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SOIL BORING LOG Boring No. MW-6 Sheet 2 of a <br /> Client Arco Station 2186 Date 8/14101 <br /> Address 3212 North California Street Drilling Company. Woodward Drilling Company rig type:BK-81 <br /> Stockton,CA Driller. Frank Ramirez <br /> Project No. DODD-330 Method Hollow Stem Au eq r hole diam_:S' <br /> Logged By: Scott Sittinger <br /> Sample Blow Se k We[I Depth I J1 HC Descriptions or A4ateih' PID <br /> T No. Count Time Racov. Construct. Scale COI.UMIN and Conditions PPM <br /> 13:47 - 100 2 1 SM SILTY SAND,yeliow brown with black manganese_35-40%o fines, . <br /> ...-.,.... ___ ......... ------- <br /> _ sand is fine grained,damp,medium dense <br /> 22 <br /> 23 <br /> 2 4 <br /> 2 5 <br /> .� 11 13:54 65 2 6 SM SILTY SAND 25'-26.1%red brown,15-20%fines,sand is fine rained– �^ <br /> SP SAND-26.1'26.5,red brown,5-15%fines,sand Is fine grained, ---- <br /> _____ 2 7 damp,medium dense <br /> 2 8 / <br /> 2 9 <br /> 3 0 <br /> 12 <br /> S M_W6-31 _ 17 14:00 8_0 _ 3 1 $M _SILTY SAND,light brown with_or_anoe mottles,25%fines,75%fine <br /> -� T24 -^« –– �_ grained sand,damp,medium dense <br /> 3 2 <br /> 3 4 <br /> 35 <br /> S^ MW6.36 -- 14:07 60 3 B ML SANDY SILT,red brown,40%fine-grained sand,damp_stiff —_ _ -1- <br /> 3 7 <br /> EE_ 3 B / <br /> 3 B <br /> 4 0 <br /> Comments: <br />