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NOTES (Describe work completed during the day, any problems and their solutions): <br />Wood Brothers: 7 Man crew <br />Wood Bros. continued to excavate and process foundation layer material, to excavate unsuitable materials <br />from Module 1 and haul to the stockpile west of Module 1, to check depth of the excavation utilizing a laser. <br />Wood Bros. continued to rip and process the slopes utilizing the D6 dozer and the 825. Brazil Water <br />maintained moisture on the access roads and in the foundation layer material on the northern floor. Wood <br />Brothers had a mechanic repair the hurricane pump in the pond. <br />Vector Engineering, Inc. CQA observed excavation of unsuitable materials from the floor of Module 1. CQA <br />observed checking of excavated depth utilizing a laser set-up. CQA observed processing of proposed <br />foundation layer material, CQA performed a 3 -washes, a sieve analysis and a moisture density relationship <br />curve. CQA set-up 2 moisture density relationship curves, plasticity index and 2 sieve analysis. <br />Vector discussed with Wood bros. will continue to excavate l' of foundation layer material for processing and continue to process the slope <br />material. The pump in the pond <br />File Name: Foothill Landfill Prepared By: Frank Dell -Era Reviewed B <br />Vector Engineering <br />Daily Field Report <br />Job Number: 031602.00 <br />Project Name: <br />Client Or Manager. Daily Field Report Sequence Number. Days left in contract <br />Construction of 2 Landfill Modules- <br />County of San Joaquin <br />11 69 <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 />7-2-03 <br />Wednesday <br />General Contractor. <br />Liner Contractor: <br />Project Engineer <br />Reviewed By: <br />Wood Brothers <br />D&E Construction <br />B an 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 tan Brown sand silt <br />Clear Warm 880 <br />Frank Dell -Era / Jeremy Freas <br />Equipment Utilized: <br />2-631C Cat Scraper, D9G Dozer, D6 Cat Dozer, 825 Sheepsfoot Cat compactor, Water <br />Truck. <br />NOTES (Describe work completed during the day, any problems and their solutions): <br />Wood Brothers: 7 Man crew <br />Wood Bros. continued to excavate and process foundation layer material, to excavate unsuitable materials <br />from Module 1 and haul to the stockpile west of Module 1, to check depth of the excavation utilizing a laser. <br />Wood Bros. continued to rip and process the slopes utilizing the D6 dozer and the 825. Brazil Water <br />maintained moisture on the access roads and in the foundation layer material on the northern floor. Wood <br />Brothers had a mechanic repair the hurricane pump in the pond. <br />Vector Engineering, Inc. CQA observed excavation of unsuitable materials from the floor of Module 1. CQA <br />observed checking of excavated depth utilizing a laser set-up. CQA observed processing of proposed <br />foundation layer material, CQA performed a 3 -washes, a sieve analysis and a moisture density relationship <br />curve. CQA set-up 2 moisture density relationship curves, plasticity index and 2 sieve analysis. <br />Vector discussed with Wood bros. will continue to excavate l' of foundation layer material for processing and continue to process the slope <br />material. The pump in the pond <br />File Name: Foothill Landfill Prepared By: Frank Dell -Era Reviewed B <br />