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06/16/99 Construction Fieldap 011et Job No. 986011.0: DFR No. 27 VECTOR ENGINEERING, INC. Page No. l Project Name: Client Or Owner: R Dail Field rt Sequence No.: Y elm e9 Forward Landfill Allied Waste 27 Location Of Work: Owner's Or Client's Representative: Date: Day Of Week: Manteca,CA Butch Ste&niJr. 6-16-99 Wednesda General Contractor: Liner Contractor: Proj. Engineer: Reviewed By: Guinn Construction GSE Scott Purdy General Forman Liner Contractor Superintendent Or Foreman: Duane Meadows Source And Description Of Fill Material: Weather: CQA Technician/Technician: Tan White Clay Clear Warm FRANK DELL-ERA, ANTONIO HENRI UEZ Equipment used: Guinn: 140G Grader,3-633/1-623 Paddle Wheels,D5H Cat Dozer,320L Cat Excavator,966D Cat loader,Water Truck, 815F Cat Sh foot Com actor. Allied:Water Truck. NOTES(Describe work completed during the day,any problems and their solutions): Guinn Crew: 7 total Tim Guinn on site Allied Crew. 2 total Guinn completed placement of the clay onto the cell floor. Guinn still needs to grade and compact the top lift on the north and south ends of the cell floor utilizing the laser to achieve the 2%flow towards the LCRS channel. Prior to placement of clay Guinn utilized the grader to scarify and the water truck to moisture conditioned the clay material. Guinn utilized 2-633/1-623 paddle wheel scrapers to haul the clay material from the stockpile to the cell. Guinn compacted the material in 6-8"loose lifts with the 815F Sheepfoot compactor. Guinn ran out of clay material today and will grade the north side of the cell floor and move excess material to the south side of the floor. Guinn should have enough clay material to complete the cell floor but not the sump area. Guinn brought in some unsuitable material from the clay stockpile CQA informed Guinn to remove any unsuitable material. In the afternoon Guinn built a temporary access ramp to the south of Ashpit for construction of the southern road. Allied utilized the water truck to maintain moisture in the subgrade material. Vector Engineering,Inc. CQA observed placement and tested the clay material placed. CQA pulled perm samples and sieves from the clay material. CQA requested Guinn to check the depth of the clay stockpile while excavating the bottom lift. Guinn ran out of clay mix material for the sump area and would like to use GCL instead of clay. Sangita Lewis was contacted by Guinn construction and GCL in the sump would be o.k. (Per Duane Meadows) File Name: Forward Landfill Prepared by: Frank Dell-Era Reviewed by: