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NOTES (Describe work completed during the day, any problems and their solutions): Wood Brothers: 8 Man crew Wood Bros. continued to excavate and process foundation layer material, to excavate unsuitable materials from Module 1 and haul to the stockpile west of Module 1, to check depth of the excavation utilizing a laser. Wood Bros. continued to process the foundation layer materials on the floor and on the northern slope in a dry state to help break —up any over size materials. Wood Bros. continued to rip and process the material on the north and eastern slopes utilizing the D6 in the afternoon. Wood Brothers moisture conditioned the northern portion of the floor. Brazil Water maintained moisture on access roads. Wood Bros. placed visquine and filled sandbags for placement in the pond to hold the visquine in place as the pond is filled over night. Wood Bros. excavated a hole then placed visquine for containment of their fuel tank that arrived on site today. Vector Engineering, Inc. CQA observed excavation of unsuitable materials from the floor of Module 1. CQA observed checking of excavated depth utilizing a laser set-up. CQA observed processing of proposed foundation layer material, CQA performed a wash, proctor curve and 2-PI's. Vector discussed with Wood bros. Compaction will probably not take place today if they can't maintain moisture in the foundation layer material. Wood Brothers will line the water pond today so the site can fill it over night. Wood Bros. will continue to excavate 1' of foundation layer material for processing. Q % File Name: Foothill Landfill Prepared By: Frank Dell -Era Reviewed By: JA1k Vector Engineering Daily Field Report Job Number: 031602.00 Project Name: Client Or Manager. Daily Field Report Sequence Number. Days left in contract Construction of 2 Landfill Modules- County of San Joaquin 9 71 Foothill Landfill Location of Work: Owner's Or Client's Representative Date: Day of The Week: Stockton Ca. Mike Carroll 6-30-03 Monday General Contractor. Liner Contractor: Project Engineer. Reviewed By: Wood Brothers D&E Construction Bryan Fritzler General Foreman: Liner Superintendent: Other. Tony Peichoto / Mario Garza Eric Downs Source and Description of Fill Material: Weather. CQA Technician: On site tan Brown sandy silt Clear Warm 900 Frank Dell -Era / Jeremy Freas Equipment Utilized: 2-631C Cat Scraper, D9G Dozer, D6 Cat Dozer, 825 Sheepsfoot Cat compactor, Water Truck. NOTES (Describe work completed during the day, any problems and their solutions): Wood Brothers: 8 Man crew Wood Bros. continued to excavate and process foundation layer material, to excavate unsuitable materials from Module 1 and haul to the stockpile west of Module 1, to check depth of the excavation utilizing a laser. Wood Bros. continued to process the foundation layer materials on the floor and on the northern slope in a dry state to help break —up any over size materials. Wood Bros. continued to rip and process the material on the north and eastern slopes utilizing the D6 in the afternoon. Wood Brothers moisture conditioned the northern portion of the floor. Brazil Water maintained moisture on access roads. Wood Bros. placed visquine and filled sandbags for placement in the pond to hold the visquine in place as the pond is filled over night. Wood Bros. excavated a hole then placed visquine for containment of their fuel tank that arrived on site today. Vector Engineering, Inc. CQA observed excavation of unsuitable materials from the floor of Module 1. CQA observed checking of excavated depth utilizing a laser set-up. CQA observed processing of proposed foundation layer material, CQA performed a wash, proctor curve and 2-PI's. Vector discussed with Wood bros. Compaction will probably not take place today if they can't maintain moisture in the foundation layer material. Wood Brothers will line the water pond today so the site can fill it over night. Wood Bros. will continue to excavate 1' of foundation layer material for processing. Q % File Name: Foothill Landfill Prepared By: Frank Dell -Era Reviewed By: JA1k