Laserfiche WebLink
FOOTHILL ENGINEERING LOG OF BORING MW-6 <br /> 8442 STORY RIDGE WAY <br /> ANTELOPE, CA 95843 (916)729-5184 (Page 1 of 1) <br /> OLIVAREZ PROPERTY Date Started 05/02100 Company Rep. E.R. <br /> Site Investigatiorl Date Completed .05/02/00 Northing Coord. :80.3 <br /> 300 S. California St.Stockton, CA Hole Diameter 8' Easting Coord. 55.5 <br /> Project#2111 Drilling Method Auger Survey By <br /> Sampling Method Split Spoon Logged By E.R. <br /> 74; <br /> v Well: MW#6 <br /> SJUrI. _ - EIeV..JCJ <br /> Elev. "' a DESCRIPTION C <br /> m 99 � <br /> D (D w <br /> 0-99 <br /> start Sift Concrete <br /> 5-94 <br /> 10 89 ML <br /> 15 84 m <br /> 20-79 m <br /> SP Silty, Sand <br /> 25 74 <br /> SP Fine, Sand <br /> 30-69 <br /> ` SID Sand <br /> g <br /> 3 35 64 <br /> SP Silty,Sand <br /> Ll 40 59 <br /> > CL Silty,Clay <br /> 0 <br /> 45-54 <br /> :. Silty,Sand m Grout <br /> SP <br /> w PVC 7' <br /> a 50-49 <br /> 0 SP Sand — <br /> 55--44 <br /> 0 <br /> CL Silty, Clay <br /> a <br /> 60-39 <br /> z Clay <br /> w <br /> E <br /> 0 65 34 CL <br /> 5 <br /> z <br /> W <br /> 70-29 <br /> zCL Silty. Clay <br /> LU <br /> 75-24 <br /> z <br /> SP Silty, Sand <br /> 80 19 <br /> ML Sandy, Sift <br /> g 85 14 <br /> 0 <br /> CL Sandy,Silty, Clay <br /> 0 <br /> 90-9 <br /> CIL Clay Seal <br /> 32 8 95--4 <br /> g Silty,Clay ® S <br /> 0 CL and <br /> 0 100 t ® Screen <br /> H <br /> end <br /> 105 <br />