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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 43 <br />37 <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 />8-18-03 Monday <br />General Contractor. <br />Wood Brothers <br />Liner Contractor. <br />D&E <br />Project Engineer: Reviewed By: <br />Construction <br />Bryan Fritzler <br />General Foreman: <br />Liner Superintendent: <br />Other. <br />Tony Peichoto / Mario Garza <br />Eric Downs <br />Source and Description of Fill Material: <br />Weather <br />CQA Technician: <br />On site Brown sandy silt <br />V,... :...e... r r.:I:.._a. <br />Clear Warm 940 <br />Frank Dell -Era /Harry Munster <br />Ca <br />DSCXL t Dozer, Water Truck, Ingersol Rand Smooth Drum roller, 31OSE John Deere Backhoe, 140 cat grader, TH83 Cat <br />Forklift, 227 Cat Track forklift. <br />NOTES (Describe work completed during the day, any problems and their solutions): <br />Wood Brothers: 8 Man crew Industrial Fence: 3 Man crew D&E: 11 Man crew <br />Wood Bros. continued to over excavate a minimum of 2' then moisture condition and compact the southern <br />V ditch on the floor utilizing the grader, water truck and smooth drum roller. Wood Bros. backfilled and <br />compacted the middle soil gas trench up the eastern slope. Wood Bros. excavated the electrical trench on the <br />eastern end of module 1 utilizing the backhoe. Wood Bros had laborers hand raking the southern slope. <br />D&E: D&E unloaded 4 loads of New GCL (Bentofix NWL) totaling approximately 148,896.72ft2. D&E <br />continued installation of GCL rolls with a minimum of 351bs peel and 60mil double textured liner. D&E <br />continued to deploy on the western slope and northern floor of Module 1. D&E installed a total of 38 panels <br />of GCL totaling approximately 59,820ft2 and 9 panels of geomembrane totaling approximately 59,176ft2 all <br />panels were overlapped and seamed per specification's. D&E performed airtests on all welded seams with <br />passing results. D&E placed sandbags as ballast on the liner edges prior to leaving the site. <br />Industrial fence continued installation of the fence wire and top angle posts with barbed wire. Industrial <br />fence poured 5 sack mix concrete from 711 materials Inc, for the fence post today. A total of 4.5 yd of <br />concrete was poured. <br />Vector Engineering, Inc. CQA observed processing, compaction and tested compaction of the foundation <br />layer and subgrade materials placed. CQA performed several density tests with all tests meeting the required <br />specifications. CQA observed unloading and logged GCL rolls delivered to the site. CQA observed and <br />logged subgrade acceptance, panel deployment, seaming and airtests performed on the liner materials. CQA <br />marked destructive samples for testing. <br />Vector discussed with Wood bros. continue soils trenches today until completed. D&E will cut destructive samples today for testing. <br />File Name: Foothill Landfill Prepared By Frank Dell -Era Reviewed <br />