Laserfiche WebLink
8/19/99 Construction Field Report Job No.986011.0', <br /> DFR No. 75- VECTOR ENGINEERING,, INC. Page No. 1 <br /> Project Name: Client Or Owner: Daily Field Report Sequence No.: <br /> Forward Landfill Allied Waste 75 <br /> Location Of Work: Owner's Or Client's Representative: Date: Day Of Week: <br /> Manteca,CA Butch Stefan Jr. 8-19-99 Thursday <br /> General Contractor. Liner Contractor: Proj. Engineer: Reviewed By: <br /> Guirm Construction GSE Scott Purdy <br /> General Forman Liner Contractor Superintendent Or Foreman: <br /> Robert Burns I Dave Tuttle <br /> Source And Description Of Fill Material: Weather: CQA Technician/Technician: <br /> Clayey sandy sdt Clear Warm FRANK DELL ERA <br /> CHRIS KING <br /> Equipment used: <br /> Guinn: 140G Grader,3-633/1-623 Paddle Wheels,D4H Cat Dozer,320L Cat Excavator,966D Cat loader,Water Truck,CS 563C <br /> Cat Smooth Drum Roller Volvo A25B Rock Truck. GSE: Gradall John Deere 544 Loader. <br /> NOTES(Describe wet*completed during the day,any problems and their solutions): <br /> Guinn Crew: 7 total GSE Crew: 12 total <br /> Guinn completed construction of the bench berms on the eastern slope of cell WMU D-99. Guinn continued <br /> to push and compact the material for the termination berm on the southern slope of cell WMU D-98. Guinn <br /> completed placement of the 12"riser pipe in the leachate impoundment sump wrapped by a burrito of 8oz <br /> geotextile and coarse gravel. The water truck continues to moisture condition all over the site. <br /> GSE performed repairs and vacuum testing so Guinn could place the geotextile, pipe, and coarse gravel <br /> material in the sump area. GSE cleaned up around the site. GSE stagged rolls of GCL for deployment as <br /> soon as Guinn completes the sump detail. GSE started deployment of GCL late afternoon. GSE placed 37 <br /> panels of GCL totaling approximately 12,944ft <br /> Vector Engineering,Inc. Observed repairs and vacuum testing of sump area. CQA observed placement of the <br /> geotextile,pipe and coarse aggregate into the sump. During placement of the coarse gravel Guinn ran the <br /> excavator onto the eastern edge of the liner system. CQA had Guinn excavate the coarse gravel from on top <br /> of the geotextile and pull the geotextile back to expose the underlying geomembrane. CQA inspected to find <br /> several pinch points from the tracks. CQA informed GSE of the repairs to be made. <br /> File Name: Forward Landfill Prepared by: Frank Dell-Era Reviewed by: �l <br />