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FOOTHILL LOG OF BORING MW#8S <br /> ENGINEERING <br /> 12793 PADDY CREEK LANE LOD1, CA 95240 (Page 1 of 1) <br /> PH.C2M 368-OM1 FAX C2M 367-1163 <br /> MICHAEL&SHARON OLIVAREZ Date Started :03/21M Drill Company :SPECTRUM <br /> SITE INVESTIGATION Date Completed :03/22/01 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 /> c <br /> Well: MW#8S <br /> _c Surf. _ o CrEI@v.: <br /> t Elev. CO d DESCRIPTION a o <br /> 0 m o <br /> D0-07 c7 U) m C Cover(flush) <br /> 5 -5 <br /> 10 -10 <br /> 15 -15 <br /> 20 20 Grout <br /> SILT,start 2"PVC <br /> 25 -25 ML <br /> 2 <br /> 30 -30 <br /> SAND, Poorly Graded,fine grained, EID <br /> 35 -35 SP O <br /> 4 <br /> Seal(bentonite) <br /> 40 -40 <br /> CL SILTY CLAY, <br /> 45----45 <br /> SAND, Poorly Graded,fine grained, <br /> 50 -50 <br /> SP '-i..- <br /> 55-55 <br /> P55 55 EE <br /> 8 <br /> 60 -60 <br /> SW SAND, Lost Sample,Very Clean <br /> 65 -65 <br /> SP SAND, Poorly Graded,fine grained, 10 <br /> 70 -70 <br /> SILTY SAND, 11 <br /> 75---75 SM '. <br /> 12 <br /> 80 -80 <br /> CLAY 13 <br /> 85 -85 CL <br /> 14 <br /> 90 -90 <br /> ML CLAYEY SILT, 15 <br /> 95 -95 <br /> CL SILTY CLAY, 16 <br /> 100 -100 <br /> SL SANDY CLAY, 17 <br /> 105 -105 <br /> ML SILT 18 <br /> 110 -110 <br /> 19 <br /> 115 <br />