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LY TOR ENGINEERING,INC. ® DAILY CONSTRUCTION FIELD REPORT Project Name: Project No. Report Sequence Forward WMU FU-06 02.1605.07 96 Location of Work: Client Or Manager Date: Day of The Week: Stockton Allied Waste September 19, 2006 Tuesday General Contractor: Liner Contractor: Project Engineer: Reviewed By: Gwinn Construction n/a Monte Christie General Foreman: Liner Superintendent: Other: Larry Simms n/a Source and Description of Fill Material: Weather: CQA Technician: Native soils Scat. clouds, It. breeze (NW),high 50's to high 80's Mike Strobel Equipment on site: 4x627 scrapers, 2xD6 dozers, 815 compactor, 2 water trucks, excavator,rock truck, loader, backhoe, forklift NOTES(Describe work completed during the day,any problems and their solutions): I. Construction 1. Gwinn continued placement of the 1' thick lift of LCRS Granular Drainage material on the east floor area. 2. Gwinn starts and completes construction of the temporary berm in the SEC floor area. 3. GSE started and completed deployment of Bentofix and 60-mil HDPE sst liner on the temporary berm in the SEC of the floor area. 4. Gwinn deploys 8 oz. Filter Geotextile and started placement of the Operations Layer over geotextile in the ® NEC of the floor area. II. Testing 1. Monitored activities. Completed data entry on the Repair Logs. III. Conversations • With Monte Christie, Vector Engineering, Inc., Re: Discussed design of the temporary berm in the SEC on the floor with the design engineer Sangeeta Lewis. Clarified location of Bentofix to be between the floor HDPE and the HDPE on the berm. Also, as designed, there will be a containment between the berm and the south slope; suggested grading soil within this area to drain to the east. Ms. Lewis said that the design modification will be O.K. Prepared By Reviewed By: 1 of 1 4/23/03,Rev. 0