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TOR <br /> ENGINEERING,INC. <br /> DAILY CONSTRUCTION FIELD REPORT 40 <br /> Project Name: Project No. Report Sequence <br /> Forward WMU FU-06 02.1605.07 73 <br /> Location of Work: Client Or Manager Date: Day of The Week: <br /> Stockton Allied Waste August 22, 2006 Tuesday <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: 7CQAechnician: <br /> Native soils Clear, It. breeze (NW), low 60's to mid 90's e 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. Continued moisture conditioning the surface of the Clay Liner in the floor area. <br /> 2. Gwinn Construction off loads deliveries of Geocomposite w/roll certifications included. <br /> Geosynthetics received today: Truck load# 25 w/20 rolls Geocomposite and 2 bags of ties. <br /> Truck load#26 w/30 rolls of 12 oz. Geotextile. <br /> Truck load#27 w/39 rolls of 12 oz. Geotextile. <br /> Truck load#28 w/35 rolls of 12 oz. Geotextile. <br /> II. Testing <br /> 1. Monitored activities. <br /> 2. Collected sample of 12 oz. Geotextile, roll # 2398for Direct Shear tests. Sample shipped to Vector. <br /> III. Conversations <br /> • None listed. <br /> Prepared By Reviewed By: <br /> �C <br /> 1 of 1 4/23/03,Rev.0 <br />