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V 717 "TOR ENGINEERING INC. DAILY CONSTRUCTION FIELD REPOR Project Name: Project No. Daily Field Report Sequence Number: Forward Landfill 021605.03 41 Location of Work: Client Or Manager Date: Day of The Week: Manteca,Ca Butch Stefan Forward, Inc. October 24,2003 1 Friday General Contractor: Liner Contractor: Project Engineer: Sukut Construction GSE San seta Lewis General Foreman: Liner Superintendent: ofer: David HasalXing Bailey Ayre Khounmouan Source and Description of Fill Material: Weather: CQA Technician: On site native, stockpiled, light brown silty Warm,clear and Ken Davila CLAY wind Equipment on site: 1-D6 dozer, 1-water truck, 1-825 com actor,3-633 scree ers, 1- 16G blade, 1-backhoe 1-trencher 1-D5 dozer LP.M onl NOTES(Describe work completed during the day,any problems and their solutions): I arrived on site and met with King B. (Sukut superintendent) in the early morning to discuss the day's plan of operation. He stated that the north,east and west FU-03 cell floor areas would be completed by Sunday. The south area, where the sump is, would still have to be surveyed on Monday by Quartaroli Surveying,prior to rock, geosynthetic or clay placement. General earthworks operations continued with the blade cutting the south sump area of the FU-03 cell throughout the morning. The three(3)scrapers hauled stockpiled material to the north and west cell floor areas where the sheepsfoot compactor applied compactive effort. The D6 dozer began cutting the floor of the leachate pond in the morning. The trencher and backhoe continued cutting anchor trench along the south edge of the cell in the morning. In the afternoon,the backhoe began cutting the west anchor/termination trench for the five to one(5:1)slope. Review of the conformance results,the roll certifications of the Bentofix GCL and the geotextile(12oz) material continued as time permitted. On site lab testing of the clay material continued with the completion of one(1)Atterberg limits test. Calculations and test plotting will be performed tomorrow after overnight oven drying. Nineteen(19)nuclear moisture density tests were performed at random locations and elevations throughout the day. All tests passed the 90 %compaction specification and also passed in moisture content. The on site foreman for Sukut was verbally informed of the test results. Two(2)more drive tube permeability tests were obtained and transported to off-site Vector personnel for transportation to the Vector laboratory. The drillers were on site to continue well abandonment on the access road. Prepared By: Reviewed By: 4/23/03,Rev.0 1 of 1 ra