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ENGINEERING,INC. <br /> DAILY CONSTRUCTION FIELD REPOR <br /> Project Name: Project No. Daily Field Report Sequence Number: <br /> Forward Landfill 021605.03 31 <br /> Location of Work: Client Or Manager Date: -T Day of The Week: <br /> Manteca, Ca Butch Stefan Forward, Inc. October 10, 2003 Friday <br /> General Contractor: Liner Contractor: Project Engineer: <br /> Sukut Construction GSE <br /> General Foreman: Liner Superintendent: Other: <br /> Jim Hasal <br /> Source and Description of Fill Material: Weather: CQA Technician: <br /> On site native, light brown silty CLAY Hot, clear and very Ken Davila <br /> wind <br /> Equipment on site: <br /> I-D6 dozer 1-water truck, 1-D8 dozer, 1-633 sera r, 1- 16G blade <br /> NOTES(Describe work completed during the day,any problems and their solutions): <br /> I arrived on site and met with the Sukut foreman to discuss today's construction schedule at the location <br /> listed above. The 16G blade began cutting the spillway out of the desilting pond to the north. The D6 dozer <br /> cut the west slope of the FU-03 cell as the D8 cut the north slope. The scraper hauled the excess cut <br /> material to the east stockpile. <br /> In the early morning,Bryan F. (Vector)informed me by phone that Mike Q. (Quartaroli)would be the <br /> one to review the survey data and inform me if the subgrade elevations were within specified tolerances. I <br /> called Mike and asked if the review would be completed today or Monday and he stated that he didn't know <br /> and that he would call me when it was complete. Nothing was heard of by the shift's end and therefore no <br /> clay was placed. <br /> On site lab testing of the native clay material continued with one(1)Atterberg limits being calculated and <br /> plotted. One(1) sieve analysis was performed and was within specification. <br /> Prepared By: Reviewed By: <br /> 4/23/03,Rev. 0 1 of 1 <br /> r-7 <br />