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BORING 1 <br /> DRILLED: 2/28/02 <br /> 0 <br /> CL DARK GRAY—BROWN FINE SANDY SILTY CLAY WITH FILL <br /> OCCASIONAL GRAVEL/BRICKS—MEDIUM STIFF, <br /> MOIST <br /> 11 <br /> 3 15 103.3 1.1 <br /> r <br /> BROWN, GRADING VERY SILTY <br /> 13 ML LIGHT BROWN FINE SANDY CLAYEY SILT, SLIGHTLY <br /> H CEMENTED—MEDIUM STIFF, SLIGHTLY MOIST <br /> 0 6 89 30.9 <br /> H <br /> w <br /> w <br /> w <br /> z9 <br /> H <br /> x 52 CEMENTED <br /> QQ H <br /> a <br /> wn 99 24.8 <br /> U <br /> W <br /> x <br /> U <br /> 12 <br /> s <br /> 55 GRADING WITH LESS SAND AND MORE CLAY <br /> ' N 15 <br /> r" °w 4" NOTES: <br /> x U U) <br /> Q4 1. THE BORING LOG DEPICTS SUBSURFACE CONDITIONS <br /> z ONLY AT THE BORING LOCATION AND TIME DESIGNATED. <br /> z H Ew H 2. NOMENCLATURE USED TO DESCRIBE SOILS DEFINED ON <br /> PLATE 10. <br /> z u w 3. UNDISTURBED SAMPLE OBTAINED WITH 2" I.D. MODIFIED <br /> w Q w H CALIFORNIA SAMPLER. <br /> Ho 4. SAMPLER RESISTANCE IN BLOWS PER FOOT OR FRACTION <br /> ca w THEREOF; 140 POUND HAMMER, 30 INCH DROP. <br /> H z <br /> w <br /> z <br /> 0 <br /> U <br /> z <br /> ■Geotechnical Inc <br /> LOG OF BORING <br /> DI ATC 7 <br />