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05/28/99 Construction Field Report Job No. 986011.0: DFR No. 15 VECTOR ENGINEERING, INC. Page No. 1 Project Name: Client Or Owner: Daily Field Report Seq;Fnda nce No.: Forward Landfill Allied Waste 15 Location Of Work: Owner's Or Client's Representative: Date: Dayf Week: Manteca,CA Butch Stefan,Jr. 5-28-99 General Contractor: Liner Contractor: Proj. Engineer: Reviewed By: Guinn Construction GSE Scott Purl 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,815FC Sh foot Co actor.Allied:2-300E Cat Rock Trucks 325 Cat Excavator D8 D4 140G Grader, Smooth Drum Roller. NOTES(Describe work completed during the day,any problems and their solutions): Guinn Crew: 9 total Allied Crew: 4 total Guinn Construction is excavating the southern edge of the cell and the eastern toe. Guinn has the D6R ripping the subgrade material. The grader is cutting the south 2:1 slope and grading on the stockpile. Guinn utilized 2-633 paddle wheels to excavate and haul the material that is suitable for the clay admixture to the appropriate stockpile. Guinn started placing.75' of on site materials with.25' of clay material on the mixing pad area. Guinn will start the mixing on the first of June. Guinn reset eastern stakes in the old access roadway so the asphalt could be removed. Allied to continued to place garbage on the southeast edge of the eastern slope it cover material. Allied continued to construct the anchor trench area on the slopes southern edge of cell WMU D-99. Vector Engineering,Inc. Observed excavation and stockpiling materials for clay mixture. Augered several test holes to verify thickness of the subgrade material. File Name: Forward Landfill Prepared by: Frank Dell-Era Reviewed by: