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V � <br /> 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 e:SK-81 <br /> Stockton,CA Driller. Frank Ramirez <br /> Project No, D000-330 Method Hollow Stem Auger hole diam.:8" <br /> Logged By: Scott Bittinger <br /> sample Blow Sam to WallDth UTHO Desciipdons.ofMaterials MCIMCIep <br /> 7 No. Count nd odkons PPM <br /> 11 _ <br /> S_____ MW7-41 12 9:50 100 4 5 SW GRAVELLY SAND,sand is medium to coarse�rained�l5 20°��ravel - -- 1 <br /> 12 0 _ up to 112"In diameter,sub rounded,moist,medium dense <br /> 4z <br /> -------- a s / <br /> ------- _---- ___. 4 4 ---- <br /> 4 5 <br /> S MW7-46 11 9:55 100 4 6 CL CLAY,I�2hl brown,damper stiff--.�-._..... _ 3.9 <br /> 4 7 <br /> 4 9 <br /> 4 9 <br /> 5 0 <br /> S MW7-51 8 10:00 100 5 i CL CLAY,light brown_da <br /> Tp.5tiff_....._.__.__._... 0 <br /> 5 2 <br /> 5 3 <br /> 5 4 <br /> 5 5 <br /> --- <br /> S MW7-56 5 10:10_—100 5 s CL CLAY,1iqht brown,!ow percen�e of silt wat soft –--- .0 <br /> 5 – —_ MLSAhIDY SILT,light brown.30%fine grained sand,wet,soft� <br /> 5 7 <br /> 5 D <br /> 6 0 <br /> Comments: <br />