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117 <br /> E TOR <br /> ENGINEERING,INC. <br /> DAILY CONSTRUCTION FIELD REPORT <br /> Project Name: Project No. Report Sequence <br /> Forward WMU FU-06 02.1605.07 57 <br /> Location of Work: Client Or Manager Date: Day of The Week: <br /> Stockton Allied Waste August 1, 2006 Tuesday <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 50'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 placement of the Clay Liner in the lower area of WMU FU-06. <br /> 2. Continued deployment filter geotextile and placement of the Granular Drainage materials along the <br /> inside of the berms in the northern portion of FU-06. <br /> II. Testing <br /> 1. Performed 42 FDT's in compacted Clay Liner; tests CL-54 through CL-85 all passed. <br /> 2. Performed sand cone tests SCCL-60 and SCCL-84. <br /> 3. Collected Shelby Tube permeability samples; tests STCL-49A & B, STCL-54A & B, STCL-64A & B, <br /> STCL-85A & B and STCL- 86A & B. <br /> III. Conversations <br /> • None listed. <br /> Prepared B5. Reviewed By: G <br /> 1 of 1 4/23/03,Rev.0 <br />