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i <br /> Neil O. Anderson & Assoc., Inc. BOREHOLE NUMBER <br /> 22 N. Houston Ln.,Lodi,CA 95240 LOG OF TEST BORIPZ <br /> (209)357-3701 Fax(209)333-8303 P-5, Parcel 5 <br /> PROJECT NUMBER: LG00-135 DATE DRILLED: May 10-14,200 <br /> PROJECT NAME: Major Subdivision GROUND SURFACE ELEVATION: 0 Feet <br /> _ LOCATION: East Magnolia and Campbell Ave., Escalon. <br /> DRILLING EQUIP.: Deep Rock Auger Rig PLATE NO.12 <br /> 0 <br /> o � <br /> L 2 N T <br /> d N 715 0 <br /> : O <br /> Z d NO L <br /> v _ 5 m` U a <br /> o. E E 3 Blow Count o' J <br /> C) in in 2 o m Histogram 0 W Soil Lithology Description Notes <br /> 0 i i SILTY SAND:Dark brown silty sand with some clay(Slut). <br /> cm 102 93 11 ' ' <br /> i <br /> i <br /> ` -2 <br /> i <br /> -3 <br /> 189 98 20 <br /> -6 — <br /> low -7 <br /> SAND:Fine to medium sand(SP). <br /> _9 <br /> Percolation test P-5 set <br /> 149 108 50 - SAND WITH SILT:Reddish brown medium sand with silt about 9.5 feet in depth. <br /> i (Siva). <br /> -1 SAND:Reddish brown sand and clay layers(SP,CL)thin and <br /> layered. <br /> 6w <br /> V <br /> `. <br /> Ir <br /> ►. <br /> 6 <br />