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TOR <br /> ENGINEERING,INC. <br /> DAILY CONSTRUCTION FIELD REPORT <br /> Project Name: Project No. ReportSequence <br /> Forward WMU FU-06 02.1605.07 37 <br /> Location of Work: Client Or Manager Date: Day of The Week: <br /> Stockton Allied Waste July 6, 2006 Thursday <br /> General Contractor: Liner Contractor: Project Engineer: Reviewed By: <br /> Gwinn Construction n/a Monte Christie <br /> General Foreman: Liner Superintendent: Other: <br /> Larry Simms n/a <br /> Source and Description of Fill Material: Weather: CQA Technician: <br /> Native soils Clear, It. breeze (NW),high 50's to high 80's Mike Strobel <br /> Equipment on site: <br /> 4x637 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. 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 /> II. 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 y: Reviewed By: Ole <br /> 1 of 1 4/23/03,Rev.0 <br />