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17E <br />ENGINEERING, INC. <br />0 DALY CONSTRUCTIONI REPORT <br />Project Name: <br />Project No. <br />Report Sequence <br />Forward WMU FU -06 <br />02.1605.07 <br />29 <br />Location of Work: <br />Client Or Manager <br />Date: <br />Day of The Week: <br />Stockton <br />Allied Waste <br />June 22, 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, It. breeze (NW), high 60's to low 100's <br />Mike Strobel <br />Equipment on site: <br />3x637 scrapers, D6 dozer, 815 compactor, water truck, excavator, rock truck, loader, backhoe <br />NOTES (Describe work completed during the day, any problems and their solutions): <br />I. Construction <br />1. Continued excavation to make the south -end slope of FU -06. Soil materials are being placed and <br />compacted in the floor area alongside the east limit of FU -06. <br />2. Continued deployment of the bottom geotextile along the eastern termination of FU -05 and west floor <br />area of FU -06. <br />3. Start placement of the Granular Drainage material over 8 oz. geotextile in the NEC of FU -06; <br />contractor using a belt -conveyor to get the gravel onto the geotextile where the D6 pushes out a 6" lift <br />40 using GPS control. <br />H. Testing <br />1. Collected "Coarse Gravel" drain rock sample CG -1 for laboratory conformance testing. <br />2. Collected "Granular Drainage Material" sample GD -1 for laboratory conformance testing. <br />III. Conversations <br />® None listed. <br />Prepared By: <br />Reviewed By: <br />1 of 1 4/23/03, Rev. 0 <br />