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v.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 42 <br /> Location of Work: Client Or Manager Date: Day of The Week: <br /> Stockton Allied Waste July 13, 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 Clear, It. breeze (NW), low 60's to low 100's Mike Strobel <br /> Equipment on site: <br /> 4x637 scrapers, D6 dozer, 815 compactor,water truck, excavator, rock truck, loader, backhoe, forklift <br /> NOTES(Describe work completed during the day,any problems and their solutions): <br /> I. Construction <br /> 1. Continued/finished deployment of geotextile over LCRS gravel in the southeast portion of the FU-06 <br /> upper area. <br /> 2. Continued placement of the Operations Layer over 8 oz. geotextile; work into the southeast portion of <br /> the upper area this a.m. <br /> ® 3. Start excavation for the sump in the lower floor area subgrade. <br /> II. Testing <br /> 1. Monitored activities. <br /> 2. Continued checking the thickness of the LCRS gravel in the southeast portion/upper area FU-06; all <br /> probes indicate that the specified minimum thickness (6") is being attained. <br /> III. Conversations <br /> • None listed. <br /> Prepared By: Reviewed By: <br /> 1 of 1 4/23/03,Rev.0 <br />