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TZECTOR ENGINEERING INC. Project Name: Project No. Daily Field Report Sequence Number: Forward Landfill 021605.03 101 Location of Work: Client Or Manager Date: Day of The Week: Manteca, Ca Butch Stefan Forward, Inc. January 27, 2004 Tuesday General Contractor: Liner Contractor: Project Engineer: Guinn Construction GSE Saneeta Lewis General Foreman: Liner Superintendent: Others: Jay Wellen Are Khounmouang Source and Description of Fill Material: Weather: CQA Technician: Native stockpiled cla Cold, overcast rain-PM and windy Ken Davila Equipment on site: 1-136 dozer, 1-966 loader,2-13250 haul trucks, 1-LGP D6 dozer, 1-TH103 extendalift loader, 1-140G blade, 1-330 excavator, 1- 290LC-3 IoM reach excavator NOTES(Describe work completed during the day,any problems and their solutions): Guinn construction completed placing operations layer on the north bench at the 2:1/5:1 slope intersection in the early morning and by the late morning,they were placing operations layer on the top of the 5:1 slope. The operations layer material was taken from the on site stockpile. Six- inch(6")perforated pipe and coarse gravel were placed in the FU-03 cell sump,as was the last sump riser pipe. Work continued in the leachate pond cleaning out the sump rock and pumping out the water in the early morning and placing the gravel log along the north and east perimeters in the late morning. After receiving a FAX from project engineer, Sangeeta Lewis, the design of the gravel log had been changed and will include a welded geomembrane cover over the sewn sixteen-ounce(16 oz)geotextile burrito. In the late morning, one of the leachate pond ladders was placed on the south slope and the anchor trench backfilled. The southeast comer of the pond remains open for work on the sump pipe trench expansion. GSE completed the extrusion welding of the cell sump riser pipe boot and deploying the remaining geocomposite on the south cell slope. The double layer of geotextile was also placed over the composite and lystered on the south slope as a protective layer for the pipe. This completed the work to be performed by GSE on the FU-03 cell and the last two(2)destructive samples for the cell were tested and passed. Three (3)panels of 60 mil HDPE were deployed, seamed and air tested on the south slope of the leachate pond in the morning. In the afternoon,extrusion welding over the gravel log began until rain halted further progress. Leak Location Services, Inc. personnel arrived on site in the late afternoon and stated that they would begin laying out their testing grid tomorrow morning. They also stated that the east termination edge of the cell floor liner would have to be uncovered in order for the eastern quarter to be tested. The granular drainage material sample obtained yesterday for a sieve analysis was prepped for tomorrow's testing. Prepared By: Reviewed By: 4/23/03,Rev. 0 1 of 1 r-7