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I ZE 'TOR <br /> ENGINEENING,INC. <br /> DAILY CONSTRUCTION FIELD REPORT <br /> Project Name: Project No. Report Sequence <br /> Forward WMU FU-06 02.1605.07 61 <br /> Location of Work: Client Or Manager Date: Day of The Week: <br /> Stockton Allied Waste August 5, 2006 Saturday <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), mid 60's to mid 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 finish-grade work on compacted Clay Liner in the floor area; working <br /> on the west-side LCRS trench this a.m. <br /> II. Testing <br /> 1. Performed 20 FDT's in compacted forth lifts of Clay Liner; tests CL-151 through CL-170: All tests <br /> met or exceeded specification requirements. <br /> 2. Collected Shelby Tube permeability samples STCL-158 A&B, STCL-163 A&B, STCL-168 A&B and <br /> STCL-169 A&B. <br /> 3. Performed Sand Cone test locations SCOL-155 and SCCL-163. <br /> III. Conversations <br /> • None listed. <br /> — - P_1� . is <br /> Prepared Al Reviewed By:LIJl <br /> 1 of 1 4/23/03,Rev.0 <br />