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LABORATORY TEST <br />DATA <br />� � <br />ad <br />� <br />.,.. �y o t o be � n <br />� a� dL cU t� d <br />' '� �w " �a � E <br />n m o Z' o m <br />�� � F� � � m t/7 <br />p <br />I <br />r .+ <br />DST 33.8 82.4 12 , :: <br />i <br />5 <br />� ., <br />i <br />6 � ' <br />i <br />10 <br />r <br />� DST >> , '' <br />16 <br />i <br />19.0 710.1 t7 , �� <br />20 <br />, 41 , � <br />I % 25 <br />L� <br />I � i6.t 118.9 47 , :. <br />I <br />30 <br />� <br />I f 79 , <br />( <br />k� 35 <br />� <br />�';� KEY: <br />� Reletively undisturhed semple obteined <br />1. with e Domes 6 Moare Type-U sempl5r <br />driven with a 30G pound hemmer falling <br />� y 30 inches. <br />❑ Sampling attempt with no recovery. <br />�� Q Standerd Penevation Test sampie. <br />I �� � O:stur6ed sample. <br />$Z Groundwetor dapth. <br />I <br />3289-044 <br />BORING C-2-9� <br />Date Drilled: December 21, 1994 <br />Surface Elevation: 111.9+/- teet <br />Gray fine silty SAND, Ioose, <br />Gray fine to coarse <br />Many wood chips <br />Becomes dense <br />medium dense, wiih wood <br />Gray fine silty SAND, medium dense, with silt lenses <br />Continued Next Page <br />BOR111lG LOG <br />,. � <br />DAMES & MOORE <br />Figure A-2a <br />