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Neil O. Anderson &Assoc., Inc. LOG OF TEST BORINV BOREHOLE NUMBER <br /> 22 N. Houston Ln_, Lodi,CA 95240 <br /> (209)367-3701 Fax(209)333-8303 Boring 23 <br /> PROJECT NUMBER: L000-339 DATE DRILLED: 4-4-01 <br /> PROJECT NAME: Addendum,NLS/SSS,Residential Development. GROUND SURFACE ELEVATION: 0 Feet <br /> LOCATION: East Edwards&Cometa,Valley Home,CA <br /> DRILLING EQUIP.: Deep Rock Auger Rig PLATE NO. 2 <br /> a <br /> O U <br /> L a <br /> o D C O O <br /> d O <br /> N C O <br /> S O E O V C J <br /> a E E '-^ 0 3 BIOW Count o <br /> o W in o m Histogram r7 in Soil Lithology Description Notes <br /> 0 GS <br /> — SILTY SAND:Brown silty sand(SW. <br /> I M I <br /> 1 I I 1 I 1 <br /> GS SILTY CLAY:Light bee"silty clay(CL). <br /> --2 <br /> I I I 1 I <br /> -\ <br /> .g <br /> -\ <br /> 1 1 1 1 1 <br /> I 1 I 1 <br /> -\ <br /> 4- <br /> -6- <br /> -7— <br /> GS <br /> 6 7GS i — <br /> 1 I 1 I SANDY SILT:Light brown sandy silt(MI,). i <br /> - <br /> -11 <br /> 11 I I I <br /> 1 1 I I I <br /> V J <br /> -12 I I I I <br /> V I I I <br /> I I I I - <br /> 3 <br /> I I I <br /> -14 <br /> GS SILTY SAND:Brown silty sand(SM). <br /> I I I I <br /> I I I I <br /> -1 <br /> GS . .i SAND:Brown fine to medium sand(SP).Very clean. Percolation test set at 18 <br /> I I I I I feet in depth. <br /> 17 <br /> 1 I I <br /> I 1 <br /> -18 __— <br />