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7rdrITOR A-4 %w.lf ENGREEM0 INC. DAILY CONSTRUCTION FIELD REPORT Project Name: Project No. Daily Field Report Sequence Number: Forward Landfill 021605.03 75 Location of Work: Client Or Manager Date: Day of The Week: Manteca, Ca Butch Stefan Forward,Inc. December 2,2003 Tuesday General Contractor: Liner Contractor: Project Engineer: Sukut Construction GSE San Beta Lewis General Foreman: Liner Superintendent: Others: Tim Sues Ayre Khounmouang Lochlin Caffe Source and Description of Fill Material: Weather: CQA Technician: Native, stockpiled, light brown silty Clay Cool, foggy(AM) Ken Davila clear M and bree Equipment on site: 1-16G blade, 1-ski loader 1-backhoe NOTES(Describe work completed during the day,any problems and their solutions): I arrived on site and met with the GSE foreman to discuss the work schedule for today. They continued extrusion welding of the cross seam patches and the tie-in seams on the southern half of the FU-03 cell floor. Twelve-ounce(12oz)geotextile was rolled up in the northeastern quadrant of the cell floor in the afternoon. Destructive samples were cut and obtained up to DS47,which completed the required sampling frequency. Since sample number DS-33 had previously failed,two(2)more samples were obtained. These were taken ten feet(10')on either side of the DS-33 location and were marked as DS-33A and DS-33B. The area between these samples and the seam before another passing destructive sample for that machine was extrusion welded. Forward personnel swept rainwater off the whole of the cell floor throughout the day. This was to assist the leak testing firm. Sukut Construction imported baserock and placed and graded the access road into the cell. Sump pipes for the leachate pond and cell were welded together on the upper deck. The foreman stated that another sample of the coarse drain rock would be delivered by tomorrow(12-3-03)or Thursday(12-4-03). Leak Location Services,Inc. (LLSI)personnel were on site to set up for leak testing. Their foreman stated that they would be back on site at 6:00 pm to begin testing. In the early evening, LLSI returned to the site and began set up and leak testing. By 9:30 pm the northern half of the cell was complete. The maximum area which could be tested was determined by the hose length and grounding wire. The foreman stated that they would return in the morning and set up on the northeast corner of the cell to complete cell testing. AWL Prepared By: Reviewed By: 4/23/03,Rev. 0 1 of 1 r-,