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Project No.: 2279 Boring: MW22S Plate- 1 OF 2 <br /> Site Former Unocal Service Station 5098 Date 5 f 19f 99 <br /> �11G Drill Contractor Woodward Dril Co Inc <br /> Sample Method:. Not Sampled _ _ Geologist: <br /> Drill Rig: 13-57 Bore Hole Diameter: [aw Signatur ' <br /> cation- — 128' south of RQbinhood Drive- 96' wastl -Reg <br /> of Parlfir. Avenue Logged by: Paul Bla <br /> GEOLOGIC DESCRIPTIONG{ <br /> (lithology information from MW22D bo - la <br /> 4* asphalt <br /> 1 ML Clayey silt light olive brown, damp, low <br /> p>pasticily. 20% clay <br /> 15 <br /> SP S40- and, Ligght olive brown, damp, fine—grained <br /> poorry graded, <10X fines <br /> 0 <br /> e�h <br />' MI, Silt with trace clay, light olive brown, slightly <br /> moist, low plan city, 10% clay <br /> m <br /> N <br /> V <br /> decreasing moisture, caliche <br /> m <br /> Clayey silt, fight olive brown, very moist. ai <br /> ow plasticity, 20% clay ul <br /> _ o <br /> CL Silty clay, light olive brown, very moist, low M <br /> = plasticity, 20% clay <br /> ML Silt, light olive brown. very moist. low plasticity 9 <br /> 5% clay <br /> A <br /> bo <br /> U <br /> dark yellowish brown, wet <br />