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tiz <br /> .1 t <br /> G <br /> PID LO n ]awrLY vlC7 Of 1CR1r[In r, <br /> /6 tin, <br /> 0 <br /> Asphalt <br /> -p 2 <br /> CL CLAY: black brown, moist, high plasticity, <br /> soft <br /> 4- <br /> 0 9 11875 ML SIL-.-� medium orange brown, damp-moist, non <br /> 6 plastic, stiff <br /> 5 <br /> 10 7 <br /> I,,y <br /> 0 11 11876 same as above with trace white precipitate <br /> veining <br /> 12 <br /> m 14 3 <br /> v <br /> w 6 <br /> 1 3/4 <br /> 16 11871 <br /> ML SILT: blue grey, moist, little clay, low <br /> o plasticity, medium stiff <br /> 18- <br /> k_t <br /> 8 k,t 20 1 <br /> 0 2 11878 ML CLAYEY SILT: blue grey, moist, moderate <br /> plasticity, very soft, trace wood fragments <br /> 22 very soft <br /> 1 ; <br /> 24- <br /> 5 <br /> 26 6 11 11879 ML SILT: grey brown, moist, trace clay, low <br /> plasticity, stiff <br /> Z8 <br /> 3 ; <br /> 30 6 same as above, sampler saturated free water <br /> 0 7/5 1.1880 in sampler, sample itself was moist <br /> Total depth of boring 30.75 feet. Backfilled with cement bentonite <br /> Logged by J.S. Raugust on 1/28/88. slurry on 1/29/88. <br /> LOG OF BORING N0. B-2 PLATE <br /> I.H. KLEINFELDER & ASSOCIATES UNOCAL SSS 2859 <br /> CIUIICHNICAI CONSULTANTS MAIMAIS [f�IINC - - <br /> I,MIAWE„Alla,III,UIIII11% PACIFIC & WALNUT <br /> PROJECT NO, 24-208 -1"MINEIMMMMI Mini's <br /> STOCKTON, CALIFORNIA <br /> _' <br />