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BLOW SAY►L,E WELL <br /> 6' <br /> MO 113C! OElCAI►TIOM CONST <br /> a <br /> Asphalt: sand & gravel subbase o <br /> 2 3 18129 CL SILTY CLAY: dark brown, moist, vertical <br /> 3 root holes. <br /> 4 <br /> 2 dark gray to black <br /> 4 4 <br /> 4 CLAYEY SILT: brown to yellow brown, <br /> wet, 5-10% fine sand. - <br /> fi NII - <br /> 8- <br /> 7= <br /> 10 3 grab 11L SILT brown, wet, 10-15% fine sand, - <br /> 4 5-10% clay cemented nodules 3-10mm _ <br /> 7 in size. <br /> 12- <br /> 14- <br /> LU <br /> 2 14 LU5 grab SP SAND: brown, wet, fine-medium grained, - <br /> az 7 20-30% silt, weakly cemented nodules -_ <br /> z 11 3-10mm in size. - <br /> r <br /> 16- <br /> CL <br /> 6 CL decrease in silt contentLU - <br /> � SP SAND: dark brown, fine-coarse moderatel <br /> 18 graded,becomes coarser with depth. <br /> 24 grab GW SANDY GRAVEL. dark brown, wet, 2-5% - <br /> silt, fine-coarse angular to well- <br /> rounded gravel, predominantly lithics, _ <br /> 22 gravel to 60mm in size, well graded. - <br /> GW <br /> 24 5 grab 14L SANDY SILT: brown to yellow-brown, <br /> 7 moist to wet, fine-medium grained <br /> 11 predominantly fine grained. <br /> 26 SILT: brown to yellow-brown, moist to <br /> et, 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 <br /> 3o- <br /> 32 <br /> PLATE <br /> 16", KLEINFELDER BORING LOG NO. MW-3 <br /> JORDAN REAL ESTATES <br /> PRoJECT So 24-1132-20 TRACY, CALIFORNIA <br />