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17ECTOR <br />ENGINEERING, INC. <br />0 DALY CONSTRUCTION) REPORT <br />Project Name: <br />Project No. <br />Daily Field Report Sequence Number: <br />Forward Landfill Closure <br />021605.06 <br />28 <br />Location of Work: <br />Client Or Manager <br />Date: <br />Day of The Week: <br />Manteca, Ca <br />Ruben Ramirez <br />September 26, 2005 <br />1 Monday <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 silty Clay <br />Warm, cloudy and breezy <br />Ken Davila <br />t;quipment on site: I <br />1-Sheepsfoot roller, 2 -water trucks, 2-D6 dozers, 8-627 scrapers, 1-140 blade, 1 -John Deere with discs, 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. One <br />dozer, one water truck and the Sheepsfoot rollers also worked on the north slope fill area. The other water <br />.trucks moisture conditioned the haul roads and the cut area behind the tractor with discs. The laborers <br />completed the geogrid placement in the early afternoon. GSE was informed that their services would be <br />required as soon as they could make it to the site. <br />Fifteen (15) nuclear moisture density tests were performed at random locations and elevations on the north <br />slope fill area. All tests passed the specified values in density and moisture content and the on site foreman <br />was verbally informed of the test results. Clearing and grubbing of the slope to the east continued. <br />Lo <br />4/23/03, Rev. 0 1 of 1 <br />C-2 <br />Reviewed By: 46 <br />