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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 51 29 <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 />8-28-03 <br />Thursday <br />General Contractor. <br />Liner Contractor: <br />Project Engineer:Reviewed <br />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 940 <br />Frank Dell -Era / Bryan Fritzler <br />Equipment Utilized: <br />Water Truck, D5CXLCat 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: 12 Man crew <br />Wood Bros. continued import of Drainage aggregate for the LCRS system from Granites Tracy plant. Wood <br />bros continued to utilize the D5CXL dozer to spread the material onto the cell floor with a laborer watching <br />for wrinkles. <br />D&E prior to installation of liner materials smooth drum rolled the subgrade. D&E continued installation of <br />GCL rolls with a minimum of 351bs peel and 60mil double textured liner. D&E continued to deploy on the <br />floor of Module 1. D&E installed a total of 35 panels of GCL totaling approximately 81,585ft2 and 8 panels <br />of geomembrane totaling approximately 90,7202 all panels were overlapped and seamed per specifications. <br />D&E performed air tests on all seams. D&E placed sandbags as ballast on the liner edges prior to leaving the <br />site. D&E unloaded 1 load of Bentofix NWL35 totaling approximately 37,24.102 and 1 load of 8 ounce <br />filter geotextile material totaling approximately 351,000$ . <br />Vector Engineering, Inc. CQA observed placement of the LCRS drainage aggregate. CQA pulled sieve <br />analysis samples and shipped 1 bucket of LCRS proposed drainage aggregate to Vector Engineering for <br />testing. CQA observed and logged subgrade acceptance, panel deployment, seaming, and air tests performed <br />on the liner materials. CQA marked and pulled destructive samples on the liner material placed. <br />Vector discussed with Wood bros. continue import and placement of LCRS gravel. D&E will continue GCL and liner deployment on the floor in <br />Module 1. <br />�1 <br />File Name: Foothill Landfill Prepared By: Frank Dell -Era Reviewed <br />