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Vr,TOR <br />ENGINEERING, INC. <br />0 DAILY CONSTRUCTIONREPORT <br />Project Name: <br />Forward Landfill Closure <br />Project No. <br />021605.06 <br />Daily Field Report Sequence Number. <br />41 <br />Location of Work: <br />Manteca, Ca <br />Client Or Manager <br />Ruben Ramirez <br />Date: Day of The Week: <br />October 13, 2005 Thursday <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 />Lochlin Caffey <br />Source and Description of Fill Material Weather. CQA Technician: <br />On site native brown silt ClayWarm, clear and breezy Ken Davila <br />Equipment on site: <br />1-Shee sfoot roller, 2 -water trucks, 2-D6 dozers, 7-627 scrapers, 1-140 blade, 1-966 loader <br />tvnT c In.—H, . r, _i <br />r •.v.n a.vu.pe e" uuo,ug uee uny, any proorems 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. In the mid morning, an area of the northern cut area was closed to the scrapers because of the very <br />ishigh sand content. This area will remain closed until it is either removed or ripped. Five (5) scrapers <br />continued placing fill material from west to east along the eastern area. One dozer, with GPS, one of the <br />water trucks and the sheepsfoot roller also worked on the north slope fill area. The other water truck <br />moisture conditioned the haul roads and the cut area behind the other dozer. The other two scrapers began <br />placing subgrade fill on the piggyback slope of the FU -05 cell. <br />Thirty-four (34) nuclear moisture density tests were perfonned 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 infonned of the test results. <br />I Dy. <br />C-2 <br />Re\ iewed By: <br />