Laserfiche WebLink
Moisture - <br /> =DryD Content Blow/ Sample DESCRIPTION <br /> t t- No. 1JSC5 <br /> 30 CONTINUED FROM PREVIOUS PAGE <br /> GMT <br /> FINE TO COARSE SANDY GRAVEL <br /> 32 (GRAVEL TO 4" DIAMETER) <br /> 34 <br /> CL TAN VERY FINE SLIGHTLY SANDY SILTY CLAY <br /> i <br /> 36 <br /> 38 <br /> _ ML TAN SLIGHTLY CLAYEY VERY FINE SANDY <br /> SILT WITH SOME GRAVEL <br /> fff 40ML TAN VERY FINE TO COARSE VERY SANDY <br /> GRAVELLY SILT <br /> 42 <br /> CL TAN GRAVELLY SILTY CLAY <br /> 44- ' <br /> 4 GROUNDWATER ENCOUNTERED <br /> u I <br /> w <br /> TAN VERY FINE SANDY SILT <br /> �dZ 46 <br /> C i ;CL TAN VERY FINE SANDY VERY SILTY CLAY <br /> i < <br /> 48 <br /> ism TAN SLIGHTLY SILTY VERY FINE 1'O FINE <br /> I <br /> I i <br /> SAND <br /> 50 j BORING TERMINATED AT 50-FOOT DEPTH. <br /> NOTES: <br /> 1. BORING DRILLED ON 3-1-90. <br /> ' 2. GROUNDWATER ENCOUNTERED AT 44-1/2 <br /> j FOOT DEPTH. <br /> 3 . CAVING OF GRAVEL NOTED. <br /> I <br /> F PLATE <br /> LOG OF BORING NO. 5 Z of 2 <br /> � � KLEINFELDER <br /> VII <br /> !.1 , <br /> PROJECT NO. 20-2949-08 <br /> R-22 <br /> i <br />