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d U Z E—a3I� <br /> Pit) <br /> j stow !AMPLE wELt <br /> /6� ago MSC! 0C3GX1PT1QM COM ST <br /> a <br /> Dirt/unpaved <br /> 2 a <br /> 4 0 <br /> 3 CL CLAY: dark gray with light: brown to a <br /> 6 white mottling, damp, medium to high <br /> 612 16902 a plasticity, stiff. o ti <br /> .� . <br /> ° <br /> 8- <br /> 10- <br /> 10 4 CL/ML SILTY CLAY/CLAYEY SILT: dray brown, (L <br /> 10 damp, trace fine sand, high plasticity <br /> 16903 <br /> 13 little white precipitate stringers <br /> 12 throughout up to 1mm an diameter, <br /> p o <br /> very stiff. p <br /> 0 <br /> w <br /> 14- <br /> 0° °C <br /> LUs <br /> U. 6 0 O. <br /> i 10 CL SILTY CLAY: yellow brown, moist, high <br /> 16- <br /> 9 16904 plasticity, stiff. <br /> R <br /> a <br /> 18- <br /> 20- <br /> 8 20 4 SC CLAYEY SAND: yellow brown with little d g° <br /> 11 qw rust and dark mottling, moist to ° <br /> 12 16905 _wet, predominantly fine grained sand �� a <br /> race medaum,poorly sortea, medium <br /> 22 dense. o <br /> e o <br /> ae °o <br /> 24 <br /> o � <br /> 8 0 0 <br /> O a <br /> 2fi 15 0 <br /> 35 16906 ML SILT. brownish--gray, damp, little to 4 <br /> some clay, non to low plasticity, mino <br /> cementation, hard. o 0 <br /> 28 a m <br /> 00 <br /> ° e <br /> O <br /> 8e N <br /> 30 12 CLAY: blue gray to gray blue, damp- p co <br /> 24 16907 CL moist, trace silt, medium plasticity, 4 � <br /> 32 trace organic fragments, very stiff. _ <br /> MIK LEI NFELDER LOG OF BORING NO. MW-6 <br /> COVE CONTRACTOR 1,1 O <br /> PROJECT No 24-2029-7 STOCKTON, CALIFORNIA <br />