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Vf-VTOR <br />INEERING, INC. <br />DAILY CONSTRUCTIONI REPORI <br />Project Name: <br />Project No. <br />Daily Field Report Sequence Number: <br />Forward Landfill Closure <br />021605.06 <br />35 <br />Location of Work: <br />Client Or Manager <br />Date: <br />Day of The Week: <br />Manteca, Ca <br />Ruben Ramirez <br />October 5, 2005 <br />Wednesda <br />General Contractor: <br />Liner Contractor: <br />Project Engineer: <br />Guinn Construction <br />GSE <br />BAS <br />General Foreman: <br />Liner Superintendent: <br />Others: <br />Larry Simms <br />Rickv Sisombath <br />Carlos Padilla <br />Source and Description of Fill Material <br />Weather: <br />CQA Technician: <br />On site native brown silty Clay <br />Warm, clear and calm to breezy <br />Ken Davila <br />Equipment on site: <br />2-Sheepsfoot rollers, 3 -water trucks, 2-D6 dozers, 7-627 scrapers, 1-140 blade, 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 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 rollers also worked on the north slope fill area. The other water trucks moisture <br />® conditioned the haul roads and the cut area behind the other dozer. <br />Twenty (20) nuclear moisture density tests were performed at random locations and elevations on the <br />north slope fill area. All tests passed the specified values in density and moisture content and the on site <br />foreman was verbally informed of the test results. One permeability sample (P-17) was obtained and will be <br />transported to the Vector laboratory for testing. <br />GSE continued placing 60mi1 HDPE liner on the upper bench of the 3:1 slope of the FU -05 cell. <br />The pipeline crew continued to relocate the gas line at the eastern portion of the toe of the northern slope. <br />Prepared By: <br />4/23/03, Rev. 0 1 of 1 <br />C-2 <br />Reviewed By: AL. <br />