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I <br /> Mnye <br /> TWINING LOG OF SOIL BORING <br /> LABORATORIES, INC. BORING SP-3 <br /> Project: Fire Station #3 Project Number: A68108.01 <br /> Location: Stockton Date Started: 12/20/96 <br /> Logged By: K. D. Jones Date Completed: 12/20/96 <br /> Drilled By: Fisch Environmenfal Drill Type: GeoProbe 5400 <br /> Auger Type: Continous Push <br /> Depth to Groundwater: 45 Feet Elevation: Approximately 25 Feet MSL <br /> I SOIL SYMBOLS <br /> Blows <br /> T SAMPLER SYMBOLS USCS Soil Description POC Remarks <br /> AND FIELD TEST DATA foot <br /> 0 -• ...................... <br /> AC 6 Ashaltic concrete and base ; <br /> :: Spl rock. <br /> ......-. -...... <br /> SAND with Siff and clay;. <br /> medium brown, well graded, a <br /> ............ . medium to very fine grain, <br /> CL moist. <br /> •................. .. . ........ . ................ <br /> 5 Clay; red brown, slightly <br /> plastic, slightly moist. <br /> I <br /> i' <br /> 1 10 <br /> PID = 0.6 ppm <br /> 15 <br /> PID = 0.1 ppm <br /> I <br /> 20 <br /> PID = 0 ppm <br /> 25 <br /> PID = 0.1 ppm <br /> ............ ..Sw ; <br /> SAND medium yellow brawn, <br /> well graded, fine to coarse PID = 0 ppm <br /> grain, slightly moist. <br /> 30 <br /> W <br /> .... <br /> .. . . .. ........ <br /> ..... <br /> .... <br /> CL Clay;. ..d.ark. ..brown.,..slfghfly. .......... . PID = 0 ppm <br /> Notes: � � . <br />