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r <br /> ' PID B/6L 0* 3\iYOPLE USCS DeSCA IP 710,1 ONSr <br /> 0 <br /> (ppmv) �s <br /> Asphalt- sand & gravel subbase oQ o <br /> 2 4 ML SILT TO CLAYEY SILT dark brown, olive <br /> 7 brown and dark gray, moist <br /> NR 9 18121 <br /> ' 6 CL SILTY CLAY brown to dark brown with - <br /> 4 9 some dull black stain, moist, blocky <br /> NR 10 18122 appearance, several vertical voids <br /> ' 6 SILT <br /> 1 8 - <br /> ML SILT light brown to yellow brown, <br /> 3 wet, 10-15% clay <br /> 10 6 <br /> 1 9 <br /> 12 SAND dark brown, wet, fine-medium <br /> ' rained 20-30% silt & clay, oorl <br /> graded. _ <br /> M <br /> 14— <br /> LU <br /> LU <br /> ' " 6 SP <br /> x 16 9 = <br /> 10 <br /> a - <br /> m <br /> 18 - <br /> 20 SAND dark brown, wet fine-medium <br /> 7 grained, predominantly fine grained, _ <br /> 9 1 3-5Z - <br /> ' 10 ML SANDY SILT yellow brown, moist, fine- <br /> 22 medium grained, 10-L5% clay. <br /> 1 24 - <br /> 7 ML SILT light brown, wet, 15-20% clay, <br /> 9 5--10% fine sand, 1% coarse sand, 2-4% <br /> r26 11 cemented tabular nodules, 5--40mm in sEze <br /> 1 28Boring terminated at 25 0 ft. <br /> Boring logged by David Stavarek 9/14/88 <br /> 1 30- <br /> 32 <br /> PLATE <br /> Ilk" KLEI NFELDER BORING LOG NO. MW-1 <br /> JORDAN REAL ESTATES 5 <br /> ' PROJECT No 24-1132-20 TRACY, CALIFORNIA <br />