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VE TOR <br />ENGINEERING, INC. <br />0 DAILY CONSTRUCTIONI REPORT <br />Project Name: <br />Project No. <br />Report Sequence <br />Forward WMU FU -06 <br />02.1605.07 <br />37. <br />Location of Work: <br />Client Or Manager <br />Date: <br />Day of The Week: <br />Stockton <br />Allied Waste <br />July 6, 2006 <br />Thursday <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 />Native soils <br />Clear, It. breeze (NW), high 50's to high 80's <br />Mike Strobel <br />Equipment on site: <br />4x637 scra ers, 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. Continued deployment of geotextile over LCRS gravel in the east -central portion of the FU -06 upper <br />area. <br />2. Continued placement of the Operations Layer over 8 oz. geotextile; work in the central portion of the <br />upper area this a.m. <br />Testing <br />1. Monitored activities. <br />2. Checked the thickness of the Granular Drainage material throughout the central portion in the upper <br />area of FU -06. <br />III. Conversations <br />® With Larry Simms, Gwinn Construction, re: Gravel thickness averages a little more than 6" in all <br />areas probed; approval given to deploy filter geotextile over all Granular drainage material in <br />place. <br />Prepared By: <br />Reviewed By: <br />1 of 1 4/23/03, Rev. 0 <br />