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TZECTOR <br />ENGINEERING 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 />14 <br />Location of Work: <br />Client Or Manager <br />Date: <br />Day of The Week: <br />Manteca, Ca <br />Ruben Ramirez <br />September 6, 2005 <br />Tuesday <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 />Hot to warm, clear and breezy <br />Ken Davila <br />Equipment on site: <br />1-Shee2sfoot 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 />After a wonderful Labor Day weekend, I arrived on site and met with the on site foreman to discuss <br />project progress and scheduling at the job location listed above. Guinn Construction used all of the 627 <br />scrapers to haul clay to the west slope throughout the day. One dozer, one water truck and the sheepsfoot <br />roller also worked in that same location. The other water trucks moisture conditioned the haul roads and the <br />® cut area behind the tractor with discs. The other dozer ripped the cut area. <br />Fourteen (14) 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. Two (2) more permeability tube samples (P-3 and P-4) <br />and two more baggie samples (CL -7 and CL -8) were obtained for off site testing at the Vector Engineering <br />laboratory. These samples will be transported to the lab tomorrow by the Vector project manager. <br />M <br />4/23/03, Rev. 0 1 of 1 <br />C-2 <br />Reviewed By: ov <br />