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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 conn <br />Construction of 2 Landfill Modules- <br />County of San Joaquin 82 -2 <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 />10-13-03 <br />Monda <br />General Contractor. <br />Liner Contractor. <br />Project Engineer: <br />Reviewed By: <br />Wood Brothers <br />D&E Construction <br />B an Fritzler <br />General Foreman: <br />Liner Superintendent: <br />Other. <br />Mark Ceolho <br />Eric Downs/Victor Cassilas <br />Source and Description of Fill Material: <br />Weather <br />CQA Technician: <br />Brown sandy silt I <br />Clear 940 <br />Frank Dell -Era / Nathan DeWitt <br />Equipment Utilized: <br />Water Truck, 2-D6LGP Cat Dozers, 2-623 Cat Paddle wheel scra ers, TH83 Cat Forklift, 227 Cat Track forklift. <br />NOTES (Describe work completed during the day, any problems and their solutions): <br />Wood Brothers: 10 Man crew D&E: 12 Man crew <br />Wood Bros. continued to import drainage aggregate material from Granites Tracy plant utilizing 15 transfer <br />and end dump trucks. Wood Bros continued to grade the Drainage aggregate for the LCRS system utilizing <br />the D6LGP with a laser set-up and a laborer watching for wrinkles. Wood Bros continued placement of <br />operations on the northwest portion of Module 1 utilizing two 623 paddle wheel scrapers and a D6LGP with <br />a laborer to spread the material. <br />Tri state on site installing the high bond Bituminous joint sealant sof—seal manufactured by WR Meadows. <br />D&E performed vacuum testing or repairs. D&E performed repairs to sewn geotextile seams CQA had <br />marked. 0 <br />Vector Engineering, Inc. CQA observed placement and grading of the LCRS drainage aggregate imported <br />today. CQA observed and logged start-up's, repairs and vacuum tests performed on the liner materials. CQA <br />pulled 1 destructive sample on the extrusion welded sump area with DS#170 meeting the required <br />specifications for this project <br />Vector discussed with Wood Bros. Gravel needs to be placed in the V ditches where the sandbags had been pulled to prevent bridging of the liner <br />material. The anchor trench needs to be backfilled A.S.A.P. Due to temperature changes and rock placed at the toe of slopeslow pe <br />E <br />File Name: Foothill Landfill Prepared By: Frank Dell -Era Reviewed <br />