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FOO'1EML LOG OF BORING MW#-1 D <br /> 12749 ADD CREEK LANE UW:iEN, CA 45240 <br /> PH c2M %-9381 FAX t 867_1163 (Page i of 1) <br /> Connell Motor Truck Date Started 0527103 Drill Company Spectrum <br /> Site investigation Date Completed 05129M3 Northing Coord <br /> 2211 N Wilson Way Hale Diameter 8" Easting Coord <br /> Stockton, CA 95205 Drilling Method Hollow core auger Inspector M I <br /> Project#2083 Sampling Method Split spoon Logged By ER <br /> V <br /> L Well MW#1D <br /> c Surf m o Elev <br /> t Elev o cL DESCRIPTION E 3 0 � Cover <br /> 0 <br /> 0 (7 rn M <br /> 0-0 <br /> 5 5 <br /> 10 -10 <br /> 15 -15 <br /> 20 -20 <br /> 25 -25 <br /> SW SAND,Well Graded, <br /> 30 -30 <br /> FROM 30'TO 69'NOT SAMPLED, covered by <br /> 35 -35 sanple analysis for MWA <br /> 40 -40 <br /> 45 -45 <br /> 50 -50 <br /> 55 -55 <br /> 60 -60 <br /> 65 -65 start sample, SANDY SILT,fine grained, <br /> 70 -70 <br /> ® Grout <br /> 75 -75 <br /> ® 2"PVC <br /> 80 -80 ML <br /> 85 -85 <br /> 90 -90 <br /> 95 -95 <br /> 100 -100 <br /> ML SILT <br /> 105 -105 <br /> CL CLAY <br /> 110 -110 <br /> CL SILTY CLAY, <br /> 115 -115 <br /> CL CLAY C� <br /> 120 -120 <br /> SILT <br /> 125 -125 ML FM <br /> 130 -130 <br /> CLAYEY SILT, <br /> 135 -135 <br /> J-S <br /> 140 -140 <br /> ® <br /> 145 -145 Seal <br /> 150 <br /> NDY SILT 25-40%SAND ® §a4Rao#2X#16 <br /> TY SAND 10%<#200 Bottom of bore hole <br />