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FOOTHILL ENGINEERING LOG OF BORING MW-9 <br /> 8442 STORY RIDGE WAY <br /> ANTELOPE, CA 95843 (916)729-5184 (Pagel of 1) <br /> OLIVAREZ PROPERTY Date Started :04/11/01 Company Rep. :E.R. <br /> Site Investigation Date Completed :04/11/01 Northing Coord. 84.8 <br /> 300 S. California St Stockton, CA Hole Diameter :8* Easting Coord. :78.4 <br /> Project#2111 1 Drilling Method Auger Survey By <br /> Sampling Method Split Spoon Logged By E.R. <br /> m Well:MW#9 <br /> m <br /> c Surf. <br /> N tiev.:98 <br /> = m <br /> t Elev. I I a DESCRIPTIONCL <br /> 99 U) m <br /> (D <br /> 0 start Sandy,SILT Concrete <br /> 5-94 <br /> ML <br /> 10 89 <br /> 15 84 <br /> Silty, SAND <br /> 20 79 SP m <br /> 25 74 m <br /> SP fine grained,SAND <br /> 30 69 SP Poorly Graded, SAND35--64 <br /> t� <br /> $ Silty,CLAY <br /> 3 <br /> 40--59 CIL [� <br /> 45--54 177S[�T71Grout <br /> > ML Sandy,SILT PVC 7' <br /> 0 <br /> 50--49 SP Fine,SAND rT7 <br /> 0 <br /> S, • ::.� Coarse,SAND ®I <br /> O60--39 <br /> $r <br /> m <br /> ML <br /> Q SILT <br /> o 34 Silty, SAND <br /> zz 70 29 SP <br /> z <br /> 0 75--24 ®I F <br /> c Sandy,SILT <br /> w 80--19 ML <br /> 0 <br /> z_ <br /> 85 14 <br /> Z Silty,CLAY <br /> z <br /> w 90 9 <br /> Seal <br /> g95--4 CIL Sand <br /> A <br /> 100 -1 ® Screen <br /> 0 <br /> 0 <br /> 8 105 Sandy,CLAY <br /> 0 110 -11 CL <br /> U <br /> 0 <br /> 0 115 -16 <br /> end <br /> 120 <br />