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OVA' SLOW/ 4AWSAMPLE. L J <br /> FT, Mo. 11EC• oE>1CN1/TION MELT <br /> (7 N <br /> COST <br /> L'UIL"IiL Slab <br /> t9 Old a- <br /> 2 ML CLAYEY SILT: dark brown, trace of fine o ?b <br /> sand, damp, firm, low plasticity, 9: <br /> NOSC �Sa4" <br /> 4 :c; o. <br /> ° <br /> aoo b go <br /> •.0•• <br /> SILTY CLAY/CLAYEY SILT; dark yellow 1J° <br /> 8 brown, trace of fine to medium <br /> sand, damp, firm, low plasticity, <br /> Q]PQ <br /> NOSC <br /> 10- <br /> 12— <br /> ML/ <br /> 0 12ML/ <br /> CL Note: boring from surface to 17 feet <br /> 14 is through cuttings from boring °'00 <br /> previous to 5/27/86, <br /> aA o <br /> 16 °. <br /> �Oa. <br /> o <br /> 18 J.p:Oti:• <br /> � n <br /> ' id�•A <br /> 20 SILTY CLAY/CLAYEY SILT: pale yellow Q':o•�p <br /> brown, trace of black and red :°�'�'• <br /> .O• c'o <br /> streaks (5 to 15 mm in length) o.• a <br /> 22 damp, firm, low plasticity, NOSC <br /> 0 <br /> 24 SILTY CLAY/CLAYEY SILT: pale gray -brown ►��'oo.! <br /> trace of black streaks (5 to 15 <br /> in length) , damp, firm, lows ° <br /> 26 Plasticity, NOSC, vesicular :4.; .9, <br /> Total depth of boring 26 feet. <br /> 28 Logged by David Stavarek 5/27/86. <br /> J.H. KLEINFELDER & ASSOCIATES LOG OF BORING NO.1 PLATE <br /> CIOUCNNICAL CONSULTANTS •MATERIALS TESTING <br /> IANu ANI)WAILR RISoUACtS TRI-VALLEY GROWERS <br /> PROJECT NO. W-1029-1 STOCKTON, CALIFORNIA <br />