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VfTOR <br />INEERING, INC. <br />0 DALY CONSTRUCTION FIELD REPORT <br />Project Name: <br />Project No. <br />Daily Field Report Sequence Number: <br />Forward Landfill Closure <br />021605.06 <br />15 <br />Location of Work: <br />Client Or Manager <br />Date: <br />Day of The Week: <br />Manteca, Ca <br />Ruben Ramirez <br />September 7, 2005 <br />Wednesda <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 Cl a <br />Hot to warm, clear and breezy <br />Ken Davila <br />Equipment on site: <br />1-Sheepsfoot roller, 3 -water trucks, 2-D6 dozers, 7-627 scrapers, 1 -John Deere with discs <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. One dozer, <br />one water truck and the sheepsfoot roller also worked in that same location. The other water trucks moisture <br />conditioned the haul roads and the cut area behind the tractor with discs. The other dozer ripped the cut <br />area. <br />Twenty-four (24) nuclear moisture density tests were performed at random locations and elevations on the <br />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. <br />M <br />4/23/03, Rev. 0 1 of 1 <br />C-2 <br />Reviewed By: WG <br />