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TIE "TOR <br />ENGINEERING, INC. <br />DAIL Y CONSTRUCTIONREPORT <br />Project Name: <br />Project No. <br />Daily Field Report Sequence Number: <br />Forward Landfill Closure <br />021605.06 <br />9 <br />Location of Work: <br />Client Or Manager <br />Date: <br />Day of The Week: <br />Manteca, Ca <br />Ruben Ramirez <br />August 29, 2005 <br />Monda <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 />7 <br />Source and Description of Fill Material <br />Weather: <br />CQA Technician: <br />On site native light brown silty Clay <br />Hot, clear and breezy <br />Ken Davila <br />Equipment on site: <br />1-Sheepsfoot roller, 2- water trucks, 1- D6 dozer, 7-627 scrapers, 1 -John Deere with discs, 1- 623 scraper, 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 location listed above. Guinn <br />Construction used five of the 627 scrapers to haul clay to the west slope fill area and two of the 627 scrapers <br />to haul black topsoil to the east pit. One dozer, one water truck and the sheepsfoot roller also worked in that <br />location. The other water truck moisture conditioned the cut area behind the tractor with discs and the <br />.same <br />haul roads. The 623 paddle wheel scraper placed operations layer on the FU -05 floor to get it ready for <br />Wednesday's scheduled survey. <br />One baggie sample (CL -4) of the clay material was obtained in the midmorning. Four (4) nuclear moisture <br />density tests were performed at random locations and elevations. All tests passed the required specifications <br />and the on site foreman was verbally informed of the test results. <br />M <br />4/23/03, Rev. 0 1 of 1 <br />C-2 <br />Reviewed By: <br />