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VE "TOR <br />NG/NEERINQ INC. <br />r DAILY CONSTRUCTION <br />,• REPORT <br />Project Name: <br />Project No. <br />Report Sequence <br />Forward WMU FU -06 <br />02.1605.07 <br />5 <br />Location of Work: <br />Client Or Manager <br />Date: <br />Day of The Week: <br />Stockton <br />Allied Waste <br />May 19, 2006 <br />Friday <br />General Contractor: <br />Liner Contractor: <br />Project Engineer: <br />Reviewed By: <br />Gwinn Construction <br />n/a <br />Monte Christie <br />General Foreman: <br />Liner Superintendent: <br />Other: <br />L Simms <br />n/a <br />Source and Description of Fill Material: <br />Weather: <br />CQA Technician: <br />In-place native soils <br />Scat. clouds, breezy (NW), 80's p.m. <br />Michael Strobel <br />Equipment on site: <br />2x637 scrapers, D6 dozer, 815 compactor, water truck, 12G blade <br />NOTES (Describe work completed during the day, any problems and their solutions): <br />I. Construction <br />1. Continue work above bench preparing subgrade after stripping with moisture conditioning and initial <br />compaction. <br />2. Start placement of 4' Subgrade fill on 5:1 slope area. Scrapers deliver material from the "wedge" <br />stockpile in the SW area of FU -06. <br />Testing <br />1. Collected Subgrade soil Proctor sample SGP -1 from material being placed on the 5:1 slope area; <br />prepared sample for Proctor, Sieve Analysis and Atterberg Limits testing. <br />2. Determined unit weight of #30 mesh sand to be use for Sand Cone testing. Unit wt. = 90.1 pcf. <br />III. Conversations <br />• None listed. <br />Prepared By: <br />Reviewed By: /C. <br />1 of 1 4/23/03, Rev. 0 <br />