Laserfiche WebLink
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 <br />laborer watching for wrinkles. Wood Bros. excavated the anchor trench around the lysimeter on top the <br />eastern slope utilizing the John Deere backhoe and laborers. Wood Bros welded 4" perforated pipe for the <br />LCRS system in the 5th V ditch off the northern toe. <br />D&E continued installation of Bentofix NWL 35 GCL rolls and 60mil double textured liner. D&E continued <br />to deploy on the eastern floor of Module 1. D&E installed a total of 6 panels of GCL totaling approximately <br />14,970ft2 and 6 panels of geomembrane totaling approximately 17,092ft2 all panels were overlapped and <br />seamed per specifications. D&E performed air tests on the tie-in seam and liner deployed 9-24/9-26. D&E <br />placed sandbags as ballast on the liner edges prior to leaving the site. D&E completed welding a cap strip on <br />seam 108/222 where Destructive sample 113 had failed. <br />Vector Engineering, Inc. CQA observed placement and grading on the LCRS drainage aggregate imported <br />today. CQA observed and logged subgrade acceptance, panel deployment, seaming, airtests, repairs and <br />vacuum tests performed on the liner materials. CQA marked and pulled destructive samples for conformance <br />testing. CQA marked, pulled and tested a destructive sample on the cap strip welded over seam 108/222 with <br />passing results. CQA ran 3 sieve analysis on the drainage aggregate. 2 sieves were from the mixing of the <br />higher fine material and the clean material with both #200 washes meeting the project specifications. <br />Vector discussed with Wood Bros -start operations as soon as the 623 scraper is running Probably on Monday. <br />File Name: Foothill Landfill Prepared By: Frank Dell -Era Reviewed <br />Vector Engineering <br />Daily Field Report <br />Job Number: 031602.00 <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 />71 9 <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 />9-26-03 <br />Friday <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 />Ryan Wood <br />Eric Downs/Victor Cassilas <br />Source and Description of Fill Material: <br />Weather. <br />CQA Technician: <br />Brown sandy silt <br />Clear 950 <br />Frank Dell -Era / Nathan DeWitt <br />Equipment Utilized: <br />Water Truck, D6LGP Cat Dozer, 310E John Deere Backhoe, Ingersol Rand Smooth Drum roller, TH83 Cat Forklift, 227 Cat Track <br />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 <br />laborer watching for wrinkles. Wood Bros. excavated the anchor trench around the lysimeter on top the <br />eastern slope utilizing the John Deere backhoe and laborers. Wood Bros welded 4" perforated pipe for the <br />LCRS system in the 5th V ditch off the northern toe. <br />D&E continued installation of Bentofix NWL 35 GCL rolls and 60mil double textured liner. D&E continued <br />to deploy on the eastern floor of Module 1. D&E installed a total of 6 panels of GCL totaling approximately <br />14,970ft2 and 6 panels of geomembrane totaling approximately 17,092ft2 all panels were overlapped and <br />seamed per specifications. D&E performed air tests on the tie-in seam and liner deployed 9-24/9-26. D&E <br />placed sandbags as ballast on the liner edges prior to leaving the site. D&E completed welding a cap strip on <br />seam 108/222 where Destructive sample 113 had failed. <br />Vector Engineering, Inc. CQA observed placement and grading on the LCRS drainage aggregate imported <br />today. CQA observed and logged subgrade acceptance, panel deployment, seaming, airtests, repairs and <br />vacuum tests performed on the liner materials. CQA marked and pulled destructive samples for conformance <br />testing. CQA marked, pulled and tested a destructive sample on the cap strip welded over seam 108/222 with <br />passing results. CQA ran 3 sieve analysis on the drainage aggregate. 2 sieves were from the mixing of the <br />higher fine material and the clean material with both #200 washes meeting the project specifications. <br />Vector discussed with Wood Bros -start operations as soon as the 623 scraper is running Probably on Monday. <br />File Name: Foothill Landfill Prepared By: Frank Dell -Era Reviewed <br />