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17ECTOR ENGINEERING INC. 0 ®ALLY CONSTRUCTION FIELD REPORT Project Name: Project No. Daily Field Report Sequence Number: Forward Landfill 021605.03 34 Location of Work: Client Or Manager Date: Day of The Week: Manteca,Ca Butch Stefan Forward, Inc. October 15,2003 1 Wednesday General Contractor: Liner Contractor: Project Engineer: Sukut Construction GSE General Foreman: Liner Superintendent: Other: Jim Hasal Air King Bailey Sukut Source and Description of Fill Material: Weather: CQA Technician: On site native, light brown silty CLAY Warm, clear and Ken Davila breezy Equipment on site: 1-D6 dozer, 1-water truc 1-D5 dozer,2-633 sora ers, 1- 16G blade, 1-825 com actor NOTES(Describe work completed during the day,any problems and their solutions): I arrived on site and met with the Sukut foreman to discuss the testing and sampling locations at the location listed above. The 16G blade cut the north and west FU-03 cell floor areas through the day's shift. The D6 dozer and the D5 dozer cut the west and south slopes FU-03 cell as one scraper hauled the excess cut material to the fill area on the floor. The other scraper continued hauling clay out of the stockpile to the east and placing it on the north central floor. The 825 sheepsfoot supplied compactive effort to the native clay throughout the day. In the early morning, two(2)trucks arrived on site with a total of thirty-two rolls of geosynthetic clay liner(GCL). The material was logged in, checked for damage, and unloaded. GSE personnel unloaded the trucks and filled sand bags for the rest of the day. Three(3)drive tube permeability samples were obtained and were taken to off site Vector personnel for delivery to the laboratory this evening. Five(5)nuclear moisture density tests were performed at random locations and elevations on the native clay in the FU-03 cell. All tests passed the 90 percent compaction specification and also passed the moisture content specification. The on site foreman was verbally informed of the test results. In the early afternoon,an on site weekly meeting was held to discuss project progress and scheduling. The current schedule projects a completion date of approximately January 7 ,2004. On site lab testing of the clay material continued with two(2) sieve analysis samples washed and placed into the oven for tomorrow's testing. Prepared By: Reviewed By: 4/23/03,Rev. 0 1 of 1 r-?