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05/12/99 Construction Field Report Job No. 986011.0: <br /> DFR No. 3 VECTOR ENGINEERING, INC. Page No. 1 <br /> Project Name: Client Or Owner: Daily Field Report Sequence No.: <br /> Forward Landfill Allied Waste 3 <br /> Location Of Work: Owner's Or Client's Representative: Date: Day Of Week: <br /> Manteca,CA Butch St Jr. 5-12-99 W <br /> General Contractor: Liner Contractor: Proj. Engineer: Reviewed By: <br /> Guinn Construction 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,2-633 Paddle Wheels,D6R Cat Dozer,320L Cat Excavator,966D Cat loader.Allied:2-300E Cat Rock <br /> 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: 5 total <br /> Allied Crew: 7 total <br /> Dewalt Crew: 2 total <br /> Guinn had an 320L Cat Excavator, 966D Cat Loader and D6R Dozer arrive on site today. Guinn <br /> Construction had 3 laborers and an excavator exposing the liner tie in on the eastern slope to the south of <br /> cell D-98. Guinn worked from the east towards the west exposing the liner. While excavating the liner tie-in <br /> Guinn hit the liner and geocomposite. CQA took a picture for documentation purposes.Dewalt reset point <br /> Adak #103 to the proper elevation depicted on the control sheet. Dewalt Surveying completed the topo of the <br /> J F Northl leachate pond,the liner tie e cell floor and the southern edge of the site along <br /> the access roadway. <br /> Allied Waste is working on subgrade preparation on eastern slope of cell D-99. Allied had 2 rock trucks <br /> hauling material from the stockpile area to the west of the cell to the eastern slope where the D8 spread the <br /> material up the slope and track walked for compaction. Allied brought in a smooth drum roller to compact <br /> the second bench above the cell floor and the southern most eastern slope where it could get up the slope. <br /> Vector Engineering, Inc. performed density tests on the subgrade material with all tests passing the <br /> specifications. CQA performed a density moisture relationship curve. Observed topo surveying of cell floor <br /> and southern edge of site along roadway. <br /> File Name: Forward Landfill Prepared by: Frank Dell-Era Reviewed by: `rS <br />