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aloq o? a?S oSE?1 C <br /> OLOW 3wuI1.1c WELL <br /> NO L3C3 Of 3C All T IaM COM3T <br /> a <br /> Asphalt sand & gravel subbase op o. <br /> 2 4 off. SILT TO CLAYEY SILT dark brown, olive <br /> 7 brown and darkra <br /> 9 18121 g Y� moist <br /> b CL SILTY CLAY brown to dark brown with <br /> 4 9 some dull black stain, moist , blocky <br /> 10 18122 appearance, several vertical voids <br /> 6 SILT <br /> 8 - <br /> IML SILT light brown to yellow brown, - <br /> 3 wet, 10-15% clay <br /> iO b - <br /> 9 - <br /> 12 SAND dark brown, wet, fine-medium - <br /> Qrained 20--307 silt & clav, oorly -_ <br /> graded -_ <br /> 14- <br /> LL- <br /> 6 <br /> 4 s SP - <br /> ? 16 9 - <br /> a. <br /> 10 <br /> LU <br /> i a <br /> � a <br /> SAND dark brown, wet fine-medium I <br /> 20 7 ;rained, predominantly fine grained, - <br /> 9 - <br /> LO MZL SANDY SIFT yellow brown, moist, fine- - <br /> 22 medium grained, 10--15% clay - <br /> 24- <br /> 7 SII. SILT light brown, wet, 15-20% clay, <br /> 9 5-10% fine sand, 1% coarse sand, 2-47 <br /> 26 11 cemented tabular nodules , 5-40mm in srze <br /> 28Boring terminatea at 25.0 ft <br /> Boring logged by David Stavarek 9/14/88 <br /> 30- <br /> 32 <br /> t <br /> P�ATE <br /> KLEINFELDER <br /> BORING LOG NO. MW-1 <br /> JORDAN REAL ESTATES <br /> PROJECT wo 24-1132-20 <br /> TRACY, CALIFORNIA <br />