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E <br /> 3 <br /> Moisture <br /> Dry Density Content 13143w/ Sample j <br /> Iblft3 Ft. No. I USCs DESCRIPTION <br /> ML/ BROWN VERY FINE SLIGHTLY SANDY VERY <br /> I I CL CLAYEY SILT <br /> 84 14.9 4 <br /> F 2 IML TAN VERY FINE VERY SANDY SILT ( SOFT) <br /> FF <br /> 5 <br /> SM TAN VERY SILTY VERY FINE SAND (LOOSE) <br /> SM GRADES WITH LESS SILT, WITH MINOR FINE <br /> SAND - <br /> 93 20.7 3 ML TAN SILT (VERY SOFT) <br />_F ML GRADES WITH CLAY (SOFT) <br /> 1 <br /> BORING TERMINATED AT 10—FOOT DEPTH. <br /> NOTES: <br /> I I 1. BORING DRILLED ON 3-1-90 . <br /> 2. NO GROUNDWATER ENCOUNTERED. <br /> 3. NO CAVING NOTED. <br /> u. <br /> rd <br /> f <br /> i <br /> I <br /> Fi <br /> LOG OF BORING NO. 4 PLATE <br /> KLEIN FEEDER vi <br /> PROJECT NO. 20-2949-08 <br /> R-22 <br />