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h+L <br /> !LOW 1�NPLL <br /> PID ro, M0 VSC! of3cM-rr'04 <br /> Asphalt <br /> 2- <br /> 4- <br /> 4 <br /> 5 <br /> 5 0 ! 5 11869 MF. SILT: medium yellow brown, damp-moist, trace <br /> fine sand, trace-little clay moderate <br /> plasticity, trace orgnnic fragments, medium <br /> 8 \ stiff <br /> 4 <br /> 1Q 5 <br /> 0 4 11870 SM SAND: medium orange brown, damp-moist, little <br /> silt, fine sand, poorly graded, loose <br /> 2147 12- <br /> 14- <br /> 7 <br /> 11 same as above with minor to moderate <br /> 16 0 10 11871 cementation <br /> L D1L SILT: light greer.sh grey, damp, trace fine <br /> m sand, little clay, low-moderate plasticity, <br /> 18 very stiff <br /> driller notes softer drilling at 17 feet <br /> 2 - <br /> 20 2 CL <br /> 0 3 11872 CLAY: greenish gr.y, moist, high plasticity, <br /> smears, soft <br /> 2242 22- <br /> 24- <br /> 2 <br /> 3 <br /> 26 +10 5 11873 ML SILT: blue grey, moist, little to some clay, <br /> low plasticity, medium stiff, hydrocarbon <br /> odor <br /> '28 <br /> 3 <br /> 30 6 0 5/2 11874 SILTY CLAY/CLAY1_Y SILT: grey brown, moist, <br /> moderatelasticity, medium stiff <br /> 1 <br /> Total depth of boring 30 feet. Backfilled with cement/bentonite <br /> Logged by J.S. Raugust on 1/28/88. slurry on 1/29/88. <br /> LOG OF BORING NO. B-1 PLATE <br /> J.N. KLEINFELDER & ASSOCIATES K04UNOCAL. SS# 2$59 <br /> t;t UttCHNICAL CONWLIANIS•MAItRIAts rtstimc - - <br /> t.N ANP IlrMIMPOR4t, PACIFIC &.WALNUT <br /> PROJECT 610: 24-2031-1 7 1 STOCKTON, CALIFORNIA <br /> sl eae� <br />