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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 contract <br />Construction of 2 Landfill Modules- <br />County of San Joaquin <br />57 23 <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 />9-08-03 <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 />Ton Pei oto / Mario Garza <br />Eric Downs/Victor Cassilas <br />Source and Description of Fill Material: <br />Weather. <br />CQA Technician: <br />On site Brown sandy silt <br />Clear 900 <br />Frank Dell -Era / GreggHemmen <br />i:yu,Nuwu, Uuuccu. _.__1 <br />Water Truck, D6LGP Cat Dozer, Ingersol Rand Smooth Drum roller, TH83 Cat Forklift, 227 Cat Track forklift. <br />NOTES (Describe work completed during the day, any problems and their solutions): <br />Wood Brothers: 5 Man crew D&E: 8 Man crew <br />Wood Bros. continued to import drainage aggregate material from Granites Tracy plant utilizing 20 transfer <br />trucks. Wood bros continued to grade the Drainage aggregate for the LCRS system utilizing the D6LGP <br />dozer with a laser set-up and a laborer watching for wrinkles. Wood Bros continued to weld the 4" perforated <br />LCRS pipe on the floor of Module 1. <br />Krazan on site 2 man crew installing stainless steel screws in the pipe then placing cans around the soil gas <br />wells risers. Krazan will probably pour the concrete bases on Wednesday. <br />®D&E unloaded 4 loads of Bentofix NWL35 totaling approximately 148,896ft2. D&E prior to installation of <br />liner materials smooth drum rolled the subgrade. D&E continued installation of GCL rolls with a minimum <br />of 35lbs peel and 60mil double textured liner. D&E continued to deploy on the northern floor of Module 1. <br />D&E installed a total of 41 panels of GCL totaling approximately 48,690ft2 and 5 panels of geomembrane <br />totaling approximately 52,184ft2 all panels were overlapped and seamed per specifications. No airtests were <br />performed today. D&E placed sandbags as ballast on the liner edges prior to leaving the site. <br />Vector Engineering, Inc. CQA observed grading of LCRS drainage aggregate. CQA observed and logged <br />subgrade acceptance, panel deployment, seaming, and air tests performed on the liner materials. CQA <br />marked and pulled destructive samples on the liner material. CQA tested a total of 6 destructive samples with <br />all 6 meeting the project specifications for peel and shear. CQA performed a walk through of an area in the <br />middle of the floor in Module 1 marking 3 repairs to be performed by D&E. <br />Vector discussed with Wood bros. some of the drainage aggregate is looking a little on the dirty side Tony called Granites plant. There was only <br />1 load that looked questionable. CQA pulled a sample for testing. ME will perform the repairs tomorrow morning. <br />File Name: Foothill Landfill Prepared By: Frank Dell -Era Reviewed By: <br />