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N N_ <br /> } } <br /> J 1 <br /> OVM DEPTH GRAPHIC USCS LITHOLOGIC DESCRIPTION a a <br /> PPM (FT) LOG LCA <br /> J � <br /> CA <br /> J <br /> 0.4 CL Silty Sandy Clay, dark brown poorly—sorted qtz, _ <br /> 5.6 I I I mica; some road gravel; low plastic., highly <br /> I <br /> 12.7 <br /> 5 4 I I compacted. <br /> —1 - <br /> 0.0 10 CL Sandy CIt_•/ blue—gray "Stockton Blue". very <br /> wet, unco, ::)lidated; dries light gray. <br /> I I I <br /> 15 CH Silty Clay, brown, high plastic. <br /> I I I <br /> � I � <br /> 20 CH Silty Sandy Clay, black.. very moist, very high <br /> I I 1 plastic. <br /> I <br /> i 0.0 25 I I I <br /> I I I CH , <br /> I � <br /> 30 I I <br /> I I I <br /> 0.11 35 total depth 35' <br /> 40 <br /> LEGEND NOTES: <br /> Split Spoon Sample <br /> 1. boring Sealed with Cement Grout <br /> Containing 3% bentonite <br /> 1 Static water Level <br /> Water Sample <br /> bstk4 <br /> 0L=uhdorff <br /> SOIL BORING B4 <br /> k Sceimanmi Cis) o: S_ockton 93-7-014 <br /> g Engineers Psaaef 13:und Site august :993 <br />