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Hayward Property <br /> Page No. 3 <br /> LOG OF TEST HOLES <br /> Hayward Property <br /> Drilled 9/3/93 and 9/20/93 <br /> Test Hole Depth, ft Description <br /> PT-1 0 . 0 - 8 . 0 Brown sandy silt (ML) , becomes <br /> moderately to slightly cemented at , <br /> 1 . 5 feet. <br /> 8 . 0 - 15 . 0 Brown clayey sandy silt (ML) . <br /> 15 .0 - 25 . 0 Brown sandy clay (CL) , very stiff. <br /> PT-2 0 . 0 - 4 . 5 Brwon sandy silt (ML) , becomes <br /> slightly cemented at 1 . 0 feet. <br /> 4. 5 - 8 . 0 Brown silty clay (CL) , very stiff. <br /> 8 . 0 - 9 . 5 Brown clayey sandy silty (ML) . <br /> b <br /> r ' <br /> W Ole, -EXHIBIT <br />