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VTOR <br /> ENGINEERING,INC. <br /> ® DAILY CONSTRUCTION FIELD REPORT <br /> Project Name: Project No. Report Sequence <br /> Forward WMU FU-06 02.1605.07 114 <br /> Location of Work: Client Or Manager Date: Day of The Week: <br /> Stockton Allied Waste October 13, 2006 Friday <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, breeze (SE), mid 40's to low 70's Mike Strobel <br /> Equipment on site: <br /> 4x627 scrapers, 2xD6 dozers, 1 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 finished extending the south end of the east termination berm in the Northern Portion of FU-06. <br /> 2. GSE started and completed deployment of Geo-Grid across the crest of the 5:1 slope: 27,250 ft2. <br /> 3. Gwinn starts pushing the Operations Layer soils up the south slope at the west end of the Southern Portion <br /> of FU-06. <br /> 4. Gwinn starts placement of the Clay Plug anchor trench backfill on the shoulder of the 5:1 slope and <br /> ® placement of General Earthfill in the anchor trench at the south end of the Northern Portion. <br /> II. Testing <br /> 1. Monitored activities. <br /> 2. Continued work on the Final Report. <br /> III. Conversations <br /> • With Monte Christie, Vector Engineering, Inc., Re: clarification; put Geo-Grid in the anchor <br /> trenches at the top of the 5:1 slope/south end of the Northern Portion. <br /> i <br /> Prepared By: Reviewed By: y,G <br /> I of 1 4/23/03,Rev.0 <br />