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HtWNIN <br /> LOG OF SOIL BORING <br /> LABORATORIES. INC. BARING SP-4 <br /> I ` <br /> Project: Fire Station #3 Project Number: A68108.01 <br /> Location: Stockton Date Started'. 12/20/96 <br /> i <br /> Logged By: K. D. Jones Date Completed: 12/20/96 <br /> Drilled By: Fisch Environmental Drill Type: GeoProbe 5400 <br /> Auger Type: Continous Push <br /> Depth to Groundwater. 45 Feet Eleyation: Approximately 25 Feet MSL <br /> DEPTFE SOIL SYMBOLS Blows per <br /> (feet] SAMPLER SYMBOLS USCS Soil Description Pocr Remarks <br /> AND FIELD TEST DATA <br /> AC 6" Asphaltic concrete and <br /> SI,{ base rock. <br /> - -- ..... <br /> SAND with Clay & SIIt; medium <br /> ellow brown, well <br /> . . . . . ----- ----- - y graded, , <br /> CL :fine to medium grain, <br /> slightly moisf. <br /> 5 Clay with Silt; medium red <br /> brown, slightly plastic, <br /> slightly moist. <br /> 10 <br /> P[D = 0.9 ppm <br /> PID = 0.6 ppm <br /> 15 <br /> PID = 1.1 ppm <br /> 20 <br /> PID = 0.9 ppm <br /> 25 P[D = 0.4 ppm <br /> SM SAND with Silt and Clay; <br /> medium brown, well graded, <br /> fine to coarse grain, <br /> slightly moisf. P[D = 0.4 ppm <br /> CL Cloy with Silt; red brown, <br /> 30 slightly plastic, slightly <br /> moist. <br /> PID = 0.4 ppm <br /> Bottom of Boring. <br /> '�J Notes: Angle boring 60 degrees from horizontal. <br />