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17E 'TOR <br />ENCaJEERLVG,INC. <br />0 DAILY CONSTRUCTION <br />Project Name: <br />Project No. <br />Report Sequence <br />Forward WMU FU -06 <br />02.1605.07 <br />6 <br />Location of Work: <br />Client Or Manager <br />Date: <br />Day of The Week: <br />Stockton <br />Allied Waste <br />May 22, 2006 <br />Monday <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 />In-place native soils <br />Overnight rains, scat. clouds, It. breeze <br />Michael Strobel <br />a: .y..wn wi ouc. <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. No activity due to weather. <br />II. Testing <br />1. Completed Sieve Analysis on subgrade sample SGP -1: 50.7% -200 material. <br />2. Pounded 0% Proctor Point on sample SGP -1. <br />Conversations <br />• Attended Construction Meeting. Received Plans and Specificatons for WMU FU -06 <br />Construction Project. Finalize perforated pipes with 3 holes and 1/2" slots. Rock samples for <br />foine and coarse materials have been approved. Surveyors of Record will be from Centerline. <br />Vector Engineering, Inc. to coordinate with Gwinn Construction. Quantities to be roughly <br />determined by load counts. Gravel thickness will be checked, using the probing method, by <br />Vector CQA after spreading by the GPS controlled dozer. <br />91 <br />Reviewed By: At L <br />1 of 1 4/23/03, Rev. 0 <br />