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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 cont <br />Construction of 2 Landfill Modules- <br />County of San Joaquin 14 66 <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 />7-8-03 <br />Tuesday <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 900 <br />Frank Dell -Era / Jeremy Freas <br />Equipment Utilized: <br />2-631C Cat Scra er, D9G Dozer, D6 Cat Dozer with disc, 825 Shee sfoot Cat com actor, 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 place, moisture condition and compact foundation layer material on the northern <br />portion of Module 1. Wood Bros. hauled material from the processing pad to the 1St and 2nd and 3rd bays off <br />the north slope utilizing the D9 dozer and 2-631 scrapers. Wood brothers utilized 2- water trucks and the D6 <br />with disc to moisture condition the foundation layer material as it was placed. Wood Bros. continued to <br />check grade on each lifts thickness utilizing a laser set-up. Wood Bros. started placement of the 2nd lift in the <br />1St bay off the north slope in the western corner of Module 1. <br />Vector Engineering, Inc. CQA observed placement and tested compaction of foundation layer material <br />placed in the middle along the northern slope of Module 1. CQA performed several density tests with all <br />tests meeting the required specifications for this project. CQA performed 2 -sieve analysis, 1 Plasticity index <br />and a moisture density relationship curve on foundation layer material. 1 -sieve analysis and a wash on the <br />pea gravel. CQA set-up a sieve analysis. <br />Vector discussed with Wood bros. will continue placement and compaction of foundation layer material today and expect a laserscraper box on <br />site tomorrow. <br />File Name: Foothill Landfill Prepared By: Frank Dell -Era Reviewed By: <br />