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PAGE 1 OF 1 <br /> BORING MWS-AIB <br /> . DATE DRILLED June 22, <br /> Western Geo-Engineers 1 SAMPLE INTERVAL <br /> BORE HOLE LOG YWATER <br /> PROJECT SANCHEZ GEOLOGIST SURFACE <br /> GEORGE CONVERSE ELEVATION <br /> LOCATION 1904 COUNTRY CLUB DRILLER TOTAL DEPTH 30 FT <br /> STOCKTON CA Rick Barragan <br /> DRILLING CONTRACTOR DEPTH TO CASING A - 2"to 19' <br /> WOODWAI D Drilling WATER 11 8 feet B - 2"to 28' <br /> REMARKS RF T 5 FEE D T U H WI 3" BARRE <br /> TO 30 FOOT DEPTH DRILLS" HOLLOW STEM AUGER BORINGS TO INSTALL A <br /> o "S £Ey,1Q B <br /> Lj- z �11 CD <br /> C <br /> 0 <br /> Lu <br /> 3 CORE DESORPTION �' REMARKS <br /> o _ <br /> w m z <br /> ❑ cn Q-1 <br /> Asphalt 3 inch thick <br /> 0 0 Road Base 3 inches thick <br /> 4' a rown no 0 or � . <br /> Clay, brown, silty, no odor (CH-ML) <br /> 3 <br /> $ 01 ` <br /> X12 la dark '\ <br /> 12 5 y� gray, silty, no odor (CH-ML <br /> Sand, silty, clayey, vfn, m1caceous, _- - - - <br /> 16, 02 wet, trace odor (SM-SC) <br /> Sand fine - coarse wet SM <br /> 20' 4 6 Clay, and gray, silty (CH-ML) <br /> Sand, silty, clayey,vfn, rmcaceaus, - - <br /> 24' 3 4 grades into a fine clean sand, coarse <br /> sand, wet, trace odor (SM-SC) <br /> 28' 06 Clay, rnd gray, silty (CH-ML) <br /> 29-9-3 - <br /> 32' <br /> 36' TOTAL DEPTH DRILLED <br /> MW08A 19 FT, MW08B 30 FT <br /> 40' INSTALL 2 " CASINGS <br />