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Moisture <br /> Dry Density Content Blow/ Sample <br /> lb/ft' % Ft. No. USCS DESCRIPTION <br /> D <br /> CH BLACK CLAY. <br /> CL TAN BROWN SILTY CLAY. <br /> SC LIGHT BROWN VERY CLAYEY FINE SAND. <br /> ML LIGHT TAN VERY FINE SANDY VERY CLAYEY <br /> 1 SILT. <br /> 1 - <br /> ML ORANGE BROWN VERY FINE SLIGHTLY SANDY <br /> CLAYEY SILT (SOFT) . <br /> u 1 <br /> u <br /> s 16 <br /> c <br /> u <br /> D <br /> 18 <br /> 20- <br /> 22— <br /> 2 IML LIGHT BROWN SLIGHTLY CLAYEY VERY FINE <br /> SANDY SILT. <br /> 2 <br /> BORING TERMINATED AT 25' . <br /> NOTES: <br /> 1 . Boring Drilled on 4/26/88. <br /> 2 . No Caving Noted. <br /> 3 . No Free Groundwater Encountered. <br /> KLEINFELDER LOG OF BORING NO. 3 PLATE <br /> PERCOLATION TEST HOLE 3 IV <br /> PRO►ECT NO. 20-2 <br /> R 22 <br />