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VE TOR <br /> ENGINEERING,INC. <br /> DAILY CONSTRUCTION FIELD REPORT <br /> Project Name: Project No. Report Sequence <br /> Forward WMU FU-06 02.1605.07 33 <br /> Location of Work: Client Or Manager Date: Day of The Week: <br /> Stockton Allied Waste June 28, 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 Mostly cloudy, it. breeze (NW), mid 60's to high 90's Mike Strobel <br /> Equipment on site: <br /> 4x637 scrapers, D6 dozer, 815 compactor, water truck, excavator,rock truck, loader, backhoe <br /> NOTES(Describe work completed during the day,any problems and their solutions): <br /> I. Construction <br /> 1. Continued deployment of the bottom geotextile along the eastern termination of FU-05 and west floor <br /> area of FU-06. <br /> 2. Continued placement of the Granular Drainage material over 8 oz. geotextile in the NEC of FU-06; <br /> contractor using a belt-conveyor to get the gravel onto the geotextile where the D6 pushes out a 6" lift <br /> using GPS control; working in the central portion of the upper area in FU-06 this a.m. <br /> 3. Continued placement of the 1' thick Operations Layer over 8 oz. filter geotextile and 6" of Granular® <br /> Drainage material; still working out of the SW area this a.m. <br /> Il. Testing <br /> 1. Monitored activities. <br /> 2. Continued to periodically check the thickness of the Granular Drainage material before being covered <br /> by filter geotextile. Probing is at roughly 50' centers, indicating an average thickness of 6 inches. <br /> 111. Conversations <br /> • None listed. <br /> r%'l 0 <br /> Prepared Reviewed By: <br /> Rt <br /> 1 of 1 4/23/03,Rev. 0 <br />