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[A <br />Vector Engineering <br />Daily Field Report <br />Jon Number: 011602 M <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 />53 27 <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 />9-02-03 <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/Victor Cassilas <br />Source and Description of Fill Material: <br />Weather: <br />CQA Technician: <br />On site Brown sandy silt <br />F....:.....o..♦ i T.41.'__A. <br />Clear 1020 <br />Frank Dell -Era / Gregg Hemmen <br />Water Truck, D6LGP Cat Dozer, Ingersol Rand Smooth Drum roller, TH83 Cat Forklift, 227 Cat Track forklift I <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 to utilize the D6LGP dozer to spread the material onto the cell floor with a laborer <br />watching for wrinkles. Wood Bros brought in a D6LGP. <br />D&E unloaded 2 loads of Bentofix NWL35 totaling approximately 74,448.36ft2, 1 load of 60mi1 double <br />textured geomembrane liner totaling approximately 128,700ft2 and 1 load of 8 ounce filter geotextile <br />material totaling approximately 35 1,0002. D&E prior to installation of liner materials smooth drum rolled <br />the subgrade. D&E continued installation of GCL rolls with a minimum of 35lbs peel and 60mi1 double <br />textured liner. D&E continued to deploy on the floor of Module 1. D&E installed a total of 35 panels of GCL <br />totaling approximately 77,100ft2 and 7 panels of geoebrane totaling approximately 80,280ft2 all panels <br />were overlapped and seamed per specifications. D&E performed repairs and air tests on panel seams. D&E <br />placed sandbags as ballast on the liner edges prior to leaving the site. <br />Vector Engineering, Inc. CQA observed grading of the LCRS drainage aggregate. CQA observed and logged <br />subgrade acceptance, panel deployment, seaming, repairs and air tests performed on the liner materials. CQA <br />marked and pulled destructive samples on the liner material. All destructive samples tested meet the project <br />requirements. <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 />File Name: Foothill Landfill Prepared By: Frank Dell -Era Reviewed <br />