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FOGTFIML LOG OF BORING MW#9 <br /> ZZ <br /> ENGINEERING <br /> '12743 PADDY CREEK LANE L0D1. CA 95240 (Page 1 of 1) <br /> PH.(204)36&J M7 FAX(204)367-1163 <br /> MICHAEL&SHARON OLIVAREZ Date Started 4/11/01 Drill Company :SPECTRUM <br /> SITE INVESTIGATION Date Completed :4/11/01 Northing Coord. <br /> 300 S. CALIFORNIA ST. Hole Diameter :8" Easting Coord <br /> STOCKTON, CA Drilling Method HOLLOW STEM AUGER Inspector M.I. <br /> Project#2111 Sampling Method SPLIT SPOON Logged By ER <br /> a� <br /> LL > Well: MW#9 <br /> _ U c «. <br /> c Surf. = cn o Elev.: <br /> s Elev. r� o a 0 a� %Finer <br /> DESCRIPTION a <br /> o U) Ch E o #200 <br /> O :D C7 iM m Sieve <br /> 0 0 r—� Cover(flush) <br /> 5 -5 <br /> 10 -10 <br /> 15 -15 <br /> 20 -20 m 120 <br /> SM SILTY SAND,very fine grained,start <br /> 25 -25 0 <br /> SP SAND, Poorly Graded,fine grained <br /> 30 -30 <br /> SW SAND, medium grained, <br /> 35 -35 <br /> CL SILTY CLAY, <br /> 40 -40 0 <br /> CL SILTY CLAY, <br /> 45 -45 <br /> MS SANDY SILT, <br /> 50 -50 0 <br /> SP SAND, Poorly Graded, fine grained, <br /> 55 -55 ® Grout <br /> SW SAND,Well Graded, medium grained, 2"PVC <br /> 60 -60 <br /> ML SILT <br /> 65 -6510 <br /> SILTY SAND, <br /> 70-- -70 SM 11 <br /> 75---75 r12 <br /> SANDY SILT, <br /> 80 -80 ML 13 <br /> 85---85 14 <br /> SILTY CLAY, <br /> 90 -90 15 <br /> 95 -95 CL r 16 <br /> 100 -100 17 <br /> 105 -105 EM <br /> SANDY CLAY, Seal(bentonite) <br /> 110 -110 CL F19 <br /> 115 F20 <br />