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_ w <br /> PROJECT NUMBER GORNG NUMBER <br /> SF031804.FW MW-DIS-2 SHEET 3 OF 3 <br /> ' 6�Jrultf��►►�.w SOIL, BORING LOG <br /> r <br /> PROJECT Del Monte-Disco LOCATION Stockton,CA <br /> ELEVATION 18.88 feet TOC DRILLING CONTRACTOR Spectrum E%plarations,Inc. <br /> r' 13RALINa METHOD ANO EMJMENT 8 Inch O.D.,5 t/4 Inch I.D.Hollow Stem Auger <br /> B.Bav:sgartner <br /> WATER LEVELS 77.12 feet,bgs START 07/23/81 FINISH 07/25/el LOGGER <br /> SAMPLE STANDARD SOIL DESCRIPTION COMMENTS <br /> y cf! PENETRATION <br /> y a z ¢ RESULTS SOIL NAME,USCS GROUP SYMBOL,COLOR, DEPTH OF CASING,DRILLING RAT <br /> �N s a� Lu MOISTURE CONTENT.RELATIVE DENSITY o DRILLING FLUID LOSS <br /> w P'1 8'-8'-e' 0R CONSISTENCY,SOI!STRLiCTURE, �� TESTS AND INSTRUMENTATION <br /> (N) MINERALOGY > o <br /> ,Z ��, U7 J <br /> 0.87 -20-24 Depth 58.5-81.0 same as above <br /> 81.0 <br /> 84.5 <br /> 8ti0 Sp ((ML),hreddish colorjlow moisture coAY <br /> ntent, <br /> v 0.25 (>50) cohesive,hard,plastic If hydrated <br /> 88.0 <br /> i <br /> 88S <br /> Depth 89.5-71.0 FINE SAND WITH SILT <br /> 7110 0.B3 08-14-18 (SM),brown,non-cohesive,moist,stilt, <br /> 71.0 (32) uniform,non-plastic <br /> 74.5 <br /> Depth 74.5-78.0 SILTY SANDY CLAY (ML), <br /> 7bA 13-21-22 brown,with preen mottling,moist,very <br /> 713.0 (43) stili,plastic,cohesive <br /> 78.5 <br /> Depth 78.5-81.0 same as above,increased <br /> BOA 10-13-17 green mattiing <br /> 81.0 (30) <br /> i <br /> 84.5 <br /> Depth 84,5-811.0 SILTY SAND (SM), <br /> ...... fi&0 0:42 22-50 .. ...brown,wet,law.Cohesive,moderate <br /> 6- (50) plasticity.gas odor <br /> s J <br /> i Total Depth-89.5 leek. <br /> f . <br />