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OVA BLOW SAMPLE J WELL <br /> HO. USCS DESCRIPTION CONST. <br /> 0 <br /> 3" ASPHALT <br /> o. <br /> SM SILTY SAND - medium brown7 grey, damp, ; <br /> 2 trace clay, fine grained, well c <br /> graded, NOSC. <br /> 4- <br /> 0.0 ppmv 11 B-1 SP SAND - light grey yellow, damp, trace <br /> 6 6-6.5 fine-medium-coarse sand, well <br /> graded, loose. a' <br /> o? <br /> 8- <br /> 10 <br /> 10 0.0 ppmv 51 B-1 10- SILTY SAND - medium orange-brown, damp, eO o <br /> 10.5 fine grained, well graded, very <br /> o: e. <br /> poorly cemented, very dense. o <br /> 12 ;. <br /> — �s <br /> I.0 <br /> v 14 <br /> k, <br /> 0.0 ppmv 47 B-1 SM SILTY SAND - medium grey-brown, damp, <br /> 16 15-15.5 trace clay, fine to medium grained, 4. <br /> well graded, dense. .o, o} <br /> f1 0: <br /> Q 18 <br /> 20 0.0 ppmv 22 B-1 SILTY SAND - medium light brown-grey, <br /> 20.20.5 damp, fine to medium grained, <br /> 22 well graded, medium dense. <br /> 24 <br /> 0 ppmv 55 -1 SILT - medium light brown, damp, trace - <br /> 26 25-25.5 clay, minor orange staining, hard. - <br /> 28 <br /> 30 0.0 ppmv 41 -1 SM SILTY SAND - medium grey-brown, damp, -_ <br /> 30.5-31 very fine to fine grained, well <br /> graded, trace mica, dense. <br /> PLATE <br /> J.H. KLEINFELDER & ASSOCIATES CITY OF LODI <br /> GEOTECHNICAL CONSULTANTS • MATERIALS TESTING An LODI, CALIFORNIA - 4LAND AND WATER RESOURCES <br /> LOG OF BORING. MW-1 <br /> PROJECT NO . 24-2038-1 <br />