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BORING 7 <br /> DRILLED: 2/28/02 <br /> CL DARK GRAY-BROWN SILTY FINE SANDY CLAY WITH FILL <br /> GRAVEL,ASPHALT AND CONCRETE RUBBLE--VERY <br /> STIFF, MOIST <br /> 24 <br /> N tj 3 96 16.3 <br /> . p <br /> c <br /> 33 ML BROWN SLIGHTLY FINE SAND VERY CLAYEY <br /> SILT--VERY STIFF <br /> 121 20.8 <br /> Ao 6 <br /> H <br /> mq w <br /> U Cs, <br /> h <br /> z 9 <br /> H 22 <br /> r H ORANGE-BROWN, GRADING WITH MORE SAND AND <br /> a4 LESS CLAY <br /> z Q q 114 16.9 1.4 <br /> 3 w <br /> � x <br /> aw <br /> x <br /> 12 <br /> SM BROWN SILTY FINE TO COARSE SAND--MEDIUM <br /> o DENSE, MOIST <br /> 0 <br /> a 18 <br /> N <br /> Co <br /> 15 <br /> w o\o a4 NOTES: <br /> aw w wH 1. THE BORING LOG DEPICTS SUBSURFACE CONDITIONS <br /> H I ONLY AT THE BORING LOCATION AND TIME DESIGNATED. <br /> z <br /> 2z H H 2. NOMENCLATURE USED TO DESCRIBE SOILS DEFINED ON <br /> H z (D PLATE 10. <br /> � h Co o w 3. FREE GROUNDWATER NOT ENCOUNTERED IN BORING 7 . <br /> owo w H 4 . SEE PLATE 2 FOR ADDITIONAL NOTES. <br /> a a U) <br /> a a H Q <br /> H z <br /> Ga <br /> z <br /> O <br /> U <br /> z <br /> ■Geotechnical Inc <br /> ami <br /> LOG OF BORING cc <br /> PLATE 8 <br />