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OVA BLOW SAMPLE WELL <br /> NO. USCJ DESCRIPTION CONST. <br /> 3" ASPHALT <br /> 2 0.0 ppmv SILTY SAND - medium grey-brown, damp, cf <br /> little clay, fine grained, well <br /> graded, NOSC. <br /> Lighter color with depth, decreasing <br /> 4 clay. <br /> 0.0 ppmv 7 -2 SAND - medium light brown-yellow, damp, Q <br /> 6 5-5.6 medium to coarse grained, wello. 0: <br /> graded, trace mica, loose, o: <br /> p <br /> _ 8 0 <br /> a ° <br /> eo <br /> l0 ;o <br /> 0.0 ppmv 3 B-2 SAND - medium light brown-yellow, damp, <br /> 10.5-11 medium rained well ° <br /> g graded, trace .Q <br /> _ 12 mica, loose, o <br /> 0 <br /> o Q: <br /> v ° <br /> Q) 14 b. <br /> 0 <br /> G 0.0 ppmv 5 B-2 SP SAND - same as above. <br /> 16 15.5-16 ` <br /> c) 18 so 0 <br /> b <br /> e. <br /> 20 0.0 ppmv 2 B-2 SAND - same as above <br /> 20.5-21 0; <br /> 22 CONCRETE at 21 .5-23.5 feet. <br /> o? <br /> 'O <br /> o <br /> b <br /> 241: Q <br /> a- <br /> _ 0.0 ppmv 57 B-2 SILTY SAND - medium brown-grey, damp, <br /> 26 25.5-26 fine grained, well graded, trace e. <br /> mica, very dense. <br /> o. <br /> 28 io Q <br /> :o u: <br /> O <br /> 301 0.0 ppmv 47 B-2 SM SILTY SAND - medium brown-grey, damp, <br /> 30.5-31 trace clay, very fine to fine <br /> grained, very poorly cemented, trace <br /> J.H. KLEINFELDER & ASSOCIATES CITY OF LODI PLATE <br /> CEOTECNNICAL CONSULTANTS . MATERIALS TESTING LODI, CALIFORNIA G <br /> LAND AND WATER RESOURCES J <br /> PROJECT NO. 24-2038-1 LOG OF BORING MW-2 <br />