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"W Irv -1 -ITOR <br />0 /1" <br />V A -d <br />ENGINEERING, INC. <br />DAILY CONSTRUCTION FIELD - •O - <br />Project Name: <br />Project No. <br />Daily Field Report Sequence Number. <br />Forward Landfill Closure <br />021605.06 <br />43 <br />Location of Work: <br />Client Or Manager <br />Date: <br />Day of The Week: <br />Manteca, Ca <br />Ruben Ramirez <br />October 15, 2005 <br />Saturday <br />General Contractor. <br />Liner Contractor: <br />Project Engineer: <br />Guinn Construction <br />BAS <br />General Foreman: <br />Liner Superintendent: <br />Others: <br />LEEy Simms <br />Source and Description of Fill Material <br />Weather <br />CQA Technician: <br />On site native brown silt Clay <br />Warm, clear and breezy <br />Ken Davila <br />Equipment on site: <br />1 -water truck, 1-D6 dozer, 1-140 blade <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 work on the north slope with the dozer track walking the slope. This was completed <br />in preparation for the hydroseeding of the western slope and the western portion of the north slope. The <br />® upper berm was also graded with the blade. <br />Five (5) nuclear moisture density tests were performed on the material placed on the piggy back slope. All <br />tests passed the specified values in density and moisture content and the on site foreman was verbally <br />informed of the test results. <br />®; Prcpared By: — Re\ ie\N ed Bv: M� <br />=4%23'03. Rcv. 0 1 or 1 <br />C-? <br />