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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 13 67 <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 />7-7-03 <br />Monda <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 tan Brown sandy silt <br />Clear Warm 860 <br />Frank Dell -Era / Jeremy Freas <br />n <br />Equipment Utilized: <br />2-631C Cat Scraper, D9G Dozer, D6 Cat Dozer with disc, 825 Sheepsfoot Cat compactor, 14G grader, 2 -Water Trucks. <br />NOTES (Describe work completed during the day, any problems and their solutions): <br />Wood Brothers: 8 Man crew <br />Wood Bros. continued to excavate some unsuitable materials. Wood bros. continued to place foundation <br />layer material in the northwestern corner of Module 1. Wood Bros. hauled material from the processing pad <br />to the 2°d bay off the northern slope utilizing the D9 dozer and 2-631 scrapers. Wood brothers utilized 2 - <br />water trucks and the D6 with disc to moisture condition the foundation layer material as it was placed. Wood <br />Bros. continued to check grade on the excavation utilizing a laser set-up. Wood Bros. started placement of <br />the 2nd lift in the northwestern corner of Module 1. <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 placement and tested compaction of <br />foundation layer material placed in the northwestern corner of Module 1. CQA performed several density <br />tests with all tests meeting the required specifications for this project. CQA performed 3 -washes on <br />foundation layer material, set-up a sieve analysis on the pea gravel proposed for the soil gas wells. CQA set- <br />up a wash on the soil gas well pea gravel and 1 moisture density relationship. <br />Vector discussed with Wood bros. moisture conditioning was to be performed with compaction on the foundation layer in the north western <br />corner of Module 1. Wood Bros. will start the next lift if tests meet the requirements. <br />File Name: Foothill Landfill Prepared By: Frank Dell -Era Reviewed By: 49J <br />