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CTOR <br /> ENGINEERING, INC. <br /> ® DAILY CONSTRUCTION FIELD REPORT <br /> Project Name: Project No. Report Sequence <br /> Forward WMU FU-06 02.1605.07 86 <br /> Location of Work: Client Or Manager Date: Day of The Week: <br /> Stockton Allied Waste September 7, 2006 Thursday <br /> General Contractor: Liner Contractor: Project Engineer: Reviewed By: <br /> Gwinn Construction n/a Monte Christie <br /> General Foreman: Liner Superintendent: Other: <br /> Larry Simms n/a <br /> Source and Description of Fill Material: Weather: CQA Technician: <br /> Native soils Clear, It. breeze (N ), high 50's to low 90's Mike Strobel <br /> Equipment on site: <br /> 4x627 scrapers, 2xD6 dozers, 815 compactor, 2 water trucks, excavator,rock truck, loader, backhoe, forklift <br /> NOTES(Describe work completed during the day,any problems and their solutions): <br /> I. Construction <br /> 1. GSE starts deployment of 60-mil HDPE double sided textured in the NEC of the Southern Portion floor <br /> area. Liner panels P-63 through P-83; area= 125,444 square feet. Total to date=356,240 square feet. <br /> 2. Gwinn finished placement of Coarse Gravel in the secondary/lower portion of the sump. <br /> 3. GSE deployed 12,036 square feet of Cushion Geotextile (12 oz.) over the gravel in the sump. The upper <br /> geotextile was heat bonded to the lower cushion geotextile encapsulating the gravel. <br /> ® Gwinn started and completed placement of General Earthfill around the LCRS riser pipe and over the <br /> geotextile/gravel/textile in the sump. <br /> I1. Testing <br /> 1. Monitored activities; liner deployment, trial welds, seam/pressure testing and repair logs. <br /> 2. Locate and mark HDPE liner Destructive Samples DS-22 through DS-30. <br /> III. Conversations <br /> • With Monte Christie, Vector Engineering, Inc., re: We will be ready next Monday to start leak <br /> testing the HDPE liner in the west floor area. <br /> Prepared B Reviewed By: <br /> 1 of 1 4/23/03,Rev.0 <br />