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NOTES (Describe work completed during the day, any problems and their solutions): Wood Brothers: 8 Man crew Wood Bros. continued to place, moisture condition and compact foundation layer material on the northeastern portion of Module 1. Wood Bros. hauled material from the processing pad to the 3'd bay off the northern slope for the 1St 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. continued to check grade on each lifts thickness utilizing a laser set-up. Wood bros. excavated some unsuitable materials from under the processing pad on the middle of Module 1. Vector Engineering, Inc. CQA observed placement and tested compaction of foundation layer material placed on the northwestern floor of Module 1. CQA performed several density tests with all tests meeting the required specifications for this project. CQA performed a wash and moisture density relationship curve on foundation layer material. 1 -sieve analysis on the pea gravel. CQA set-up plasticity index on the foundation layer material. CQA set-up a sieve analysis and a moisture density relation ship curve on the stockpile borrow on the south end of Module 1. Vector discussed with Wood bros. moisture conditioning was to be performed with compaction on the foundation layer in the northwestern corner of Module 1. File Name: Foothill Landfill Prevared BY: Frank Dell -Era Reviewed Vector Engineering Davy 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 15 65 Foothill Landfill Location of Work: Owner's Or Client's Representative Date: Day of The Week: Stockton Ca. Mike Carroll 7-9-03 Wednesday 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 1000 Frank Dell -Era / Jeremy Freas Equipment Utilized: 2-631C Cat Scraper, D9G Dozer, D6 Cat Dozer with disc, 825 Sheepsfoot Cat compactor, 2 -Water Trucks. NOTES (Describe work completed during the day, any problems and their solutions): Wood Brothers: 8 Man crew Wood Bros. continued to place, moisture condition and compact foundation layer material on the northeastern portion of Module 1. Wood Bros. hauled material from the processing pad to the 3'd bay off the northern slope for the 1St 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. continued to check grade on each lifts thickness utilizing a laser set-up. Wood bros. excavated some unsuitable materials from under the processing pad on the middle of Module 1. Vector Engineering, Inc. CQA observed placement and tested compaction of foundation layer material placed on the northwestern floor of Module 1. CQA performed several density tests with all tests meeting the required specifications for this project. CQA performed a wash and moisture density relationship curve on foundation layer material. 1 -sieve analysis on the pea gravel. CQA set-up plasticity index on the foundation layer material. CQA set-up a sieve analysis and a moisture density relation ship curve on the stockpile borrow on the south end of Module 1. Vector discussed with Wood bros. moisture conditioning was to be performed with compaction on the foundation layer in the northwestern corner of Module 1. File Name: Foothill Landfill Prevared BY: Frank Dell -Era Reviewed