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TOR <br /> ENGINEERING, INC. <br /> ® <br /> DAILY L CONSTRUCTION FIELD REPORT <br /> Project Name: Project No. Report Sequence <br /> Forward WMU FU-06 02.1605.07 34 <br /> Location of Work: Client Or Manager Date: Day of The Week: <br /> Stockton Allied Waste June 29, 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 Mostly clear, it. breeze (NW), low 70's to high 90'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 the bottom geotextile down the east-central portion of FU-06 upper area. <br /> 2. Continued placement of the Granular Drainage material over 8 oz. geotextile in the central portion of <br /> FU-06 upper area. <br /> 3. Continued deployment of 8oz. geotextile over 6" of Granular Drainage material, working in the west- <br /> central portion of the upper area this a.m. <br /> 04. Continued placement of a l' thick lift of Operations Layer over 8 oz. geotextile, west portion of the <br /> upper area this a.m. <br /> II. Testing <br /> 1. Monitored activities. <br /> 2. Continued to periodically check the thickness of the Granular Drainage material before being covered <br /> by filter geotextile. Probing is at roughly 50' centers, indicating an average thickness of 6 inches. <br /> III. Conversations <br /> • With Larry Simms, Gwinn Construction, re: All probes into the Granular Drainage material are <br /> 6"thick or more; approval given to deploy the upper geotextile. <br /> Prepared By: Reviewed By: <br /> 1 of 1 4/23/03,Rev. 0 <br />