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'1 Y <br /> WEL <br /> Blow$ SamPio USCS NST <br /> / DESCRIPTION CONST.. <br /> Ft. No. <br /> 3 <br /> 50/6" 5-34 ML Sandy silt. trace clay, some rine-°rained sand, <br /> moderate brown, damp. slight plasticity, ard. <br /> OVA = 0 apm <br /> CL Siltv clay_ , trace rine- to coarse-grained sand. light <br /> 3 olive brown. damp, medium plasticity. hard. <br /> 50/2` 5-35 OVA = 0 ppm <br /> 36- <br /> 38- SP Sand, fine- to medium grained, very pale orange , <br /> damp. \'erg• dense. <br /> 4 _ <br /> 90 5-40 OVA - {y Fpr, <br /> 4' CL Clav, sore silt . fine- rc_::ed. :ignt olive brown . <br /> U. very �:.oist . Moderate -1s:sticity. hard. <br /> 0\1 A <br /> 54/5" S-45 _ <br /> ,� SP Sand, trace clay and silt. tire-grained. light olive <br /> tu <br /> a orown. c•:et. dense. a = c1 aprn <br /> a <br /> 5 heaving syncs . Sampling attempted. <br /> 5-5u <br /> Clay, some silt. light dive brown. ;moist, medium <br /> plasticity. hard. <br /> f <br /> OVA = 0 ppm <br /> 5 <br /> f Total depth = 60:� fe=_58- . <br /> Ground-water encountered at 44 feet. <br /> CL Boring terminated at sufficient dentn for <br /> monitoring well. <br /> 6CH <br /> LOG OF BORING B5/MW-5 PLATE <br /> USA Service Station No. 65 <br /> P-$ <br /> 2500 West Lodi Avenue <br />