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IF/E "TOR PV ENGINEERING, INC. 0 DAILY CONSTRUCTION FIELD REPORT Project Name: Project No. Report Sequence Forward WMU FU -06 02.1605.07 7 Location of Work: Client Or Manager Date: Day of The Week: Stockton Allied Waste May 23, 2006 Tuesday General Contractor: Liner Contractor: Project Engineer: Reviewed By: Gwinn Construction n/a Monte Christie General Foreman: Liner Superintendent: Other: Larry Simms n/a Source and Description of Fill Material: Weather: CQA Technician: In-place native soils Scat. clouds, it. breeze, high 50's to high 70's Michael Strobel Equipment on site: 2x637 scrapers, D6 dozer, 815 compactor, water truck, 12G blade NOTES (Describe work completed during the day, any problems and their solutions): I. Construction 1. Continued exposing the east edge of the liner in FU -05, using the backhoe, loader and 2 laborers. 2. Continued construction of the new temporary berms in the north area of FU -06, using scrapers to deliver and place material from the berm removed from the east side of FU -05.. 3. Continued placement for the 5:1 slope above the bench; scrapers place material from the "wedge" stockpile in FU -06; the D6 dozer trims the outside slope and works in the borrow. I. Testing 1. Completed pounding Proctor Compaction on sample SGP -1. 2. Performed 6 EDT's (Field Density Tests -nuclear method) in compacted Subgrade soils placed on the 5:1 slope; tests SG -1 through SG -6 indicate "passing" results similar to previous work here. 3. Performed 2 FDT's in compacted fill for the new temporary berms in the north area of FU -06; both tests indicate passing results. III. Conversations • With Larry Simms, Gwinn Construction, re: Discussed scraper quantities, load times, etc. Prepared By: Reviewed By: Ot L 1 of 1 4/23/03, Rev. 0