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FOOTHILL LOG OF BORING W#5 <br /> EN_GINEE12793PDY CREEK_RIN_G <br /> PH.N2m 36B-QMI FAX 0204?367-1163 <br /> (Page 1 of 1 <br /> MICHAEL&SHARON OLIVAREZ Date Started 05/03/00 Drill Company :SPECTRUM <br /> SITE INVESTIGATION Date Completed 05/03/00 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 U ell: MW#6 <br /> C Surf. Lo o c <br /> t Elev. d a) U a� %Finer <br /> rD v <br /> 0 <br /> o DESCRIPTION 3 #200 <br /> C9 Mm p Sieve <br /> 0-0 Cover(flush) <br /> 5 -5 <br /> 10 -10 <br /> 15 -15 <br /> 20 -20 <br /> ML SANDY SILT, ,start <br /> 25 -25 <br /> SP :. SAND, Poorly Graded, 0 <br /> 30 -30 <br /> SILT <br /> 35---35 ML <br /> 40 -40 <br /> SAND, Poorly Graded, F5 <br /> 45---45 <br /> © Grout <br /> 50 50 SP 0 2"PVC <br /> 55 -55 <br /> 60 -60 <br /> CL CLAY <br /> 65---65 <br /> SP SAND, Poorly Graded, 10 <br /> 70 -70 <br /> ML SANDY SILT, 11 <br /> 75---75 <br /> SP r SAND, Poorly Graded, 12 <br /> 80 -80 <br /> ML SANDY SILT, 13 <br /> 85 -85 <br /> SILTY CLAY, 14 <br /> 90 -90 CL 15 <br /> Seal(bentonite) <br /> 95- <br /> --95 <br /> CL CLAY,stiff, 16 <br /> 100 -100 CL ` <br /> 17 5 <br /> SILTY CLAY, <br /> 105 -105 <br /> 110 -110 <br /> 115 <br />