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SOIL BORING LOG Boring No MW-6 Sheet 2 of 4 <br /> Client Arco Station 2186 Date 8114101 _ <br /> Address 3212 North California Street Drilling Company Woodward Drilling Company rig type BK-81 <br /> Stockton,CA Driller Frank Ramirez <br /> FAP <br /> r No D000-330 Method Hollow Stem Auger hole diarn 8" <br /> Lo ed By ScottBittinger <br /> Sam le Blow Sam le well LITHO Depth Descriptions of Materials PID <br /> Type No Count Time Recon Construct Scale COLUMN and Conditions PPM <br /> 1347 100_ z 1 SM SILTY SAND yellow brown with black manganese,-35-40%fines------------------------- <br /> sand <br /> -------_ ---- --- <br /> sand is fine grained damp medium dense <br /> -------- ------------------------- ------------------ —z z -------------------------------------------------------------------------------------------------- --------- <br /> 2 3 <br /> 2 4 <br /> 2 5 <br /> 9 _ <br /> ---------------- - --- - <br /> 11 1354 ___65___- z 6 SM SILTY SAND 25-26 T,red brown 15-20%fines sand is fine grained <br /> - — - <br /> --- ----- -- -- - -- ---- -- -- -- --- - - ------ <br /> 15 — SP SAND 26 1-'-26 5',red brown,5-15%fines sand is fine grained <br /> z 7 damp medium dense <br /> 2 9 <br /> 3 0 <br /> 12 _ <br /> 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 /> 3 3 / <br /> 3 4 ---------------------------------------------------- --------- <br /> 3 5 <br /> S------ MW6-36 1407 80 3 6 ML SANDY SILT red brown,40%fine grained sand damp stiff 1 <br /> 3 7 <br /> -----` -------------------------- ------------------ ------------------------------ --------- <br /> Ile <br /> - 3 tS / <br /> 3 9 <br /> 4 0 <br /> Comments <br />