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WELL <br /> PID BLOW SNO�e uaea Of 3C AIFT IOM Collar <br /> 0 (2 pmv) <br /> Asphalt sand & gravel subbase o <br /> 2 <br /> 3 18129 CL SILTY CLAY: dark brown, moist, vertical <br /> NR 3 root holes. <br /> 4 <br /> ' 2 dark gray to black <br /> 4 500 4 CLAYEY SILT brown to yellow brown, <br /> wet, 5-10% fine sand. <br /> 8 _ <br /> 10 3 grab ML SILT brown, wet, 10-15% fine sand, <br /> ' 4 5-10% clay cemented nodules 3-10mm <br /> 7 in size - <br />! 12 _ <br /> -7- <br /> 14- <br /> 14 -LU 5 grab SP SAND brown, wet, fine-medium grained, - <br /> U_ 7 20-30% silt, weakly cemented nodules <br /> Z 11 3-10mm in size <br /> = 16 -_ <br /> decrease in silt contentUj - <br /> ❑ SP SAND dark brown, fine-coarse moderately <br /> 18 graded, becomes coarser with depth <br /> ' 20 grab GW SANDY GRAVEL: dark brown, wet, 2-5% -_ <br /> silt, fine-coarse angular to well-- <br /> rounded gravel, predominantly lithics, - <br /> ' gravel to 60mm in size, well graded. <br /> 22 <br /> GW <br /> ' 24 5 grab ML SANDY SILT. brown to yellow-brown, <br /> 7 moist to wet, fine-medium grained <br /> 11 predominantly fine grained. <br /> ' 26SILT brown to yellow-brown, moist to <br /> wet, 20-30% fine sand, 15-25% clay, 15% <br /> cemented nodules 3-8mm in size <br /> 28 Boring terminated at 24 ft. <br /> Boring logged by David Stavarek 9/15/8 i <br /> ' 30- <br /> 32 <br /> PLATE <br /> KLEIN F F L D E R BORING LOG NO. MW-3 <br /> JORDAN REAL ESTATES 7 <br /> ' <br /> TRACY, CALIFORNIA <br /> PROJECT 140 24-1132-20 <br />