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SOIL BORING LOG Boring No. MW-6 Sheet 2 of 4 <br /> Client Arco Station 2186 Date 811+4101 <br /> Address 3212 North California Street Drilling Company, Woodward Drilling Company rig type:BK-81 <br /> Stockton,CA Driller. Frank Ramirez <br /> Project No. DODO-330 Method Hollow Stem Auger hole diem.:8' <br /> Logged B . Scott 131ttin er <br /> Sam le 8Eow Sample well Depth LSO 60$010,1iuns of Materials PID <br /> Tyi>e I Na. Count Tine Recov. Construct Scale COLUMN and 0:4ttons PPM <br /> 13:47 100 2 1 SM SILTY SAND,yellow brown with black manganese;35-40%fines: <br /> -----------.�--- -- ------------- ^------- — _—______ ..--^ <br /> _ sand is fine grained,damp,medium dense <br /> 2 2 <br /> a3 <br /> 2 4 <br /> 26 <br /> 11 13:54 65 2 e SM SILTY SAND 25'-26.1',red brown,15-20%fines,sand is fine grained <br /> 15 _ SAND 26.1'-28.5',red brown,5-15%flnes,sand is fine grained, <br /> 2 7 damp,medium dense <br /> 2a / <br /> 2 9 <br /> 12 <br /> 20 <br /> S MW6-31 17 14:00 80 3 1 SM SILTY SAND,light brown with orange mottles,25%fines,75%fine 1 <br /> --._. ..._. - .. — ...._.... ---- <br /> 24 _ grained sand,damp,medium dense <br /> 3 2 <br /> _13 / <br /> 3 4 <br /> 3 5 <br /> S MW6.36 14:07 80 3 s ML SANDY SILT,red brown,40%fine grained sand,damp,stiff <br /> 3 7 <br /> 3 8 <br /> 3 9 <br /> a 0 <br /> Comments: <br />