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4 <br /> Moisture - <br /> Dry Density Content Blow/ Sample <br /> 1b/ft3 Ft. No. USCS DESCRIPTION <br /> O <br /> ML BROWN GREY CLAYEY SILT <br /> 113 16.9 7 — <br /> 2 �ML TAN SLIGHTLY CLAYEY SILT (MEDIUM STIFF) <br /> T <br /> ML GRADES WITH SLIGHT VERY FINE SAND <br /> 4 86 18.2 6 ML TAN VERY FINE VERY SANDY SILT (MEDIUM <br /> STIFF) <br /> 6 ML GRADES WITH LESS SAND AND SLIGHT CLAY <br /> ML • TAN VERY FINE SANDY SILT (MEDIUM STIFF) <br /> g 8 <br /> — <br /> 10 ML GRADES WITH SLIGHT CLAY <br /> 12- <br /> 14 i E <br /> v66 <br /> I <br /> c BORING TERMINATED AT 15-FOOT DEPTH. <br /> 16 s NOTES: <br /> C 1 . BORING DRILLED ON 1-30-90 . j <br /> i' 2 . NO GROUNDWATER ENCOUNTERED. <br /> ale I� <br /> 3 . NO CAVING NOTED. <br /> I I _ <br /> I I � <br /> �F `! <br /> III <br /> I <br /> PTF <br /> KLEIN FEEDER <br /> LOG OF BORING NO. z. <br /> � Uzi <br /> PROTECT NO. 20-2983-02 <br /> Y A <br />