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8/26/99 Construction Fier Report Job No. 986011.0; DFR No. 80 VECTOR ENGINEERING, INC. Page No. l Project Name: Client Or Owner: Daily Field Report Sequence No.: Forward Landfill Allied Waste 80 Location Of Work: Owner's Or Client's Representative: Date: Day Of Week: Manteca,CA Butch Stefan Jr. 8-26-99 1ThursdR General Contractor: Liner Contractor. Proj. Engineer: Reviewed By: Guinn Construction GSE Scott Purdy General Forman Liner Contractor Superintendent Or Foreman: Robert Burns Bill Geary Source And Description Of Fill Material: Weather: CQA Technician: Clayey sandy silt �Cloudy,MyM FRANK DELL-ERA Equipment used: Guinn: 140G Grader,633/1-623 Paddle Wheels,D4H Cat Dozer, 320L Cat Excavator,966D Cat loader,Water Truck, GSE:Gradall,John Deere 544 Loader. NOTES(Describe work completed during the day,any problems and their solutions): Guinn Crew: 5 total GSE Crew: 8 total Guinn backfilled and compacted the earthfill on the western slope of the leachate impoundment pond. Guinn installed the brackets for the force main header pipe and the sump riser support. Guinn set the brackets in concrete. GSE deployed a total of 26 panels of 60mi1 geomembrane for the primary liner system in the leachate impoundment pond totaling approximately 23,967.5fe. GSE flipped the smooth/textured geomembrane over with the textured side up so the warranty would not be voided(PER Bill Geary). GSE started to make repairs today after all seams were aieste . Vector Engineering,Inc. Observed placement and logged geomembrane panels,overlap, seaming, d repairs. CQA pulled 4 destructs with DS-5p failing. CQA informed GSE who cut DS—5p A and DS-5p B with failing results. GSE will cap strip the seam in Question. Seam 54/57 was the first of the day for IG 2040 so CQA and GSE pulled sample DS-6p from the second seam welded by IG 2040 with passing results. GSE will isolate the prior days seams and test. File Name: Forward Landfill Prepared by: Frank Dell-Era Reviewed by: j