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r_-1 L__J NO l Eo Mesal ue work completed during the day, any problems and their solutions): Wood Brothers: 17 Man crew D&E: 8 Man crew Wood Bros. imported drainage aggregate from Granites Tracy Plant utilizing a total of 5 trucks. Wood Bros. continued to grade the drainage aggregate utilizing a D6LGP with a laser set-up and a laborer watching for wrinkles. Wood Bros continued placement of operations material on the floor of Module 1 utilizing 3- 623 paddle wheel scrapers and a D6 dozer with a laborer to spread the material. Wood Bros continued to finish grade the operations layer utilizing the Case Tractor with scraper box and laser set-up. Wood Bros welded the southern most 4' riser pipe up the east slope. Wood Bros. pumped the water from the sump area. �D&E installed and seamed geocomposite and geotextile materials on the eastern slope and the eastern floor f Module 1. D&E deployed a total of approximately 12,290ft2 of geocomposite and a total of approximately 5,682.5ft2 of geocomposite. D&E removed and replace damaged GCL from under panel #310 prior to performing and vacuum testing a repair to the liner on panel #310. Vector Engineering, Inc. CQA observed placement and grading of the LCRS drainage aggregate and operations layer material from stockpile 2. CQA observed start-up, repair and vacuum testing of repair made to liner system. CQA observed deployment and seaming of geocomposite materials deployed. CQA performed 1- sieve on the operations material. CQA performed density tests on the compacted anchor trench with tests meeting the requirements for this project. Vector discussed with Wood Bros possibility of rain tomorrow afternoon so Wood Bros should check all open ends of textile and composite so no contamination of the drainage aggregate can occur. is File Name: Foothill Landfill Prepared By: Frank Dell -Era Reviewed By: Vector Engineering Daily Field Report Job Number: 031602.00 Project Name: Client Or Manager. Daily Field Report Sequence Number. Days left in contract Construction of 2 Landfill Modules- County of San Joaquin 99 -19 Foothill Landfill Location of Work: Owner's Or Client's Representative Date: Day of The Week: Stockton Ca. Mike Carroll 11-5-03 Wednesday General Contractor. Liner Contractor: Project Engineer. Reviewed By: Wood Brothers D&E Construction Bryan Fritzler General Foreman: Liner Superintendent: Other. Mark Ceolho Eric Downs/Victor Cassilas Source and Description of Fill Material: Weather. CQA Technician: Brown sandy silt Clear 650 Frank Dell -Era / Nathan DeWitt Equipment Utilized: 2 -Water Trucks, 3-D6LGP Cat Dozers, 3-623 Cat Paddle wheel scrapers, TH 227 Cat forklift, Scat Cat 1500C forklift, Case Tractor with scraper box. t►tnmce m_.,__e�_ _ NO l Eo Mesal ue work completed during the day, any problems and their solutions): Wood Brothers: 17 Man crew D&E: 8 Man crew Wood Bros. imported drainage aggregate from Granites Tracy Plant utilizing a total of 5 trucks. Wood Bros. continued to grade the drainage aggregate utilizing a D6LGP with a laser set-up and a laborer watching for wrinkles. Wood Bros continued placement of operations material on the floor of Module 1 utilizing 3- 623 paddle wheel scrapers and a D6 dozer with a laborer to spread the material. Wood Bros continued to finish grade the operations layer utilizing the Case Tractor with scraper box and laser set-up. Wood Bros welded the southern most 4' riser pipe up the east slope. Wood Bros. pumped the water from the sump area. �D&E installed and seamed geocomposite and geotextile materials on the eastern slope and the eastern floor f Module 1. D&E deployed a total of approximately 12,290ft2 of geocomposite and a total of approximately 5,682.5ft2 of geocomposite. D&E removed and replace damaged GCL from under panel #310 prior to performing and vacuum testing a repair to the liner on panel #310. Vector Engineering, Inc. CQA observed placement and grading of the LCRS drainage aggregate and operations layer material from stockpile 2. CQA observed start-up, repair and vacuum testing of repair made to liner system. CQA observed deployment and seaming of geocomposite materials deployed. CQA performed 1- sieve on the operations material. CQA performed density tests on the compacted anchor trench with tests meeting the requirements for this project. Vector discussed with Wood Bros possibility of rain tomorrow afternoon so Wood Bros should check all open ends of textile and composite so no contamination of the drainage aggregate can occur. is File Name: Foothill Landfill Prepared By: Frank Dell -Era Reviewed By: