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ENGINEERING, INC. <br />Mv DAILY CONSTRUCTIONI REPORT <br />Project Name: <br />Project No. <br />Report Sequence <br />Forward WMU FU -06 <br />02.1605.07 <br />42 <br />Location of Work: <br />Client Or Manager <br />Date: <br />Day of The Week: <br />Stockton <br />Allied Waste <br />July 13, 2006 <br />Thursday <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 />Larry Simms <br />n/a <br />Source and Description of Fill Material: <br />Weather: <br />CQA Technician: <br />Native soils <br />Clear, I breeze (NW), low 60's to low 100's <br />Mike Strobel <br />Equipment on site: <br />4x637 scrapers, D6 dozer, 815 compactor, water truck, excavator, rock truck, loader, backhoe, forklift <br />NOTES (Describe work completed during the day, any problems and their solutions): <br />I. Construction <br />1. Continued/finished deployment of geotextile over LCRS gravel in the southeast portion of the FU -06 <br />upper area. <br />2. Continued placement of the Operations Layer over 8 oz. geotextile; work into the southeast portion of <br />the upper area this a.m. <br />3. Start excavation for the sump in the lower floor area subgrade. <br />Testing <br />1. Monitored activities. <br />2. Continued checking the thickness of the LCRS gravel in the southeast portion/upper area FU -06; all <br />probes indicate that the specified minimum thickness (6") is being attained. <br />III. Conversations <br />• None listed. <br />Prepared By: Reviewed By: 4t <br />1ofl <br />4/23/03, Rev. 0 <br />