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BORING 8 <br /> DRILLED: 2/28/02 <br /> CL DARK GRAY-BROWN FINE TO COARSE SANDY SILTY FILL <br /> CLAY WITH GLASS, GRAVEL, BRICK RUBBLE--STIFF, <br /> MOIST <br /> 19 ML LIGHT BROWN FINE TO COARSE SANDY CLAYEY SILT <br /> WITH RUBBLE--STIFF <br /> 123 10.5 3.2 <br /> 0o 3 <br /> C CH DARKSF RAY-BROWN FINE SANDY SILTY CLAY--VERY <br /> GRADING WITH LESS SAND AND MORE SILT <br /> 28 <br /> ji <br /> G N <br /> A o g ML GRAY-BROWN CLAYEY SILT--VERY STIFF, SLIGHTLY <br /> MOIST <br /> El <br /> ;?W z <br /> %�g b z <br /> ~ 9 28 DARK BROWN, GRADING WITH MORE CLAY <br /> x <br /> a <br /> o Q 107 21.4 <br /> x <br /> u <br /> w <br /> x <br /> 12 <br /> GRADING WITH MORE FINE SAND AND LESS CLAY, <br /> STIFF <br /> 20 <br /> H0) 15 <br /> F-+ 0\O4+ NOTES: <br /> u Co <br /> C14 <br /> Ei 1. THE BORING LOG DEPICTS SUBSURFACE CONDITIONS <br /> z ONLY AT THE BORING LOCATION AND TIME DESIGNATED. <br /> zz Ew 2. NOMENCLATURE USED TO DESCRIBE SOILS DEFINED ON <br /> w <br /> H z PLATE 10. <br /> W � z o w 3. FREE GROUNDWATER NOT ENCOUNTERED IN BORING 8. <br /> hN ow H <br /> a 4 . SEE PLATE 2 FOR ADDITIONAL NOTES. <br /> o H z <br /> O f-+ <br /> � W <br /> z <br /> O <br /> u <br /> z <br /> ■Geotechnical Inc <br /> m <br /> LOG OF BORING <br /> cc .... <br /> PLATE 9 <br />