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17ECTOR <br />ENGINEERING, INC. <br />DAILY0 CONSTRUCTION O. <br />Project Name: <br />Project No. Daily Field Report Sequence Number. <br />Forward Landfill Closure <br />021605.06 44 <br />Location of Work: <br />Client Or Manager Date: <br />Day of The Week: <br />Manteca, Ca <br />Ruben Ramirez October 17, 2005 <br />Monday__ <br />General Contractor. <br />Liner Contractor Project Engineer. <br />Guinn Construction <br />GSE BAS <br />General Foreman: <br />Liner Superintendent: Others: <br />Larry Simms <br />Source and Description of Fill Material <br />Weather. <br />CQA Technician: <br />On site native brown sil!y Clay <br />Warm, clear and breezy <br />Ken Davila <br />Equipment on site: <br />2-Shee sfoot rollers, 2 -water trucks, 2-D6 dozers, 8-627 sera ers, 1-140 blade, 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 six (6) scrapers to haul subgrade fill from the southern cut area east of the <br />FU -05 cell. The scrapers placed fill material from east to west along the piggy back slope. One dozer, with <br />GPS, one of the water trucks and the sheepsfoot roller also worked on the north slope fill area in <br />anticipation of the hydroseeding. The other water truck moisture conditioned the haul roads and the cut <br />area. The other two (2) scrapers continued hauling clay cover material to the north slope of the closure area. <br />Twenty-one (21) nuclear moisture density tests were performed on the material placed on the north slope <br />fill area. All tests passed the specified values in density and moisture content and the on site foreman was <br />verbally infortned of the test results. <br />A GSE crew of three was on site to unload three trucks of GCL and pallets of bentonite in the morning. <br />Prepared By: Kc% iewed 13y: c <br />4:23 03, Rcv. 0 1 ot' I <br />C.-2 <br />