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PAGE-L OF <br /> BORING TH1 <br /> DATE DRILLED 03/26/98 <br /> Western Geo-Engineers ' SAMPLE INTERVAL <br /> BORE HOLE LOG VWATER <br /> PROJECT SANCHEZ PROPERTY GEOLOGIST SURFACE -4 FEET <br /> D THRELFALL ELEVATION AMSL <br /> LOCATION 1876 COUNTRY CLUB DRILLER TOTAL DEPTH <br /> BLVD STOCKTON CA E FOORSTRUM 40' <br /> DRILLING CONTRACTOR DEPTH TO CASING None <br /> WOODWARD DRILLING WATER 7 0' <br /> REMARKS <br /> I- O <br /> L z L CD <br /> Li <br /> 3 CORE DESCRIPTION �2_ REMARKS <br /> IL <br /> 2: c - <br /> LL �E __j <br /> ❑ c El i <br /> BLACKTOP AND ROADBASE <br /> MED SAND,FILL MATERIAL, <br /> MODERATE PETROLEUM ODOR <br /> 5' ui <br /> w TOP 25 FEET DRILLED <br /> O <br /> o WITHOUT SAMPLING <br /> U <br /> 10' w <br /> r <br /> z DAMP PLASTIC CLAYAND SILT <br /> WITH PETROLEUM ODOR <br /> 15' z <br /> a <br /> U <br /> 20' m <br /> c� <br /> w <br /> 25. FINE-MEDIUM GREEN-GRAY SAND TOP OF WATER <br /> TH1-25 5 3 64 0 PETROLEUM ODOR AT 10-15 FEET BGS <br /> ODURING COLECTION <br /> OF SOIL AND WATER <br /> 30' _ TH1-30 5' (D 8 3 REDDISH BROWN CLAY AND SILT SAMPLES <br /> O WITH FINE SAND <br /> TTH1WATER o <br /> 35' 33'-35' 0 <br /> TH1-36 0' 3: 370 STIFF GRAY CLAY,DRY <br /> O <br /> J <br /> W <br /> 40' p I TOTAL DEPTH <br /> TH1-40 5' 620 STIFF GRAY CLAY,DRY 40 FEET <br /> U <br /> YYHi WATER <br /> 45' 43'-45' JO I FINE SAND WITH GRAY CLAY NOTED <br /> U ON HYDROPUNCH TOOLLu <br /> ` <br /> CL <br /> 5 O_rpeo <br /> C <br /> AC L <br /> It 3037 <br /> Vrr^ <br />