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TIECTOR <br />ENGINEERING, INC. <br />0 DALY CONSTRUCTION <br />► REPORT <br />Project Name: <br />Project No. <br />Daily Field Report Sequence Number: <br />Forward Landfill Closure <br />021605.06 <br />24 <br />Location of Work: <br />Client Or Manager <br />Date: <br />Day of The Week: <br />Manteca, Ca <br />Ruben Ramirez <br />September 20, 2005 <br />1 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 />Montie Christie <br />Source and Description of Fill Material <br />Weather: <br />CQA Technician: <br />On site native brown silty Clay <br />Warm,artl cloudy and bree <br />Ken Davila <br />hgmpment on site: I <br />1-Sheepsfoot roller, 2 -water trucks, 1-D6 dozer, 8-627 scrapers, 1-140 blade, 1- John Deere with discs, 1-966 loader, 1 -backhoe <br />m <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 eight (8) scrapers to haul clay from the northern cut area throughout the <br />day. One dozer, one water truck and the sheepsfoot roller 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 one dozer began continued removing the south berm of the upper portion of the FU -05 cell. <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. Montie was on site to continue on site BAT permeability testing. <br />UJI <br />4/23/03, Rev. 0 1 of 1 <br />C-2 <br />Reviewed By: <br />