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06/02/99 Construction Field Report Job No. 986011.06 DFR No. 17 VECTOR ENGINEERING, INC. Page No. 1 Project Name: Client Or Owner: Daily Field Report Sequence No.: Forward Landfill Allied Waste 17 Location Of Work: Owner's Or Client's Representative: Date: Day Of Week: Manteca,CA Butch St Jr. 6-2-99 Wednesda General Contractor: Liner Contractor. Proj. Engineer: Reviewed By: Guinn Construction GSE Scott Purdy General Forman Liner Contractor Superintendent Or Foreman: Duane Meadows Source And Description Of Fill Material: Weather: CQA Technician: On site sandy clay Clear,Warm FRANK DELL-ERA. Equipment used: Guinn: 140G Grader,3-633/1-623 Paddle Wheels,D6R Cat Dozer,320L Cat Excavator,966D Cat loader,Water Truck,815F Cat Sheepfoot Compactor.Griffin:2 Water trucks,WR2500,RS650 mixers. Allied: 2 Rock Trucks,D8,D4, 14OG Grader, Smooth Drum Roller. NOTES(Describe work completed during the day,any problems and their solutions): Guinn Crew: 9 total Dewalt Crew: 2 total Griffin Crew 4 total Allied Crew: 2 total Guinn Construction has Griffin soils stabilization on site mixing the clay with on site materials. Griffin has 2 mixers and 2 water trucks mixing the clay and on site soils. Griffin completed the clay mixture today. Guinn has the D6R ripping the subgrade material. The grader is leveling the clay mixing pad as each lift is completed. Guinn utilized 2-633/1-623 paddle wheels to haul the material approved for admix from the AML stockpile to the mixing pad. Guinn utilized the scrapers to haul the clay material to the mixing pad area. Guinn continued to excavate subgrade material from the cell floor and access ramp.Dewalt is on site performing topo on the Ashpit and the eastern slope of cell WMU D-99. It set cut stakes for the southern roadway. Allied Waste continued to place garbage on the southeast edge of the eastern slope with daily cover material. Allied is utilizing 2 rock trucks and the D4 to place and spread subgrade material to the east of the liner termination point. Vector Engineering,Inc. Observed excavation and stockpiling materials for clay mixture. CQA pulled several moisture samples on the clay mix. While setting cut stakes CQA noticed that the amount of cut would be into the Ashpit material and interfere with a concrete crawl space under the road also it could hit the liner at the west end of the road. CQA informed the owner and construction manager. Tim Guinn wanted to know if the south road could be moved to the north 1' so Guinn would not have to key in the slope. [File Name: Forward Landfill Prepared by: Frank Dell-Era Reviewed by: V5