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VECTOR <br />ENGINEERING, INC. <br />0 DAILY CONSTRUCTION FIELD R -r - <br />Project Name: <br />Project No. <br />Daily Field Report Sequence Number: <br />Forward Landfill Closure <br />021605.06 <br />30 <br />Location of Work: <br />Client Or Manager <br />Date: <br />Day of The Week: <br />Manteca, Ca <br />Ruben Ramirez <br />Se tember 28, 2005 <br />1 Wednesday <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 brown clayey SILT <br />Warm to hot, clear and bree <br />Ken Davila <br />Equipment on site: <br />2-Sheepsfoot rollers, 2 -water trucks, 2-D6 dozers, 8-627 scrapers, 1-140 blade, 1- 966 loader <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 cut area throughout the day. Eight <br />(8) scrapers began the day's shift but because of the wait for the gas pipe crew, they cut back to four (4) by <br />late morning. One dozer, one of the water trucks and the sheepsfoot roller also worked on the north slope <br />® fill area. The other water truck moisture conditioned the haul roads and the cut area behind the other dozer. <br />Twenty (20) 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. <br />The pipe crew continued the relocation of the gas pipeline at the toe of slope. <br />LIM <br />4/23/03, Rev. 0 1 of 1 <br />C-2 <br />Reviewed By: 4(6 <br />