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VE TOR <br /> ENGINEERING,INC. <br /> DAILY CONSTRUCTION FIELD REPORT <br /> Project Name: Project No. Report Sequence <br /> Forward WMU FU-06 02.1605.07 87 <br /> Location of Work: Client Or Manager Date: Day of The Week: <br /> Stockton Allied Waste September 8, 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, It. breeze (NW), high 50's to low 80'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 continued deployment of 60-mil HDPE double-side textured on the west side of the sump with liner <br /> panels P-84 and P-85, and single side textured panels P-86 through P-92 on the south slope and in the <br /> sump. Area= 30,698 square feet. Total to date= 386,938 square feet. <br /> 2. GSE deployed about 12,036 square feet of Bentofix over General Earthfill in the sump. <br /> 3. Gwinn continued moisture conditioning all exposed Clay Liner soils. <br /> 4. Gwinn trimmed atop the south slope using the D-6 dozer. <br /> II. Testing <br /> 1. Monitored activities; liner deployment, trial welds, seam/pressure testing and repair logs. <br /> 2. Tested HDPE liner Destructive Samples DS-22 through DS-30, in shear and peel modes; all test result <br /> values exceed minimum specification requirements. <br /> 3. Located removed and tested HDPE liner Destructive Samples DS-31 through DS-33; all with passing <br /> results. <br /> III. Conversations <br /> • None listed. <br /> Prepared By Reviewed By: A, <br /> 1 of 1 4/23/03,Rev.0 <br />