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BOREHOLE NUMBER <br /> Neil O. Anderson &Assoc., lac�-:- ` <br /> 22 N.Houston Ln.,Lodi,CA 95240 LOG OF TEST BRING <br /> (209)367-3701 Fax(209)333-8303 B-1 <br /> PROJECT NUMBER: 599303 <br /> DATE DRILLED: 11/2/99 <br /> PROJECT NAME: Van Ruiten-Taylor Winery GROUND SURFACE ELEVATION: 28-x- Feet <br /> LOCATION: 340 W. State Route Hwy 12,Lodi,CA. <br /> DRILLING EQUIP-: Deep Rock Auger Rig PLATE NO.8 <br /> L <br /> y m C O _ <br /> � E E a Blow COU 2 J <br /> n o m Histogram ch n 1 Soil Lithology Description Notes <br /> Ty 0 GS=grab samplele <br /> _1 gs SAND WrYH SILT:Brown fine sand with sift(SW). <br /> examination. <br /> -2 <br /> -3- <br /> -4— <br /> c.� <br /> -5 - <br /> gs - SAND WITH SILT AND CLAY:Brown fine sand with silt and <br /> \.x���� day(SW)- <br /> -7 <br /> 77 7 <br /> 3 <br /> g s '`y CLAYEY SAND:Brawn clayey fine sand SC <br /> g \-\-\ Yes' ( )- <br /> 12 SAND WITll SILT:Brown fine sand with silt(SW). <br /> F -1 gs —— SANDY CLAY:Brown fine sandy clay(CL). <br /> _1-16- <br /> F1 <br /> 11 <br /> -18 <br /> gs SAND:Brown dean fine sand(SW). <br /> gs CLAY WITH SAND:Brown clay with fine sand(CL). <br /> F -21 <br /> c— 22 — — <br /> gs CLAY:Brown clay(CL). <br /> _24- <br /> -25- <br /> -26- <br /> -27- <br /> -213- <br /> 2-2-27-213 gs = CLAY WITH SAND:Brown clay with fine sand(CL). <br /> aq <br /> ,3D- <br /> -31- <br /> -32- <br /> -33- <br /> 2 — — <br /> gs 7 SILTY SAND:Brown fine to coarse sand(SW). <br /> r <br /> k_ <br /> F { <br /> ;-Z7L - <br /> j -38 , Total depth 40 feet. <br /> n <br /> ,-w <br />