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VECTOR <br />ENGINEERINOINC. <br />DAILY CONSTRUCTION O. <br />Project Name: <br />Project No. <br />Report Sequence <br />Forward WMU FU -06 <br />02.1605.07 <br />19 <br />Location of Work: <br />Client Or Manager <br />Date: <br />Day of The Week: <br />Stockton <br />Allied Waste <br />June 9, 2006 <br />Friday <br />General Contractor: <br />Liner Contractor: <br />Project Engineer: <br />Reviewed By: <br />Gwinn Construction <br />n/a <br />Monte Christie <br />General Foreman: <br />Liner Superintendent: <br />Other: <br />Larry Simms <br />n/a <br />Source and Description of Fill Material: <br />Weather: <br />CQA Technician: <br />hn ort <br />Clear, It. breeze (NW), high 50's -low 90's <br />Mike Strobel <br />Equipment on site: <br />3x637 scrapers, D6 dozer, 815 compactor, water truck, excavator, rock truck, loader, backhoe <br />NOTES (Describe work completed during the day, any problems and their solutions): <br />I. Construction <br />1. Contractor continued placing Subgrade fill on the east floor area of FU -06; at rough finish grade this <br />a.m.. <br />2. Contractor places and compacts subgrade soils along the east side floor of FU-06.Material comes from <br />within the floor area here. <br />2. The 12G blade continues minor work on the LCRS ditches in the north area of FU -06. <br />0I. Testing <br />1. Performed 3 FDT's in compacted subgrade being placed in the east floor of FU -06; tests SG -61, 62 <br />and 63; all indicated passing results. <br />2. Completed Atterberg Limits on sample SG -1; material classified as CL (lean clay). <br />III. Conversations <br />• None listed. <br />Prepared By: <br />Reviewed By: 4 <br />1 of 1 4/23/03, Rev. 0 <br />