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04LOW <br /> 213Ca101,oN CONST <br /> Q 8w-ith-sand-and--gravE subbase <br /> 2 SM SILTY SAND: brown, Fine to coarse, <br /> micaceous dam <br /> CLAYEY SILT: dark brown to black, <br /> ML- damp <br /> 3 CL CLAYEY SILTISILTY CLAY: olive,damp <br /> 3 <br /> 3 <br /> 6 - . <br /> 3 CLAYEY SlIZU: mottled gray brown an - <br /> 6 Trust red, several roottworm channels, <br /> $ 1 _ <br /> several cemented nodules 30-35mm in <br /> size, damp _ <br /> 10 10 ML SILT: olive,30-35% clay micaceous, = <br /> 3 several rust red root channels, wet- <br /> 7 saturated <br /> 12 <br /> ^fir' <br /> 7 SILT: olive, 10-30% clay, 5-10% fine- ~ _ <br /> coarse sand, micaceous, rust red root ?A <br /> 14 8 stringers throughout,wet--saturatedLU <br /> {_ <br /> 7 SILTY CLAY-CLAY• dark blue green to - <br /> z 15 dark blue gray 0-5% cemented nodules, <br /> 18 12 thin lense of ne-medium sand 2-5mm <br /> thick, damp <br /> uu <br /> SILTY CLAY-CLAY. dark blue green t <br /> 18 dark blue gray, several root channels, <br /> damp <br /> 20 <br /> Boring terminated at 17 ft. <br /> Boring logged by David Stavarek <br /> 22 6/17188 <br /> 24- <br /> 26- <br /> 28- <br /> 30- <br /> 32 <br /> 426283032 <br /> LOO OF BORING NO, MPLATE <br /> KLEIN F E L D ER IIV 7 <br /> UNOCAL: STOCKTON TERMINAL <br /> STOCKTON, CALIFORNIA <br /> PROJECT N0. 24-2059-1 <br />