Laserfiche WebLink
tHE <br /> LOG OF SOIL BORING <br /> LABORA ORIES. INC. <br /> BORING SP-4 <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 Environmental Drill Type: GeoProbe 5400 <br /> Auger Type: Continous Push <br /> Depth to Groundwater: 45 Feet Elevation: Approximately 25 Feet MSL <br /> DEPTH SOIL SYMBOLS <br /> (feet) SAMPLER SYMBOLS uses Soll Description Slows per Remarks <br /> AND FIELD TEST DATA foot <br /> 0 ....... ......................... <br /> ............................ <br /> AC 6" Asphaltic concrete and <br /> Sm base rock. <br /> .--- <br /> SAND with Cfay & Silt; medium <br /> • ......... • yellow brown, well graded, <br /> CL fine to medium grain, <br /> '.'slightly moist. <br /> ........... .............. <br /> $ Clay with Silt; medium red <br /> brown, slightly plastic, <br /> slightly moist. <br /> ! <br /> 10 <br /> PID = 0.9 ppm <br /> PID = 0.6 ppm <br /> 15 <br /> I <br /> PID = 1.1 ppm <br /> 20 ! <br /> PID = 0.9 ppm 3 <br /> 25 PID = 0.4 ppm 3 <br /> SM SAND with Silt and Clay; <br /> medium brown, well graded, <br /> fine to coarse grain, <br /> slightly moist. <br /> ---- <br /> CL <br /> --....-. .. .....•------....-----•--•-.............. [D 0.4 ppm <br /> CL Clay with Silt; red brown, <br /> 30 slightly plastic, slightly <br /> moist. <br /> PID = 0.4 ppm <br /> Bottom of Boring. <br /> v..w I <br /> Notes: Angie boring 60 degrees from horizontal. <br />