples (CL -9 & CL -10) were obtained for off <br />site testing and two samples were prepared for on site Atterberg limits testing. <br />Landfill personnel were on site to move the existing gas pipes further to the east. <br />LM <br />4/23/03, Rev. 0 1 of 1 <br />C-2 <br />Reviewed By: #1C <br />