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i <br /> moisture <br /> Dry Density I' Content Blow/ SAMPle DESCRIPTION <br />_ lb/itj ; v Ft. No. USCS <br /> i 30 CONTINUED FROM PREVIOUS PAGE <br /> GM SILTY FINE TO COARSE SANDY GRAVEL <br /> (GRAVEL TO 4" DIAMETER) <br /> 32- <br /> 34 <br /> CL TAN VERY FINE SLIGHTLY SANDY SILTY CLAY <br /> 36 <br /> k + <br /> 38 <br /> ML TAN SLIGH'T'LY CLAYEY VERY FINE SANDY <br /> SILT WITH SOME GRAVEL <br /> 40 ML TAN VERY FINE TO COARSE VERY SANDY <br /> GRAVELLY SILT <br /> 42 <br /> TAN GR <br /> CL AVELLY SILTY CLAY <br /> 44 GROUNDWATER ENCOUNTERED <br /> TAN VERY FINE SANDY SILT <br /> _ 46 <br /> CL TAN VERY FINE SANDY VERY SILTY CLAY <br /> 48- <br /> ism TAN SLIGHTLY SILTY VERY FINE TO FINE <br /> 1 SAND <br /> 50 <br /> BORING TERMINATED AT 50-FOOT DEPTH. <br /> NOTES: <br /> I 1. BORING DRILLED ON 3-1-90. <br /> k I i 2. GROUNDWATER ENCOUNTERED AT 44-1/2 <br /> { FOOT DEPTH. <br /> 1 3. CAVING OF GRAVEL NOTED. <br /> q. <br /> r , <br /> PLATE <br /> LOG OF BORING NO. s <br /> 2' OF 2 <br /> KLEIN FELDER <br /> VII <br /> PROJECT NO. 20-2949-08 <br />