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Project: 305662 Log of Boring SB1 <br /> Project Location: 678 North Wilson Way, Stockton, California <br /> Project Number: 305662 Sheet 1 of 2 <br /> Date(s) <br /> Drilled March 26,2012 Logged By Bryan Campbell Checked By <br /> Drilling Drill Bit Total Depth <br /> Method Direct-Push Size/Type of Borehole 46 feet bgs <br /> Drill Rig 6600 Geo Probe Drilling Cascade Approximate <br /> Type Contractor Surface Elevation <br /> Groundwater Level 36 ft after 1 hSampling Tube,Grab Hammer <br /> eea <br /> and Date Measured our ra <br /> Method(s) Data <br /> Borehole <br /> Backfill Cement Grout Location <br /> Q r <br /> d H m U 0 "6 <br /> N .0 co U <br /> L Q a N N Q_' VI r <br /> a E E'm 3 o U @ REMARKS AND <br /> o in c2WZ a D cD MATERIAL DESCRIPTION OTHER TESTS <br /> Asphalt <br /> CL ASPHALT <br /> CLAY, brown, medium plasticity, moist. <br /> a <br /> J <br /> 1.2 <br /> U <br /> y <br /> 0] <br /> OJ <br /> a <br /> 0 <br /> U <br /> O <br /> y <br /> 0 ML SANDY SILT, Brown, nonplastic fines, moist. <br /> m° 10 <br /> U <br /> 00 <br /> U <br /> U <br /> C <br /> O <br /> Y <br /> U <br /> O <br /> N <br /> 0 <br /> O <br /> z <br /> 0 15 <br /> SP '`_:.. SAND, yellowish brown, fine sand, weak, nonplastic fines, <br /> LU moist. <br /> L <br /> Q <br /> U <br /> 0 <br /> Z <br /> O _ <br /> H <br /> o ML SILT, yellowish brown, low plasticity, minor fine sand, moist. <br /> 2 20 <br /> .6 X100 <br /> z <br /> 0 <br /> a <br /> N <br /> W <br /> H <br /> Q <br /> K <br /> Q <br /> 2 <br /> U <br /> U) <br /> U <br /> 25 <br /> 1LW <br /> O <br /> a_ <br /> X <br />