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1 } <br /> 8I0F7 s/ <br /> SIMIS USCS DESCRIPTION CONST. <br /> a <br /> 3" as halt .over 3" base rock. <br /> '- SEL Silt , trace t '_av and fine-grained sand. moderate •' <br /> brown. _amn. siight plasticity. <br /> i ' •• <br /> 5 32 S-5 OVA .= 0 ppm, •. <br /> 8 <br /> Grades to li;ht olive brown. hard. <br /> 50/2 S-10 OVA - 0 pp,_ <br /> i2 <br /> -- .—_._.--------------.,.. ------..----.--- — <br /> W •� , <br /> CL Clay, trace silt and fine-grained sand. light olive :. <br /> = 14 brown. -amp, :7edium plasticity, hard. •; <br /> 0 87 S-15 OVA = 0 ppm <br /> 16 <br /> .. <br /> — --- -----._.._.._------------------...._— •. <br /> 18 SP Sand, fine- =o medium-grained, grayish yellow. <br /> slightly damp. very dense. <br /> 70 <br /> 70/3" J_20 CL Clay, trace silt, moderate olive brown. damn, <br /> medium -)lasticity, hard. <br /> OVA = a ppm <br /> r; <br /> SP Sand with s,;,e silt, trace clay, fine-grained. <br /> 2' moderate yellowish brown, damp, dense. .: <br /> 33 S-25 OVA = 0 ppm <br /> �6 <br /> 28 <br /> CL Clay with s��ne silt and fine-grained sand, -:�derate <br /> yellowish brown, damp, medium plasticit--, hard. <br /> 30 50/2" S-30 OVA = 0 ppm <br /> ( section continues downward ) <br /> LOG OF BORING B6/MW-6 PLATE <br /> U.S.A. Service Station No. 65 <br /> wpoissd csos slr�s 2500 West Lodi Avenue P-9 <br />