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ECTOR <br /> V <br /> NGINEERING, INC. <br /> DAILY CONSTRUCTION FIELD REPOR <br /> Project Name: Project No. Daily Field Report Sequence Number: <br /> Forward Landfill 021605.03 20 <br /> Location of Work: Client Cr Manager Date: Day of The Week: <br /> Manteca, CA Forward, Inc. 25 Sept 2003 Thursday <br /> General Contractor: Liner Contractor: Project Engineer: <br /> Sukut Construction <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 Ken Davila <br /> wind <br /> Equipment on site: <br /> 1-watertruck, 1-16G blade, 1-D8 dozer, 1-D6 dozer and 1-633 scraper <br /> NOTES(Describe work completed during the day,any problems and their solutions): <br /> On site today for testing and observations at the location listed above. On site testing included one(1) <br /> Atterberg limits test performed and placed into the oven for drying and two(2) sieve analysis moisture <br /> calculations. The sieves were then set to soak overnight for tomorrow's—200 wash testing. <br /> Sukut continued construction of the FU-03 refuse cell cutting the west slope and the south slope corners and <br /> floor with the two dozers and the scraper. Cut material was placed onto the stockpile. The blade finish • <br /> graded the east floor with the laser attachment. The water truck supplied dust control throughout the day. The <br /> Sukut foreman was reminded that the other source from which the 3/8 inch granular drainage material was to <br /> come from should be sampled and tested prior to hauling rock on site. <br /> Prepared By: Reviewed By: <br /> 4/23/03, Rev. 0 1 of 1 <br /> r-1 <br />