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117 E TOR ENGINEERING,INC. DAILY CONSTRUCTION FIELD REPORT Project Name: Project No. Report Sequence Forward WMU FU-06 02.1605.07 93 Location of Work: Client Or Manager Date: Day of The Week: Stockton Allied Waste September 15, 2006 Friday 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 Clear, It. breeze (NW), high 50's to mid 70'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. GSE continued deployment of 12 oz. Geotextile Cushion over HDPE in the area north of the sump, east of the centerline. 23 rolls textile were deployed, = 103,500 square feet. Total geotextile deployed to date = 259,606 square feet. 2. Vector Engineering, Inc. completed leak testing the HDPE liner on the floor areas. No leaks were found to this technician's knowledge. II. Testing 1. Monitored all activities as needed; completed misc. data to seam and pressure-testing logs. Continued data entry; completed Repair Log to R-64. 2. GSE provided their draft As-built map for the HDPE liner deployed in FU-06,panels P-1 through P-128. III. Conversations • With Monte Christie, Vector Engineering, Inc., Re: Misc. discussions regarding design and specifications. There is no Geocomposite anywhere on the south slope. The riser pipe for the primary LCRS system rests directly on the south slope with no indentation in the subgrade as on the plans. Two layers of Cushion Geotextile (12 oz.) will be placed under the primary LCRS riser, as designed, when Gwinn Construction sets the pipe. Prepared B Reviewed By: I of 1 4/23/03,Rev.0