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BORING 3 <br /> DRILLED: 2/28/02 <br /> SC BLACK SLIGHTLY SILTY FINE TO COARSE SANDY FILL <br /> CL CLAY/CLAYEY SAND WITH GRAVEL AND BRICK <br /> RUBBLE--MEDIUM STIFF/MEDIUM DENSE, MOIST <br /> 13 SM BROWN SILTY FINE SAND--LOOSE, MOIST <br /> 0 2 <br /> . C <br /> 106 4.8 10.7 <br /> w <br /> F <br /> Q 4 <br /> 6 VERYLOOSE <br /> H <br /> w <br /> w <br /> w 105 11.4 CL TAN/LIGHT BROWN SILTY CLAY-STIFF, MOIST <br /> H 6 <br /> N x <br /> a4 <br /> a <br /> o w <br /> w ca <br /> x <br /> U <br /> w <br /> x <br /> U 8 <br /> 48 HARD <br /> a 10 <br /> F- °`Ow NOTES: <br /> a a Co <br /> w 1. THE BORING LOG DEPICTS SUBSURFACE CONDITIONS <br /> I P I <br /> ONLY AT THE BORING LOCATION AND TIME DESIGNATED. <br /> z H H 2. NOMENCLATURE USED TO DESCRIBE SOILS DEFINED ON <br /> H n z z PLATE 10. <br /> < w u a 3. FREE GROUNDWATER NOT ENCOUNTERED IN BORING 3. <br /> a <br /> a Q a E- 4 . SEE PLATE 2 FOR ADDITIONAL NOTES. <br /> C4 H Q <br /> Ll v1 W <br /> H z <br /> O H <br /> z <br /> O <br /> U <br /> z <br /> z <br /> â– Geotechnical Inc <br /> LOG OF BORING <br /> cc <br /> 121 err • <br />