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ANNIL <br /> BORING 1 <br /> DRILLED; 2/29/02 <br /> Q i <br /> CL DARK GRAY-BROWN FINE SANDY SILTY CLAY WITH FILL <br /> OCCASIONAL GRAVEL/SRICKS--MEDIUM STIFF, <br /> MOIST <br /> 11 <br /> 3 15103.3 1,1 <br /> BROWN,GRADING VERY SILTY <br /> 13 ML LIGHT BROWN FINE SANDY <br /> CLAYEY <br /> CEMENTED--MEDIUM STIFF,SLIGHTLY GHTLY MOIST SLIGHTLY <br /> 6 B9 30.9 <br /> w <br /> z <br /> H 9 <br /> F 52 CEMENTED <br /> a, <br /> 98 24-8 <br /> 72 <br /> 55 GRADING WITH LESS SAND AND MORE CLAY <br /> 15 <br /> � H NO E5: <br /> 1. THE BORING LOG DEPICTS SUBSURFACE CONDITIONS <br /> x ONLY THE BORING LOCATION AND TIME DESIGNATED. <br /> 2. NOMENCC LATURE USED TO DESCRIBE SOILS DEFINED ON <br /> 2 z PLATE 10_ <br /> Do 3. UNDISTURBED SAMPLE <br /> v OBTAINED WITH 2" I.D. MODIFTED <br /> a vHi ALIFORNIA SAMPLER. <br /> A a 9. SAMPLER RESISTANCE IN BLOWS PER FOOT OR FRACTION <br /> ,., z 'THEREOF, 190 POUND HAMMER, 30 INCH DROP, <br /> w <br /> 2 <br /> falm <br /> �Inc <br /> LOG OF BORING <br />