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Ausenco <br />4p Vector <br />ftoject Name: <br />Projo a f4d.— <br />Daily Field Rolm Sequence Number: <br />Forward WMU FU -10 <br />USVC0004800 <br />012 <br />Location of Work: <br />EST <br />Stockton, CA <br />GeneralConfi-actor <br />sit", I <br />project Engineer: <br />-Guinn Construction <br />Monte Christie <br />Creneral Foreman: <br />Other. <br />-Kevin Turner- --- <br />Don Litchfield, Rep lic Services, Inc. <br />1=4 AVINPIMP! <br />Weather: ii <br />CQA Technician: <br />Clear, breezy, 720-1050 F <br />Michael Strobel <br />IEquipment on site: <br />5x637 scrapers, 1438 blade, D6 dozer, 815 compactor, 321C excavator, 3 water trucks, 420E backhoe <br />NOTES (Describe work completed during the day, any problems and their solutions) <br />1. Construction Activities <br />I . Gumn Construction started finish grade work on the floor using the 143H blade w/GPS. Scrapers <br />collect the trimmings for delivery to a stockpile in the SWC of the future expansion area. <br />2. Guinn Construction completed trimming the 2:1 slope using the D6 dozer with slope wings; scrapers <br />carry trimmings to the stockpile in the future expansion area. <br />3. Guirm Construction continued excavatmg the sumps for the leachate collection tanks; the D6 rips the <br />compacted subgrade; excavation is by the 420E backhoe. Scrapers take trimmings to stockpile. <br />4. Guinn Construction removed the existing 3" perforated pipe from behind the location of the <br />temporary south berm on the FU -08 deck. The 32 1 C excavator and 2 spotters continuedremoving <br />cover soils between the removed pipes and the shoulder of the 5:1 slope on FU -10. <br />11. CQA Activities <br />1. CQA prepared Subgrade Fill sample SFS -6 for ASTM D1557A Proctor compaction. <br />2. CQA performed 6 nuclear method moisture -density tests in compacted Subgrade Fill at finish grade <br />on the floor areas of FU -10. Tests SF -57 dimugh SF -62 indicated passing results. A "grab" moisture <br />sample was collected at test SF -59 to check moisture against the nuclear gauge readings. <br />3. CQA attended and took the minutes for Construction Meeting 00 1. <br />5NIZIF, ml- rIT -74 <br />Prepared By: Michael Strobel <br />07/15/10 <br />1 of 2 <br />NN <br />