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SAMPLING REW-1 <br /> ¢ DATE DRILLED: 11/1/88 <br /> w <br /> w ELEVATION: 54.0 Feet <br /> w <br /> LU <br /> U- z z CO <br /> LU <br /> zZF 0) <br /> o_ N <br /> p ¢ co SYMBOLS DESCRIPTION <br /> C 3 <br /> y ML DARK BROWN CLAYEY SILT(loose) (dry) <br /> C 9 <br /> C 3 — <br /> $ C 5 <br /> CL BROWN TO DARK BROWN VERY SILTY CLAY(soft) Cl <br /> C 4 (moist) 4 = <br /> C 5 a a = <br /> LU > =_ <br /> N • <br /> U <br /> ' <br /> C 5 = <br /> 10 As above with medium plasticity Z z _ Z <br /> C 4 �L O p = a <br /> SM BROWN VERY FINE SILTY SAND(loose) (moist) rz z = <br /> C 2 i = <br /> w w _ <br /> Becomes wet v <br /> C 14 SW BROWN FINE TO COARSE GRAVELLY SAND(medium N <br /> 15 dense) (wet) <br /> C 22Grades with more gravel <br /> A ANOTES: <br /> 1. Boring completed to a depth of 16.5 on 11/1/88. <br /> 2. 4-Inch PVC casing installed to a depth of 16 feet; <br /> screened interval from 6 to 16 feet. <br /> 20 3. Groundwater recorded at a depth W 9.35 feet on 11/4/88. <br /> 25 <br /> 35 <br /> LOG OF BORING <br /> 17631-001-003 Dames & Moore <br /> PLATE A-1 <br /> i <br />