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TOR <br /> ENGINEERING,INC. <br /> DAILY CONSTRUCTION FIELD REPORT is <br /> Project Name: Project No. Report Sequence <br /> Forward WMU FU-06 02.1605.07 55 <br /> Location of Work: Client Or Manager Date: Day of The Week: <br /> Stockton Allied Waste July 28, 2006 Friday <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 W), high 50's to high 90's Mike Strobel <br /> Equipment on site: <br /> 4x627 scrapers, 2xD6 dozers, 815 compactor, 2 water trucks, excavator, rock truck, loader, backhoe, forklift <br /> NOTES(Describe work completed during the day,any problems and their solutions): <br /> I. Construction <br /> 1. Gwinn Construction continued placement of the Clay Liner in the lower area of WMU FU-06; starting <br /> the third lifts this a.m. <br /> 2. Contractor stockpiles Granular Drainage material in the northern portion of FU-06. <br /> 3. Received truckload#18 with 10 rolls of Bentofix. <br /> II. Testing <br /> 1. Performed 24 FDT's in compacted Clay Liner, tests CL-21 through CL 42, including 2 retests; tests <br /> CL-18A and CL-19A. All tests met or exceeded specification requirements. <br /> 2. Performed Sand Cone test SCCL-26 at FDT location CL-26 for moisture and density correlation. <br /> III. Conversations <br /> • None listed. <br /> Prepared By: Reviewed By: � <br /> 1 of 1 4/23/03,Rev. 0 <br />