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TOR <br /> ENGINEERING,INC. <br /> DAILY CONSTRUCTION FIELD REPORT <br /> Project Name: Project No. Report Sequence <br /> Forward WMU FU-06 02.1605.07 53 <br /> Location of Work: Client Or Manager Date: Day of The Week: <br /> Stockton Allied Waste July 26, 2006 Wednesday <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), low 70's to low100'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; have the <br /> first lift across the entire area and about half-way with the second lift. Starting the third lift along the <br /> west side. <br /> 2. GSE continued off-loading deliveries of geosynthetics. <br /> Today's deliveries: Truck load# 18, w/11 rolls Bentofix. <br /> II. Testing <br /> 1. Performed 5 FDT's in compacted Clay Liner; tests CL-1 through CL-5. Preliminary information <br /> indicates passing results. <br /> 2. Performed Sand Cone test in compacted Clay Liner, test SCOL-5. <br /> 3. Collected Shelby Tubes in compacted Clay Liner, test samples STCL-5A and 5B. <br /> III. Conversations <br /> • None listed. <br /> Prepared By: Reviewed By: �i G <br /> i <br /> 1 of 1 4/23/03,Rev.0 <br />