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VECTOR <br />NGINEERING,INC. <br />0 DAILY CONSTRUCTION <br />., REPORT I R <br />Project Name: <br />Project No. <br />Daily Field Report Sequence Number: <br />Forward Landfill Closure <br />021605.06 <br />22 <br />Location of Work: <br />Client Or Manager <br />Date: <br />Day of The Week: <br />Manteca, Ca <br />Ruben Ramirez <br />Se tember 16, 2005 <br />1 Friday <br />General Contractor: <br />Liner Contractor: <br />Project Engineer: <br />Construction Guinn <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 />nquipmcm on sate: I <br />1-Sheepsfoot roller, 3 -water tracks, 1-D6 dozer, 6-627 scrapers, 1-140 blade, 1- John Deere ith discs, 1-966 loader 1 -backhoe <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 627 scrapers to haul clay from the northern cut area throughout the day. <br />One dozer, one water truck and the sheepsfoot roller also worked on the north slope. The other water trucks <br />moisture conditioned the haul roads and the cut area behind the tractor with discs. <br />Twenty five (25) 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 />Lo <br />4/23/03, Rev. 0 1 of 1 <br />C-2 <br />Reviewed By: /r <br />