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1 <br /> HTHE <br /> TWININGLOG OF SOIL BORING <br /> LABORATORIES, INC. BORING SP-2 <br /> Project: Fire Station #3 Pro eci Number: A681108.01 <br /> Location: Stockton bate Started: 12/20/96 <br /> Logged By: K. D. ,!ones Date Completed: 12/20/96 <br /> Drilled By: Fisch Environmental Drill Type: GeoProbe 5400 <br /> Auger Type: Continous Push <br /> Depth to Groundwaier: 45 Feet Elevation: Approximately 25 Feet MSL <br /> SOIL SYMBOLS B[cws e� <br /> i SAMPLER SYMBOLS US= Soil Description ws P Remcrks <br /> AND FIELD TEST DATA <br /> 0 ...... ..... ..................................................... <br /> AC6 inch asphaltic concrete and <br /> CL.... ' base rock. <br /> ............................... <br /> Clay with Sand and Silt; <br /> medium brown, slightly <br /> plastic, moist, black <br /> moftling. <br /> 5 <br /> 10 <br /> PED = 0.2 ppm <br /> Clay; medium red brown, <br /> slightly plastic, slighty <br /> moist. <br /> 15 <br /> PID = 0.4 ppm <br /> 20 <br /> PED = 0.4 pprr. <br /> 25 RID = 1.2 ppm> <br /> SAND with Clay; medium .brown, <br /> well graded, fine to coarse PID - o.t ppm <br /> grain, slightly moist. - <br /> 30 <br /> PID = 0.1 ppm <br /> Notes: ' <br /> U <br />