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SOIL BORING LOG Boring No. MW-7 Sheet 3 of 4 <br /> Client Arco Station 2186 Date 8113101 <br /> Address 3212 North California Street Drilling Company: Woodward Drilling Company rig type:BK-81 <br /> Stockton,CA Driller: Frank Ramirez <br /> Project No, 0000-330 Method Hollow Stem Auger hole diam.:8" <br /> Logged Sr- Scott Bittinger Y <br /> Sa Is Blow Sant iewe0 Depth L�7710 Desciiplions;ofMatertils PID <br /> Type No. Count Time'. Necov. Camitruct Sole 0 LUMN ..and CondlttonE PPM <br /> S MfW7-41 12 9:50 _100_ 4 1 SW GRAVELLY SAND,sand is medium to coarse Rralnedi5-20%o-ravel i <br /> 12 _ up to 112"in diameter,sub rounded,moist,medium dense <br /> a 2 <br /> 4 3 / <br /> 4 4 <br /> 4 5 <br /> S MW7-46 11 9:55 100 4 s CL CLAY,light brown,damp_stiff �.�.----–----�---_—- 3.9 <br /> 17 <br /> 4r <br /> 4 B <br /> 4 9 <br /> 5 0 <br /> S MW7-51 8 10:00 100 5 i CL CLAY,Bight brown,damQ_stiff __ _ _ — 0 <br /> --- -- 8 --–- _ _ ---- --- --------- <br /> 5 2 <br /> 5 3 <br /> s4 <br /> 6 5 <br /> SMW7-56 _ 5 10_:_1.0__10.0 5 s CL CL_AY_,light brown,law perCen a of sitt,wat soft–---_– _0 <br /> 5� —_ SANDY SILT,light brown,30%tine grainedsand,wet,soft _ <br /> 5 7 <br /> 5 8 / <br /> 5 9 <br /> s 0 <br /> Comments: <br />