Laserfiche WebLink
A MOM THE <br /> TWINING LOG OF SOIL BORING <br /> LABORATORIES. INC BORING SP-1 <br /> Project: Fire Station #3 Project Number: A68108.01 <br /> Location: Stockton Date Started; 12/19/96 <br /> Logged By: K. D. Jones Date Completed: 12/19/96 <br /> Drilled By: Fisch Environmental Drill Type: GeoProbe 5400 <br /> Auger Type: Continuous Push <br /> Depth to Groundwater: 45 Feet Elevation: Approximately 25 Feet MSL <br /> DEPTH SOIL SYMBOLS <br /> (feet) SAMPLER SYMBOLS Uscs Soil Description Blows per Remarks <br /> AND FIELD TEST DATA poop <br /> 0 ............ ...................... ...................an"d" <br /> . . . <br /> s... AC 6 inch asphaitic concrete and <br /> SC '-..base rock. <br /> SAND, Clayey; medium brown, <br /> ------------ - well graded, coarse to fine <br /> SW .grain, moist. <br /> ................................................... <br /> SAND; medium yellow brown, <br /> 5 :::::: well graded coarse to fine <br /> grain, moist. <br /> ----------- ---- -------------- -----------...................... Pfd = 4 ppm <br /> CL Clay with Silt; medium red <br /> 10 brown, non—plastic, slightly <br /> moist. <br /> P[D = 4 ppm <br /> "' 15 <br /> Black mottling, odor. P[D = 1035 ppm <br /> 20 Black mottling, odor. P[D = 924 ppm <br /> 25 No black mottling. P[D = 740 ppm <br /> ..... . ..... . .... ... .... •--- --- <br /> SW SAND; me.d.i.um..yell.ow brawn, <br /> well graded, very coarse <br /> grain to fine grain, slightly <br /> moist, mafic mineral grains P[D = 142 ppm <br /> plentiful. <br /> 30 <br /> Clay; medium brown, slighty <br /> plastic, slightly moist. P@ = 10 ppm <br /> r.. <br /> Nates: <br />