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05/20/99 Construction Field Report Job No. 986011.0: <br /> DFR No. 9 VECT®R. ENGINEERING, INC. Page No. 1 <br /> Project Name: Client Or Owner: Daily Field Report Sequence No.: <br /> Forward Landfill Allied Waste 9 <br /> Location Of Work: Owner's Or Client's Representative: Date: Day Of Week: <br /> Manteca,CA Butch Stefan,Jr. 5-20-99 Thursday <br /> General Contractor: Liner Contractor: Proj. Engineer: Reviewed By: <br /> Guinn Construction I GSE Scott Purdy <br /> General Forman Liner Contractor Superintendent Or Foreman: <br /> Duane Meadows <br /> Source And Description Of Fill Material: Weather: CQA Technician: <br /> On site sandy clay Clear,Warm FRANK DELL-ERA <br /> Equipment used: <br /> Guinn: 140G Grader,3-633/1-623 Paddle Wheels,D6R Cat Dozer,320L Cat Excavator,966D Cat loader,Water Truck. Allied:2- <br /> 300E Cat Rock Trucks,325 Cat Excavator,D8,D4 140G Grader, Smooth Drum Roller. <br /> NOTES(Describe work completed during the day,any problems and their solutions): <br /> Guinn Crew. 9 total <br /> Allied Crew: 4 total <br /> Tim Guinn was on site. Guinn had a third 633 arrive on site today. Guinn Construction completed the Ione <br /> Clay import haul today. Guinn had the 966 loader spreading the clay as the trucks are dumping it on the clay <br /> stockpile area. Guinn imported approximately 1,800 tons of lone clay. Guinn is utilizing 2-633/1-623 paddle <br /> wheels to excavate and haul the subgrade material from the southern edge of the cell WMU D-99 to the <br /> appropriate stockpile areas northwest of cell WMU D-99. Guinn is grading and moisture conditioning the <br /> material as it is being stockpiled. G ' 's grade checker is continuously checking grade on the south slope of <br /> WMUD-99. <br /> Allied Waste is working on the subgrade preparation on the eastern slope of cell WMU D-99 above the third <br /> bench off of the cell floor. Allied is utilizing 2 rock trucks to haul subgrade material from the WMU B cell. <br /> Allied has the water truck moisture conditioning the subgrade material prior to the placement of subsequent <br /> lifts. The subgrade material is being spread by the D4 and track walked with the D8 for compaction. <br /> Vector Engineering,Inc. Observed placement and compaction of the subgrade material. CQA performed <br /> density tests on the subgrade material with all tests passing the required specifications. Pulled a sample of <br /> imported clay for testing of moisture,pi and sieve analysis. CQA moisture samples from the clay import 5- <br /> 19-99 were 25.1,22.8,19.3%moisture content. CQA pulled 3 samples of clay material for moisture checks. <br /> File Name: Forward Landfill Prepared by: Frank Dell-Era Reviewed by: �S <br />