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BORING 2 <br /> DRILLED: 2/28/02 <br /> SM BROWN CLAYEY SILTY FINE TO COARSE SAND WITH FILL <br /> BRICK AND GLASS FRAGMENTS--MEDIUM DENSE, <br /> MOIST <br /> 17 <br /> 3 3"-4"ROUNDED PIECES OF GLASS <br /> r <br /> s <br /> 50/4" <br /> w <br /> Q 6 <br /> CL LIGHT BROWN SILTY CLAY--VERY STIFF, MOIST <br /> H <br /> w <br /> w <br /> w <br /> z 9 <br /> ~ 25 <br /> � x <br /> pq a <br /> Q w 111 19.3 3.9 <br /> w Q <br /> x <br /> U <br /> w <br /> x <br /> u 12 <br /> ML BROWN SLIGHTLY FINE SANDY VERY CLAYEY <br /> SILT--VERY STIFF, MOIST <br /> 107 20.4 24 <br /> 15 <br /> w d° w NOTES: <br /> a u U) <br /> w w H 1. THE BORING LOG DEPICTS SUBSURFACE CONDITIONS <br /> ONLY AT THE BORING LOCATION AND TIME DESIGNATED. <br /> z H H 2. NOMENCLATURE USED TO DESCRIBE SOILS DEFINED ON <br /> H z 0 PLATE 10. <br /> z ow <br /> u 3. FREE GROUNDWATER NOT ENCOUNTERED IN BORING 2. <br /> w Q a 4 . SEE PLATE 2 FOR ADDITIONAL NOTES. <br /> C4 H Q <br /> Q m w <br /> H z <br /> � H <br /> z <br /> 0 <br /> U <br /> z <br /> Q <br /> ■Geotechnical Inc <br /> 0>1 <br /> LOG OF BORING <br /> PLATE 3 <br />