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FOOTHILL ENGINEERING LOG OF BORING MW-1 <br /> CIVIL ENGINEERS <br /> LODI,CA (Page I of 1) <br /> WOODBRIDGE PARTNERS INC. Dale Started :05/14101 Company Rep. :E.R. <br /> Site Investigation Date Completed :05/14/01 Northing Coord. <br /> Lodi, CA Hole Diameter :S" Easting Coord. <br /> Project#2012 Drilling Method :Auger Survey By <br /> Sampling Method :Split Spoon togged By :E.R. <br /> Well: MW#1 <br /> U_ <br /> K_ Surf. + o' c Elev.: <br /> Fine <br /> Elev. (0 ¢ DESCRIPTION C 3 0 % r <br /> grV2 <br /> a <br /> 0 <br /> start SAND, Poorly Graded, 1 Concrete <br /> SP <br /> 5 <br /> SAND, Poorly Graded,fine grained, Q <br /> SP <br /> 10 <br /> SAND, Poorly Graded,fine grained, <br /> SP <br /> 15 <br /> SILT,very fine grained, ® Grout <br /> 2Q ML <br /> 25 <br /> SILTY SAND,very fine grained, ® PVC 2" <br /> SM <br /> 30 :• SANDY SILT, <br /> ML Seal <br /> 35— CLAYEY SILT, <br /> 40 ML <br /> s <br /> Sand <br /> 45 SANDY SILT, 1p Screen <br /> ML <br /> 50 SILTY SAND, 11 <br /> SM <br /> 55CL SILTY CLAY, 111211 <br /> End <br /> 60 <br />