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NOTES (Describe work completed during the day, any problems and their solutions): Wood Brothers: 7 Man crew Surveyors group Inc: 2 Man crew Wood Bros. continues to utilize 3- 631 scrapers to excavate 1' of foundation layer material for processing about 250' off the north toe of slope in the middle of Module 1. Wood Bros continues to dry back the soil then utilizes the 825 sheepsfoot compactor and scrapers to break the material up. Wood Brothers continued to excavate unsuitable materials from Module 1 and haul to the stockpile west of Module 1. Wood Bros. continues to check depth of excavation of the foundation layer utilizing a laser set -up on the floor. Brazil Water maintained moisture in test pad areas and access roads. Wood Bros started ripping the southern slope utilizing the D6. Wood Bros started clearing and grubbing the eastern slope utilizing the grader. Surveyors group Inc, completed the 100' grid system on the floor of Module 1, set staking for LZ#1-LZ#4 and set 20' off set staking for the hinge point around Module 1. Vector Engineering, Inc. CQA observed excavation of unsuitable materials from the floor of Module 1. CQA observed surveying of the floor in Module 1, checking of excavated depth utilizing a laser set-up. CQA observed processing of proposed foundation layer material, CQA pulled evaluation / conformance samples. CQA pulled a proctor curve, PI's and #200 wash from the processed area of proposed foundation material. n Vector discussed with Wood bros. will continue to excavate and process the foundation layer material today. County of San Joaquin wants CQA to check location of the SG wells to see if located close to planned area. File Name: Foothill Landfill Prepared Bv: Frank Dell -Era Reviewed 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 5 75 Foothill Landfill Location of Work: Owner's Or Client's Representative Date: Day of The Week: Stockton Ca. Mike Carroll 6-24-03 Tuesda General Contractor. Liner Contractor: Project Engineer. I Reviewed By: Wood Brothers D&E Construction Bryan Fritzler General Foreman: Liner Superintendent: Other. Tony Piechoto / Mario Garza Eric Downs Source and Description of Fill Material: Weather. CQA Technician: On site tan Brown sandy silt Clear Hot 940 Frank Dell-Era / Jeremy Freas Equipment Utilized: 2-631C Cat Scraper, 140H CatGrader, D9G Dozer, D6 Cat Dozer with Disc, 825 Sheepsfoot Cat compactor, Water Truck. NOTES (Describe work completed during the day, any problems and their solutions): Wood Brothers: 7 Man crew Surveyors group Inc: 2 Man crew Wood Bros. continues to utilize 3- 631 scrapers to excavate 1' of foundation layer material for processing about 250' off the north toe of slope in the middle of Module 1. Wood Bros continues to dry back the soil then utilizes the 825 sheepsfoot compactor and scrapers to break the material up. Wood Brothers continued to excavate unsuitable materials from Module 1 and haul to the stockpile west of Module 1. Wood Bros. continues to check depth of excavation of the foundation layer utilizing a laser set -up on the floor. Brazil Water maintained moisture in test pad areas and access roads. Wood Bros started ripping the southern slope utilizing the D6. Wood Bros started clearing and grubbing the eastern slope utilizing the grader. Surveyors group Inc, completed the 100' grid system on the floor of Module 1, set staking for LZ#1-LZ#4 and set 20' off set staking for the hinge point around Module 1. Vector Engineering, Inc. CQA observed excavation of unsuitable materials from the floor of Module 1. CQA observed surveying of the floor in Module 1, checking of excavated depth utilizing a laser set-up. CQA observed processing of proposed foundation layer material, CQA pulled evaluation / conformance samples. CQA pulled a proctor curve, PI's and #200 wash from the processed area of proposed foundation material. n Vector discussed with Wood bros. will continue to excavate and process the foundation layer material today. County of San Joaquin wants CQA to check location of the SG wells to see if located close to planned area. File Name: Foothill Landfill Prepared Bv: Frank Dell -Era Reviewed