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TOR <br /> ENGINEERING,INC. <br /> DAILY CONSTRUCTION <br /> FIELD REPORT <br /> Project Name: Project No. Report Sequence <br /> Forward WMU FU-06 02.1605.07 29 <br /> Location of Work: Client Or Manager Date: Day of The Week: <br /> Stockton Allied Waste June 22, 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 60's to low 100's 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. Continued excavation to make the south-end slope of FU-06. Soil materials are being placed and <br /> compacted in the floor area alongside the east limit of FU-06. <br /> 2. Continued deployment of the bottom geotextile along the eastern termination of FU-05 and west floor <br /> area of FU-06. <br /> 3. Start placement of the Granular Drainage material over 8 oz. geotextile in the NEC of FU-06; <br /> contractor using a belt-conveyor to get the gravel onto the geotextile where the D6 pushes out a 6" lift <br /> using GPS control. <br /> H. Testing <br /> 1. Collected"Coarse Gravel"drain rock sample CG-1 for laboratory conformance testing. <br /> 2. Collected "Granular Drainage Material" sample GD-1 for laboratory conformance testing. <br /> I11. Conversations <br /> • None listed. <br /> Prepared ByWA Reviewed By: <br /> 1 of 1 4/23/03,Rev. 0 <br />