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-VTOR <br />ENGINEERING, INC. <br />DALY CONSTRUCTIONREPORT <br />Project Name: <br />Project No. <br />Daily Field Report Sequence Number: <br />Forward Landfill Closure <br />021605.06 <br />25 <br />Location of Work: <br />Client Or Manager <br />Date: <br />Day of The Week: <br />Manteca, Ca <br />Ruben Ramirez <br />September 21, 2005 <br />1 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 brown silty Clay <br />Warm, clear and breezy <br />Ken Davila <br />Equipment on site: <br />1 -She! sfoot roller, 2 -water trucks 2-D6 dozers, 6-627 scra ers 1-140 blade 1- John Deere with discs 1-966 loader, 1 -excavator <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 six (6) scrapers to haul clay from the northern cut area throughout the day. <br />One dozer, one water truck and the sheepsfoot rollers also worked on the north slope fill area. The other <br />water trucks moisture conditioned the haul roads and the cut area behind the tractor with discs. The loader, <br />®blade and excavator continued removing the south berm of the upper portion of the FU -05 cell. After last <br />night's rain, the blade and dozers had to remove the saturated material from the access roads and slopes in <br />the early to mid morning. <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. <br />By: <br />4/23/03, Rev. 0 1 of 1 <br />C-2 <br />Reviewed By: <br />