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[A <br />c: <br />Vector Engineering <br />Daily Field Report <br />Job Number: 031602.00 <br />Project Name: <br />Construction of 2 Landfill Modules- <br />Client Or Manager Daily Field Report Sequence Number Days left in contract <br />County of San Joaquin 73 <br />7 <br />Foothill Landfill <br />Location of Work: <br />Owner's Or Client's Representative <br />Date: Day of The Week: <br />Stockton Ca. <br />Mike Carroll <br />9-30-03 Tuesda <br />General Contractor. <br />Liner Contractor: <br />Project Engineer: Reviewed By: <br />Wood Brothers <br />D&E Construction <br />Bryan Fritzler <br />General Foreman: <br />Liner Superintendent: <br />Other- <br />therR <br />Ryan <br />an Wood <br />Eric Downs/Victor Cassilas <br />Source and Description of Fill Material: <br />Weather. <br />CQA Technician: <br />Brown sandy silt <br />Clear 890 <br />Frank Dell -Era / Nathan DeWitt <br />Water Truck, D6LGP Cat Dozer, D5CXL 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: 6 Man crew D&E: 10 Man crew <br />Wood Bros. imported drainage aggregate material from Granites Tracy plant utilizing 15 transfer trucks. <br />Wood bros continued to grade the Drainage aggregate for the LCRS system utilizing the D6LGP with a laser <br />set-up and a laborer watching for wrinkles. Wood Bros. repair some damage to the subgrade at the 4" soil <br />gas collection pipes and the toe of the south slope utilizing the D5CXL to smooth out the area, the water <br />truck to moisture condition and the smooth drum to roller to compact. Wood Bros continued to weld the 4" <br />perforated pipe for the LCRS system in the 5th V ditch off the northern toe. Wood Bros placed operations <br />material to extend the access ramp out further on to the cell. <br />Tri State started forming the sump and truck pad for the laechate containment area. <br />D&E continued installation of Bentofix NWL 35 GCL rolls and 60mil double textured liner. D&E deployed <br />on the eastern slope to the sump for construction of the secondary sump in Module 1. D&E installed a total <br />of 30 panels of GCL totaling approximately 47,565ft2 and 20 panels of geomembrane totaling approximately <br />45,2902 all panels were overlapped and seamed per specifications. D&E performed repairs to the liner. <br />D&E placed geotextile filter fabric on eastern end of the access ramp in the middle of Module 1 so Wood <br />Bros could extend the ramp. D&E placed sandbags as ballast on the liner edges prior to leaving the site. . <br />Vector Engineering, Inc. CQA observed placement and pulled a sample of the LCRS drainage aggregate <br />imported today. CQA observed and logged subgrade acceptance, panel deployment, seaming and repairs <br />performed on the liner materials. CQA marked and pulled 2 destructive samples for conformance testing <br />with both meeting the project requirements. CQA ran a sieve analysis on the drainage aggregate. <br />Vector discussed with Wood Bros. the pipes on the eastern slope need some work at the anchor trench prior to liner installation. Ryan will have <br />his crew repair the subgrade at the pipes and the southern toe first thing this morning <br />File Name: Foothill Landfill Prepared By Frank Dell -Era Reviewed Bv: <br />