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1 <br /> BORING LOG WELL NO. MW3-3 <br />' Project 5411 Client Port of Stockton <br /> Boring Location Site 3, SW cornet of former tank excavation Date Staged Date Finished <br />' Drilling Agency West Hazmat Rancho Cordova Callfironla Ground Surface Elevation and Datum <br /> Drilling Method Hollow Stem Auger Boring Total Depth Final Status <br /> Drilling Equipment CME-75 Depth to Finn Compi 1 24 Hrs <br /> Watar 91 <br />' Sampling Method Drive Logged By <br /> Sampler Type Split Spoon Responerble Professional Reg No <br /> Phrli P Ross R G 4155 <br />' c <br /> m` $ 0 U v DESCRIPTION m REMARKS <br /> — a <br /> m 0Z co 90 E <br /> c m U OVM U O <br /> Concrete 3 ft over 2 ft gravel base <br /> -------------.__-----__------------------------------ <br /> 1 LEAN CLAY WITH SAND ICL)-dk gr brown 110 YR 4/2) moist 75%low <br />' plastic fines 25% fine sand mod dry strength <br /> 2 <br />' 3 <br /> 4 <br /> 5 ------------------------------------------------------- <br /> <1 CLAYEY SAND ISC) v dk gray(1 OYR 311) moist 60%fine sand 4096 low <br />' plastic fines low dry strength <br /> B <br />' 7 <br /> 8 <br /> 9 <br /> ------------------------------------------------------- <br /> 10 <br /> ----------------------------'------------------------ <br /> 1O <1 SANDY LEAN CLAY(SM-CL) moist 60%low to mod plastic fines 40%fine <br /> sand low dry strength <br /> 12 <br /> 13 <br /> 14 <br /> 15 <1 moderate plasticity <br /> Page 1 of 3 <br /> {Rev 04112196) FORMSIFIELDWRING LOG <br />