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TIECTOR <br />ENGINEERING, INC. <br />0 DAILY CONSTRUCTION FIELD REPORT <br />Project Name: <br />Project No. <br />Daily Field Report Sequence Number. <br />Forward Landfill Closure <br />021605.06 <br />37 <br />Location of Work: <br />Client Or Manager <br />Date: <br />Day of The Week: <br />Manteca, Ca <br />Ruben Ramirez <br />October 7, 2005 <br />Friday <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 />---JWeather. <br />CQA Technician: <br />On site native brown silt ClayWarm, <br />clear and breezy <br />Carlos Padilla <br />Equipment on site: <br />1-Shee sfoot roller, 2 -water trucks, 2-136 dozers, 6-627 scra ers, 1-140 blade, 1-966 loader <br />—, Ml..e WON% cvd.pieded during me nay, 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 scrapers to haul clay from the northern and central cut areas throughout <br />the day. Seven (7) scrapers continued placing fill material from west to east. One dozer, one of the water <br />®trucks and the sheepsfoot roller also worked on the north slope fill area. The other water truck moisture <br />conditioned the haul roads and the cut area behind the other dozer. <br />Two moisture and clay contents tests were perfonned from the fill material being placed 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 />Guinn Construction continued deploying gravel material on the upper bench of the FU -05 cell already <br />covered with HDPE 60 mil DT geomembrane + geotextile carpet by GSE Lining. <br />r Prepared 13y: Revic�� ed By: X46 -- <br />II __ � <br />412103. Rev. 0 1 of 1 <br />C-2 <br />