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BORING Z <br /> DRILLED: 2/28/02 <br /> SM BROWN CLAYEY SILTY FINE TO COARSE SAND WITH FILL <br /> BRICKAND GLASS FRAGMENTS-MEDIUM DENSE, <br /> MOIST <br /> 17 <br /> 3 3"-4"ROUNDED PIECES OF GLASS <br /> 50/4" <br /> 8 <br /> CL LIGHT BROWN SILTY CLAY-VERY STIFF,MOIST <br /> w <br /> W <br /> w <br /> � 9 <br /> 25 <br /> x <br /> 111 19.3 3.9 <br /> 12 <br /> ML BROWN SLIGHTLY FINE SANDY VERY CLAYEY <br /> SILT-VERY STIFF,MOIST <br /> 107 20.4 24 <br /> 15 <br /> v '° y OTES: <br /> . THE BORING LOG DEPICTS SUBSURFACE CONDITIONS <br /> z ONLY AT THE BORING LOCATION AND TIME DESIGNATED- <br /> &4 <br /> ESIGNATED.& F H 2, NOMENCLATURE USED TO DESCRIBE SOILS DEFINED ON <br /> z PLATE 10. <br /> z 8 FREE GROUNDWATER NOT ENCOUNTERED IN BORING 2. <br /> SEE PLATE 2 FOR ADDITIONAL NOTES. <br /> w <br /> O vi W <br /> M "Z <br /> H <br /> W <br /> z <br /> 0 <br /> z <br /> ■Geo�edlnk�l Inc <br /> LOG OF BORING <br />