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1,7EC"TOR ENGINEERING, INC. 0 DAILY CONSTRUCTION FIELD REP0,121 Project Name: Project No. Daily Field Report Sequence Number. Forward Landfill Closure 021605.06 42 Location of Work: Client Or Manager Date: Day of The Week: Manteca, Ca Ruben Ramirez October 14, 2005 Friday General Contractor. Liner Contractor. Project Engineer. Guinn Construction BAS General Foreman: Liner Superintendent: Others: Larry Simms Source and Description of Fill Material Weather. CQA Technician: On site native brown silty Clay Warm, clear and breezy Ken Davila Equipment on site: 1 -Shea sfoot roller, 2 -water trucks, 2-D6 dozers, 7-627 scra ers, 1-140 blade, 1-966 loader NOTES (Describe work completed during the day, any problems and their solutions): I arrived on site today for observations and documentation at the job location listed above. Guinn Construction continued using the scrapers to haul clay from the northern and central cut areas throughout the day. The area of the northern cut area is still closed to the scrapers because of the very high sand content. This area will remain closed until it is either removed or ripped. Five (5) scrapers continued placing fill material from west to east along the eastern area. One dozer, with GPS, one of the water trucks and the sheepsfoot roller also worked on the north slope fill area. The other water truck moisture conditioned the haul roads and the cut area behind the other dozer. The other two scrapers continued hauling subgrade material to the piggyback slope of the FU -05 cell. A total of twenty-two (22) nuclear moisture density tests were perfonned on the material placed on the north slope fill area and on the piggyback slope. All tests passed the specified values in density and moisture content and the on site foreman was verbally informed of the test results. Prepared By: Rc� ic\ked 13y: C i 4123 03. Rc%,. 0 1 oC 1 C-?