ARCHIVED REPORTS_2003 - Laserfiche WebLink

Home Browse Search

Vector Engineering Daily Field Report Job Number: 031602.00 Project Name: Client Or Manager. Daily Field Report Sequence Number. Days left in cont Construction of 2 Landfill Modules- County of San Joaquin 18 62 Foothill Landfill Location of Work: Owner's Or Client's Representative Date: Day of The Week: 7 Stockton Ca. Mike Carroll 7-14-03 on ay General Contractor. Liner Contractor. Project Engineer: Reviewed By: Wood Brothers D&E Construction Bryan Fritzler General Foreman: Liner Superintendent: Other. Tony Peichoto / Mario Garza Eric Downs Source and Description of Fill Material: Weather. CQA Technician: On site tan Brown sandy silt Clear Warm 960 Frank Dell -Era / Jeremv Freas Equipment Utilized: 2-631C Cat Scraper, D9G Dozer, D6 Cat Dozer with disc, D5CXL Cat Dozer, Case Tractor with laser scraper box, 825 Sheepsfoot Cat compactor, 2 -Water Trucks. NOTES (Describe work completed during the day, any problems and their solutions): Wood Brothers: 10 Man crew Wood Bros. continued to place, moisture condition and compact foundation layer material on the northern portion of Module 1. Wood Bros. hauled material from the processing pad to the 5th bay off the northern slope for the 1St lift and to the northwest corner for the 2nd lift utilizing the D9 dozer and 2-631 scrapers. Wood brothers continued to utilize 2- water trucks and the D6 with disc to moisture condition the foundation layer material prior to compaction. Wood Bros. brought in a Tractor with a laser scraper box to control grades and lift thickness. Wood bros. continued to utilize the 825 to compact the lower portion with the scraper wheel rolling the surface. Wood bros. had the D5CXL dozer ripping and the 825 compactor processing the soil material on the slopes. Wood Bros. unloaded 1 load with 14 rolls of 8 -ounce geotextile material for the soil gas system. D&E had a Cat TH83 forklift delivered to the site today for off loading liner materials. Vector Engineering, Inc. CQA observed placement and tested compaction of foundation layer material placed on the northern floor of Module 1. CQA performed several density tests with all tests meeting the required specifications for this project. CQA set-up a sieve analysis and moisture density relationship curve on foundation layer material. Vector discussed with Wood bros. CQA was unaware of the geotextile being delivered to the site today. CQA will call and find out if it is approved for installation. Mike Carroll will check with Fred Cope at Emcon if submittal is o.k. Mike Carroll e-mailed an acceptance for the geotextile delivered to the site for the soil gas collection trenches only. 9 File Name: Foothill Landfill Prepared By: Frank Dell -Era Reviewed By: