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Ausenco <br />0 Vector <br />■ <br />Project Name: <br />Project No. <br />Daily Field Report Sequence Number: <br />Forward WMU FU -10 <br />USVC0004800 <br />003 <br />Location of Work: <br />Client Or Manager <br />Date: <br />Day of The Week: <br />Stockton, CA <br />Republic. Services, Inc. <br />June 30, 2010 <br />Wednesday <br />General Contractor: <br />Liner Contractor: <br />Project Engineer: <br />Guinn Construction <br />Monte Christie <br />General Foreman: <br />Liner Superintendent: <br />Other: <br />Kevin Turner <br />Source and Description of Fill Material: <br />Weather. <br />CQA Technician: <br />Native silty-srdy silty-sandyclays, E side of cell <br />Clear, It. breeze W, 700-950 F <br />Michael Strobel <br />Equipment on site: <br />5x637 scra rs, 143H blade, D6 dozer, 815 corn actor, 321C excavator, 3 water trucks <br />NOTES (Describe work completed during the day, any problems and their solutions) <br />I. Construction Activities <br />1. Guinn Construction completed placement of the Subgrade Fill soils above the bench on the 5:1 slope. <br />Four 637 scrapers placed horizontal fills in 8" loose lifts. Each lift was moisture conditioned by a <br />water truck and compaction achieved by the 815 sheepsfoot. The D6 completed rough finish grading <br />in the upper -slope areas. The contractor estimates about 13,000cy have been placed on the slope in <br />2.5 days of placement. <br />2. Guinn Construction started placement of Subgrade Fill soils on the floor area of FU -10. Four scrapers <br />continue placing 8" loose lifts followed by moisture conditioning and compaction by the 815 <br />sheepsfoot. The contractor estimates about 2,500cy was placed on the floor this afternoon. <br />•• Activities <br />1. CQA started review of the project plans and specifications. <br />2. CQA performed 3 nuclear method moisture -density tests in compacted Subgrade Fill placed in the <br />upper areas of the 5:1 slope; tests SF -I, SF -2 and SF -3 indicated passing results. <br />3. CQA collected Subgrade Fill sample SFS -1 from material placed on the 5:1 slope for ASTM D1557 <br />Proctor 11 wash with sieve analysis and Atterberg Limits determination. <br />MonteWith • • online foremail; make minor <br />corrections to Daily Report001, Monday,119 <br />Prepared By: Michael Strobel <br />06/30/10 <br />1 of 1 <br />C-2 <br />Reviewed By: <br />