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Vector Engineering <br />Daily Field Report <br />.Bob Numbert fill"' nn <br />Project Name: <br />Construction of 2 Landfill Modules- <br />Client Or Manager-` V✓-Vyr VV <br />County of San Joaquin <br />Daily Field Report Sequence Number. Days left in contAW <br />62 <br />18 <br />Foothill Landfill <br />Location of Work: <br />Stockton Ca. <br />Owner's Or Client's Representative <br />Date: Day of The Week: <br />Mike Carroll <br />9-15-03 Moeda <br />General Contractor. <br />Wood Brothers <br />Liner Contractor. <br />Project Engineer. Reviewed By: <br />D&E Construction <br />B an 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 910 <br />Frank Dell -Era / GreggHemmen <br />Eouinment Utilised' <br />Water Truck, D6LGP Cat Dozer, D5CXL Cat Dozer, 623 Cat Paddle Wheel, Ingersol Rand Smooth Drum roller, TH83 Cat <br />Forklift, 227 Cat Track forklift, 140 Cat Grader. <br />NOTES (Describe work completed during the day, any problems and their solutions): <br />Wood Brothers: 8 Man crew D&E:I I Man crew <br />Wood Bros. imported drainage aggregate material from Granites Tracy plant utilizing 14 transfer trucks. <br />Wood bros continued to grade the Drainage aggregate for the LCRS system utilizing the D6LGP. Wood <br />Bros. started placement of operations material utilizing the 623 to haul the material from soil borrow area A <br />and the D5CXL to spread the material 3' thick off he western slope onto the geotextile placed and seamed on <br />9-12-03. Wood bros utilized the grader, backhoe, water truck and smooth drum roller to spread, grade, <br />moisture condition and compact the 6" base rock for the leachate containment/Truck pad. <br />D&E unloaded 2 loads of Bentofix NWL35 totaling approximately 62,040ft2. D&E prior to installation of <br />liner materials smooth drum rolled the subgrade. D&E continued installation of GCL rolls with a minimum <br />of 351bs peel and 60mil double textured liner. D&E continued to deploy on the northeastern floor of Module <br />1. D&E installed a total of 34 panels of GCL totaling approximately 78,435ft2 and 7 panels of geomembrane <br />totaling approximately 73,828 62 all panels were overlapped and seamed per specifications. D&E did not <br />perform air tests on the seams. D&E placed sandbags as ballast on the liner edges prior to leaving the site. <br />Vector Engineering, Inc. CQA observed grading and pulled a sample for testing on the LCRS drainage <br />aggregate imported today. CQA observed and logged subgrade acceptance, panel deployment, seaming, <br />repairs and air tests performed on the liner materials. CQA marked destructive samples on the liner material. <br />CQA observed placement and grading of the operations material. CQA pulled a sample from the operations <br />material for testing. <br />Vector discussed with Wood bros The operations material must meet the maximum of '/". CQA showed Tony where it was in the <br />specifications. <br />File Name: Foothill Landfill Prepared By Frank Dell -Era Reviewed BV.- <br />