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PAGE 1 OF 9 <br /> BORING MW9-A/B <br /> DATE DRILLED June 22, <br /> Western Geo-Engineers 1 SAMPLE INTERVAL <br /> BORE HOLE LOG OwATER <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 18, <br /> WOODWARD Drilling WATER 12 5 feet B - 2"to 29 8 <br /> REMARKS U ERF T 5 FEET PUSH CORE WITH 3"C B <br /> TO 30 FOOT DEPTH DRILL 8"HOLLOW STEM AUGER BORINGS TO INSTALL A <br /> _ F fah A K 1�C)NM7C.D <br /> ,1O-6. V B <br /> �- I— Of C'LL C3LLI <br /> CORE DESORPTIONARKS <br /> ow m0a <br /> Asphalt 4 inch thick <br /> 00 Road Base S inches thick <br /> 4' - <br /> CIay, brown, silty, no odor (CH-ML) <br /> 8 <br /> 00 <br /> ®12' <br /> 1 Sand, silty, clayey, vfn, micaceous, - - <br /> 16' 0 5 grades to fine wet trace odor SM-S <br /> Clay, gray, w/red oxidation CH - - <br /> 1 San sil cla e of wet SM-SC <br /> 2Q' Clay, silty, gray(CH�-ML) <br /> Sand,vfn, grades to sand/gravel, 0 +! <br /> 24' 00 coarse clean sand, (SM-SC) <br /> 28' <br /> 295 Clay,brown (CH) <br /> 00 <br /> 32' Sand, silty, clayey, vfn (SM-SC) <br /> 36' TOTAL DEPTH DRILLED <br /> MW09A 18 FT, MW09B 30 FT <br /> INSTALL 2 " CASINGS <br /> 40' <br />