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N f N <br /> J J <br /> OVM DEPTH GRAPHIC USCS LITHOLOGIC DESCRIPTION a a <br /> a a <br /> PPM (FT) LOG LOG <br /> J � I <br /> H13i <br /> I' I lSilty Sand, light tan poorly-sorted qtz, feldspar, <br /> f SM and mica <1 mm. Some rood gravel and glass-,.., <br /> 0.1 5 /. <br /> SC Clayey Sand, fine, dark brown-black, <1mm. <br /> Some road grovel. <br /> 0.4 <br /> 10 <br /> CH Silty Sandy Clay, dark brown-gray, high plastic <br /> 0.8 15 �_. I. I SM Silty Sand, dark brown poorly-sorted qtz, mica. <br /> � I I <br /> 1.1 20 I I I CH Silty Sandy Cloy, dark gray, high plastic. <br /> I I I <br /> 0.4 25 CH clay very wet <br /> I I I <br /> I I I <br /> 0.1 30 I I I CH <br /> I I I <br /> 0.8 35 total depth 35' <br /> 40 1 <br /> LEGEND NOTES: <br /> � Split Spoon Sample <br /> 1. Boring Sealed with Cement Grout <br /> Containing 3% Bentonite <br /> = Static water Level <br /> water Sample <br /> bs,kt <br /> - y <br /> SOIL BORING B-1 <br /> MLC"h'= <br /> & Scalmanuu City of Stockton 93-7-J 14 <br /> Engineers Banner lsland Site august E993 ; <br />