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FOOTHILL ENGINEERING LOG OF BORING MW-8D <br /> 8442 STORY RIDGE WAY <br /> ANTELOPE, CA 95843 (916)729-518a (Pagel of 1) <br /> OLIVAREZ PROPERTY Date Started 03x21101 Company Rep- :E.R. <br /> Site Investigatiorj Date Completed 03/21/01 Northing Coord 70 <br /> 300 S. California St. Stockton, CA Hole Diameter 8' Easting Coord- :190 <br /> Project#2111 Drilling Method Auger Survey By <br /> Sampling Method Split Spoon Logged By E.R. <br /> m Well: MW#8D <br /> U_ UN Elev.:98 <br /> � sort. _ <br /> L Elev. a DESCRIPTION 0- <br /> E <br /> o c9 <br /> 0 Concrete <br /> start SILT <br /> 5 94 <br /> 10--89 <br /> 15 84 M L <br /> 20--79 m <br /> 25 74 m <br /> 30--69 <br /> SAND <br /> 8 <br /> 35--64 SP <br /> 0 <br /> 40--59 <br /> ML Clayey,SILT <br /> 45--54 Grout <br /> > Fine SAND <br /> o PVC Z" <br /> v' <br /> 50---49 <br /> w <br /> CE 55--44 C=1 <br /> SP <br /> a 39 <br /> J <br /> 4 65 34 <br /> Q rTrri <br /> z <br /> Z <br /> W <br /> z 70--29 <br /> o Silty,SAND <br /> 'z 75--24 SP <br /> w <br /> z <br /> w80 19 CL CLAY <br /> z <br /> z 85 14 <br /> w CL Silty,CLAY <br /> J <br /> T 90--9 <br /> g ML Clayey,SILT ® Seal <br /> m 95--4 <br /> o CL Silty,CLAY ® Sand <br /> 0 100 t ® Screen <br /> g SP Sandy,CLAY <br /> 105---6 SILT <br /> ML <br /> 110 -11 -- <br /> ri Sandy, SILT <br /> 6 115 end <br />