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117 <br /> E TOR <br /> ENGINEERING,INC. <br /> DAILY CONSTRUCTION FIELD REPORT <br /> Project Name: Project No. Report Sequence <br /> Forward WMU FU-06 02.1605.07 77 <br /> Location of Work: Client Or Manager Date: Day of The Week: <br /> Stockton Allied Waste August 26, 2006 Saturday <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 (NW),mid 50's to mid 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. Gwinn continued moisture conditioning the surface of the Clay Liner in the floor area of FU-06. <br /> 2. GSE continued deployment of Bentofix on the south slope and within the sump; completing work on the <br /> slope to within 20' from the east liner limit and in the sump floor: 4 rolls used today=22,390 square feet. <br /> 3. GSE continued deployment of 60-mil HDPE single-side textured liner on the south slope and in the sump <br /> with liner panels P-16 through P-30: area=28,314 square feet. <br /> II. Testing <br /> 1. Monitored activities; all logs, as-built etc. <br /> 2. Located and tested 60-mil HDPE Destructive Samples DS-2 and DS-3. Both samples passed with results <br /> that exceeded minimum specification requirements. <br /> III. Conversations <br /> • None listed. <br /> • <br /> Prepared By: Reviewed By: <br /> 1 of 1 4/23/03,Rev. 0 <br />