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1 � <br /> Neil O. Anderson & Assoc., Inc. : BOREHOLE NUMBER <br /> 22 N.Houston Ln.,Lodi,CA 95240 LOG OF TEST BORIN'..0 <br /> (209)3673701 Fax(209)33Ci-8303 B-1 <br /> PROJECT NUMBER: 599227 DATE DRILLED: 9_13-99 <br /> PROJECT NAME: Masco Olive Products,Inc. GROUND SURFACE ELEVATION: 0 Feet <br /> LOCATION: 17950 Via Nicolo <br /> DRILLING EQUIP.: Deep Rock Auger Rig PLATE NO. 4 <br /> o + <br /> � a <br /> _ 15 y Cl <br /> K g m 3: Blow Count o <br /> o 03 W a m His#ogram C9 rcn Soil Litholow Description Notes <br /> 0 CLAY:Dark gray clay(CL). <br /> _1 GS <br /> _2 GS <br /> _ SILTY CLAY:Brown silty day(CL). <br /> $ GS <br /> -7 <br /> SAND:Brown fineto medium sand with day(SC). <br /> GS <br /> _1 <br /> -11 SAND:Brown fine to medium sand with minor silt(SW). <br /> + GS <br /> -12- <br /> -13- <br /> -14- <br /> 12-1-1 SAND:Brown fine to medium sand,dean(SW). <br /> GS <br /> -1 <br /> -1 <br /> GS SAND:Brown fineto medium sand with coarse gravel(sw). <br /> -17 <br /> 1 SANDY CLAY:Brown fine sandy day(CL). <br /> -1 GS —_- <br /> -21 —_- <br /> -22 =— <br /> QQ� GRAVEL:Brown sandy coarse gravel with day(GS-GC). <br /> -2 O��Q <br /> -26--= <br /> 2 GS OO <br /> -27 <br /> CLAY:Brown day with fine sand(CL)_ <br /> GS <br /> 31 <br /> SANDY CLAY:Brown stiff fine sandy clay(CL). <br /> GS — <br /> -36 <br /> 37 CLAY:Stiff gray-blue clay,somemediwn gravel(CL-CH?). <br /> No ground water or <br /> moisture found, <br /> �f <br /> r <br /> 1 <br />