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TIECTOR ENGINEERING INC. DAILY CONSTRUCTION FIELD REPORT Project Name: Project No. Daily Field Report Sequence Number: Forward Landfill 021605.03 30 Location of Work: Client Or Manager Date: -T Day of The Week: Manteca,Ca Butch Stefan Forward, Inc. October 9,2003 Thursday General Contractor: Liner Contractor: Project Engineer: Sukut Construction GSE General Foreman: Liner Superintendent: Other: Jim Hasal Bryan Fritzler Vector Source and Description of Fill Material: Weather: CQA Technician: On site native, light brown silty CLAY Hot, clear and Ken Davila wind Equipment on site: 2-D6 dozers, 1-water truck, 1-D8 dozer, 1-633 scra r, 1- 16G blade, mid-morning= 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 today's construction schedule at the location listed above. The 16G blade graded the lower half of the 5 to 1 north slope of the FU-03 cell. One D6 dozer cut the west slope of the FU-03 cell and the other D6 cut the north, south and west slopes of the desilting pond. The scraper hauled the excess cut material to the east stockpile. The D8 dozer began to process the clay stockpile for placement. Acceptance of the survey performed yesterday afternoon by Quartaroli Surveying had not been given as of ten o'clock when cell floor and stockpile preparation had begun. In the early afternoon,Jim H. (Sukut) showed the survey data to Bryan F. and me and stated that the floor had been accepted with the exception of four points that were too high. Jim said that the blade would trim those areas off and asked if placement could begin on the cell floor in the southeast quadrant. Both Bryan and I agreed that this would be acceptable and in the best interest of project progress. However, in a brief meeting with Butch,Jim,Mike(the surveyor)and me,Mike stated that he had not checked all the rest of the floor and wondered why Sukut was placing clay on it. It was decided that Mike would check all elevations and determine if they are within the specified tolerances, Sukut would halt clay placement and after the survey data was completed the clay would either be removed to resurvey or placement would continue. On site lab testing of the native clay material continued with two(2)Atterberg limits tests being taken out of the oven and calculated. One(1)was performed and set into the oven to dry and will be calculated tomorrow. One (1) sieve analysis was washed over the number 200 sieve and set in the oven to dry overnight. Certificates for the geosynthetic, geotextile and geosynthetic clay liner material were delivered to the site by Bryan F. (Vector)and will be reviewed then compared to the materials as they arrive on site next week. He also obtained the bucket of native clay sampled previously to deliver to the Vector laboratory for large scale direct shear testing. Aft Prepared By: Reviewed By: 4/23/03,Rev. 0 1 of 1 C-,)