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Vector Engineering <br />Daily Field Report <br />Job Number: 031602.00 <br />Project Name: <br />Client Or Manager: <br />Daily Field Report Sequence Number. Days left in cont <br />Construction of 2 Landfill Modules- <br />County of San Joaquin <br />24 56 <br />Foothill Landfill <br />Location of Work: <br />Owner's Or Client's Representative <br />Date: <br />Day of The Week: <br />Stockton Ca. <br />Mike Carroll <br />7-22-03 <br />Tuesda <br />General Contractor. <br />Liner Contractor: <br />Project Engineer. <br />Reviewed By: <br />Wood Brothers <br />D&E Construction <br />Bryan Fritzler <br />General Foreman: <br />Liner Superintendent: <br />Other <br />Tony Peichoto / Mario Garza <br />Eric Downs <br />Source and Description of Fill Material: <br />Weather. <br />CQA Technician: <br />On site Brown sandy silt <br />I Clear Warm 101 ° <br />Frank Dell -Era / Jeremy Freas <br />cyuIputcuL vuuzeu: _.-- <br />2-631C Cat Scraper, D9G Dozer, D6 Cat Dozer with disc, D5CXL Cat Dozer, Case Tractor with laser scraper box, 825 Sheepsfoot <br />Cat compactor, 3 -Water Trucks, Drill Rig, 570MTX skip loader. <br />NOTES (Describe work completed during the day, any problems and their solutions): <br />Wood Brothers: 9 Man crew Krazan/Soil Probe: 3 Man crew D&E: 2-4 Man crew <br />Wood Bros. continued to place, moisture condition and compact foundation layer material on the Middle <br />portion of Module 1. Wood Bros. processed and compacted the 6th bay 2nd lift and the 5th bay 2nd lift utilizing <br />the D6 with disc, 825 sheepsfoot compactor and 2 water trucks. Wood brothers continued to utilize the <br />D5CXL and a water truck to moisture condition the foundation layer slope material. Wood Bros. had the <br />scrapers wheel rolling areas all over site including the northern slope to seal moisture in. Wood Bros. had the <br />D9 track walking and ripping the borrow area to process the material. <br />Krazan/Soil Probe placed bentonite in the test pilot hole drilled in the sump area. Krazan completed drilling <br />and set-up of the soil gas wells. Krazan completed installation of the probes. Krazan placed 10' of pea gravel 0 <br />then set probe then placed pea gravel to within 5' of surface and sealed with granular bentonite. Krazan will <br />pour the grout plug at a later date. Mark Edwards turned in drill logs to CQA. Ted Tasiopoulos from <br />Enviromental health on site to watch soil gas well installation. <br />D&E construction utilized the TH83 forklift to unload 5 loads of GCL totaling approximately 185,292ft2, 2 <br />loads of 60mi1 double -textured neomembrane totaling approximately 386,100ft2, 1 load of Geocomposite <br />totaling approximately 78,300ft . <br />Vector Engineering, Inc. CQA observed placement and tested compaction of foundation layer material <br />reworked in the 4th bay eastern end, the 5th and 6th bay 2°d lift off the north slope of Module 1. CQA <br />performed several density tests with all tests meeting the required specifications. CQA performed density <br />tests per request of wood CQA observed unloading and logged all liner materials delivered to the site. <br />Vector discussed with Wood bros. will rework the eastern end of bay #4 this morning. D&E expects 7 loads of liner materials to be delivered <br />today. <br />File Name: Foothill Landfill Prepared By: Frank Dell -Era Reviewed B <br />