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C <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 23 57 <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 />7-21-03 <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 Brown sandy silt <br />Clear Warm 1050 <br />Frank Dell -Era / Jeremy Freas <br />Equipment Utilized: <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 com actor, 3 -Water Trucks, Acker Drill Rig, 140 Cat Grader, 570MTX ski loader. <br />NOTES (Describe work completed during the day, any problems and their solutions): <br />Wood Brothers: 18 Man crew Krazan/Soil Probe: 3 Man crew D&E: 2 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. hauled material from soil borrow area A to the 4`h and 5`h bays for the 2nd <br />lift. Wood Bros processed and compacted the 6`11 bay 1 s` lift and the 4`h bay 2nd lift utilizing the D6 with disc, <br />825 sheepsfoot compactor, tractor with scraper box and 2 water trucks. Wood brothers continued to utilize <br />the D5CXL and a water truck to moisture condition the foundation layer slope material. <br />Krazan/Soil Probe installed probes in 4 wells SG#3-SG#4-SG#5-SG#7. Ted Tasiopoulos from Enviromental <br />*health on site to watch soil gas well installation. Krazan completed drilling SG#1-SG#2. Krazan placed 10' <br />of pea gravel then set probe then placed pea gravel to within 5' of surface with a granular bentonite plug of <br />6" to seal. Krazan drilled a test hole in the sump area per directions from the County of San Joaquin. Mark <br />Edwards turned in drill logs to CQA.. <br />D&E construction utilized the TH83 forklift to unload 2 loads of GCL totaling approximately 91,771ft2, 1 <br />load of 60mil double -textured geomembrane totaling approximately 163,800ft2, 1 load of Geocomposite <br />totaling approximately 78,300ft2 and 1 load of Boz. Filter geotextile totaling approximately 81'000ft2. <br />Vector Engineering, Inc. CQA attended the weekly safety meeting. CQA observed placement and tested <br />compaction of foundation layer material reworked in the 4`h bay and the 6`h bays off the north slope of <br />Module 1. CQA performed several density tests with all tests meeting the required specifications. <br />CQA observed unloading and logged all liner materials delivered to the site. <br />Vector discussed with Wood bros. will need to rework the eastern end of bay #4 due to failing tests. Mario will do it tomorrow morning. <br />File Name: Foothill Landfill Prepared By: Frank Dell -Era Reviewed B <br />