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Vector Engineering <br />Daily Field Report <br />Job Number: 031602.00 <br />Project Name: <br />Construction of 2 Landfill Modules- <br />Client Or Manager. <br />County of San Joaquin <br />Daily Field Report Sequence Number. Days left in cont <br />54 <br />26 <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 />9-03-03 <br />1 Wednesda <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/Victor Cassilas <br />Source and Description of Fill Material: <br />Weather. <br />CQA Technician: <br />On site Brown sandy silt <br />Clear 1000 <br />Frank Dell -Era / GreggZmen <br />Fnninment i itil;Zm* <br />Water Truck, Ingersol Rand Smooth Drum roller, TH83 Cat Forklift, 227 Cat Track forklift, D6LGP Cat Dozer. I <br />NOTES (Describe work completed during the day, any problems and their solutions): <br />Wood Brothers: 4 Man crew D&E: 12 Man crew <br />Wood Bros. continued to utilize the D6LGP dozer with a laser set-up to spread and grade the LCRS gravel <br />material across the cell floor with a laborer watching for wrinkles. Wood Bros had the water truck moisture <br />conditioned the eastern slope and haul routes. <br />D&E unloaded 2 loads of Bentofix NWL35 totaling approximately 74,4402 and 1 load of 8 ounce filter <br />geotextile material totaling approximately 351,900ft2 . D&E prior to installation of liner materials smooth <br />drum rolled the subgrade. D&E continued installation of GCL rolls with a minimum of 351bs peel and 60mil <br />double textured liner. D&E continued to deploy on the floor of Module 1. D&E installed a total of 35 panels <br />of GCL totaling approximately 64,230ft2 and 27 panels of geomembrane totaling approximately 68,550ft2 all <br />panels were overlapped and seamed per specifications. D&E performed some air tests on welded seams. <br />D&E placed sandbags as ballast on the liner edges prior to leaving the site. <br />Vector Engineering, Inc. CQA observed placement of the LCRS drainage aggregate. CQA observed and <br />logged subgrade acceptance, panel deployment, seaming, repairs and air tests performed on the liner <br />materials. CQA marked and pulled destructive samples on the liner material. With all tests performed <br />meeting the required specification for this project. <br />Vector discussed with Wood bros. continue to grade the LCRS gravel and weld pipe today.. D&E will continue GCL and liner deployment on the <br />slopes of in Module 1.Wood brothers will have the water truck and smooth drum available for D&E to repair any damage to the subgrade as <br />deployment proceeds. Wood Bros backhoe was on the geocomposite material. Wood Bros will clean the geocomposite off and pull it off the <br />slope to expose the under lying liner material tomorrow. <br />File Name: Foothill Landfill Prepared By: Frank Dell -Era Reviewed By: <br />