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Neil O. Anderson & Assoc., Inc. BOREHOLE NUMBER <br /> 22 N.Houston Ln.,Lodi,CA 95240 LOG OF TEST BORING A <br /> (209)367-3701 Fax(209)333-8303T P-4, Parcel 4 <br /> PROJECT NUMBER: L000-135 DATE DRILLED: May 10-14,200( <br /> PROJECT NAME: Vaz-Major Subdivision GROUND SURFACE ELEVATION: 0 Feet <br /> LOCATION: East Magnolia and Campbell Ave., Escalon. <br /> DRILLING EQUIP.: Deep Rock Auger Rig PLATE NO.11 <br /> a <br /> O U <br /> � L d <br /> o r C O <br /> o 30 BIOW Count o .o <br /> o rn w g o in Histogram (D rn Soil Lithology Description Notes <br /> r 1 — SILTY SAND:Dark brown silty sand(Slut). <br /> 1 I I I <br /> -1 <br /> L <br /> Y = <br /> cm 163 108 47 r r r 1 <br /> -2 1 1 r 1 I <br /> 1 1 1 1 1 <br /> ' _3 1 — <br /> 1 1 1 1 = <br /> SANDY CLAY:Brown sandy clay(CL). <br /> I I 1 r 1 — SILTY SAND:Brown silty sand(Slut). <br /> I I I 1 1 <br /> $ <br /> cm 9'6 106 26 SILTY SAND:Brown silty sand with clay(SK.-7 <br /> 1 I I I <br /> I l l l r <br /> _g SAND WITH SILT:Brown fine to medium sand with silt(SP). <br /> I I I I I <br /> '1 <br /> SILTY SAND:Brown silty sand with clay(SK. <br /> I r 1 I <br /> _11 1 I 1 1 I <br /> I I I I I <br /> -72 I I <br /> I 1 1 I r — <br /> I <br /> 1 1 <br /> Place perwlation test Pd <br /> 1 at 14 feet in depth. <br /> -14 ' - $AND:Brown fine to medium sand(SP). <br /> I I <br /> 11 <br /> 1 <br /> L <br /> L <br /> L <br /> L <br />