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BORING 5 <br /> DRILLED: 2/28/02 <br /> CL DARK GRAY-BROWN SILTY FINE TO COARSE SANDY FILL <br /> CLAY WITH GRAVEUGLASS/BRICK--VERY STIFF, <br /> MOIST <br /> 28 <br /> a 3 81 8.6 <br /> 0 <br /> r <br /> r <br /> 14 <br /> w STIFF <br /> 0 6 111 8.1 <br /> H <br /> w <br /> w ML BROWN SLIGHTLY FINE SANDY VERY CLAYEY <br /> z SILT-VERY STIFF, MOIST <br /> H 9 41 <br /> x <br /> a <br /> o w <br /> w <br /> ra <br /> x <br /> w STRONG GASOLINE ODOR <br /> U <br /> 12 <br /> 43 <br /> 15 <br /> w 0\0 [114 NOTES: <br /> w p' 1 H 1. THE BORING LOG DEPICTS SUBSURFACE CONDITIONS <br /> z ONLY AT THE BORING LOCATION AND TIME DESIGNATED. <br /> z H H 2. NOMENCLATURE USED TO DESCRIBE SOILS DEFINED ON <br /> w z PLATE 10. <br /> z ow <br /> v 3. FREE GROUNDWATER NOT ENCOUNTERED IN BORING 5. <br /> a <br /> „ w o � U) 4 . SEE PLATE 2 FOR ADDITIONAL NOTES. <br /> r � <br /> a H Q <br /> Q cn W <br /> H z <br /> w <br /> z <br /> 0 <br /> U <br /> z <br /> z <br /> ■Geotechnical Inc <br /> d <br /> LOG OF BORING <br /> PLATE 9 <br />