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CTOR PV ENGINEERING INC. DAILY CONSTRUCTION FIELD REPORT Project Name: Project No. Daily Field Report Sequence Number: Forward Landfill 021605.03 28 Location of Work: Client Or Manager Date: Day of The Week: Manteca, Ca Butch Stefan Forward, Inc. October 7,2003 Tuesday General Contractor: Liner Contractor: Project Engineer: Sukut Construction GSE General Foreman: Liner Superintendent: Other: Jim Hasal Source and Description of Fill Material: Weather: CQA Technician: On site native, light brown silty CLAY Hot,clear and Ken Davila calm to breezy Equipment on site: 2-D6 dozers, 1-watertruc 1-D8 dozer, 1-633 sora er, 1- 16G blade NOTES(Describe work completed during the day,any problems and their solutions): On site today for testing and observations at the location listed above. Sukut Construction completed the fill placement on the access road from the scale house west toward the FU-03 refuse cell. The 16G blade cut and shaped the north slope of the refuse cell, over the existing refuse from north to south in the early morning to finish the slope grading. In the mid morning, he moved to finish blade the access road. The D6 dozers cut the northwest and southeast comers of the FU-03 cell. The D8 dozer cut the inside north slope of the same cell with the scraper hauling the excess cut material to the stockpile. Two(2)nuclear moisture density tests were performed at random locations at finished elevation on the native fill along the access road. The finished elevation was assumed to be thirty-five feet(35')as it matched the area that could be measured to the west. The plans did not show an elevation in this area but the contour line matches the road to the west. Both tests passed specification in density and in moisture content and the on site foreman was verbally informed of the test results. Results of the constant head permeability test performed on the granular drainage material were verbally received by phone from the Vector laboratory and were within specification. Jim(Sukut)and Butch(Forward)were verbally informed of the passing test results. Another bulk composite bucket sample of the stockpiled material was obtained of the native clay for off site testing in the Vector laboratory. The sample will be tested for phi angle in the large-scale direct shear machine. BLC Surveying was on site to perform the preliminary survey of the north 5:1 slope of the refuse cell and also the floor of the cell. Jim stated that clay placement on the cell floor could begin as early as Thursday (10-9-03) if the next survey was accepted. Drillers were on site throughout the day to abandon the water well on the access road. Prepared By: Reviewed By: 4/23/03,Rev. 0 1 of 1 r-,)