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tA�e <br /> LOG OF SOIL BORING <br /> LBORING B-3 <br /> Project: Cherokee Service Project Number. A91701.01 <br /> Location: 303 South Cherokee Lane, Lodi, California Date Started: 12/5/95 <br /> Logged By: S. Rowe Date Completed: 12/5/95 <br /> LDrilled By: Twining Laboratories Drill Type: CME-75 <br /> Auger Type: HSA 6 5/8 inch Dia. <br /> LDepth to Groundwater: Elevation: <br /> SOIL(t..� slu�L S S uscs Soil Description o'r Rei. rks <br /> L AND AELD o DATA <br /> 0 ............ ........ ........ <br /> . ... <br /> ... <br /> SM .. ow ....... <br /> . <br /> SAND, Sill lightyeII <br /> brown (2. Y, /3 , <br /> very fine <br /> L to coarse angular sand, well <br /> graded, 40% silt, non—bedded, <br /> damp <br /> 5 1/6 PID = 12.2ppm <br /> 1/6 2 <br /> 1/6 <br /> -10 3/6 Brown (7.5YR, 5/3), very fine t 0 PID = 3.5ppm <br /> 4/6 to medium grained sand, 5-10% <br /> 6/6 clay, low plasticity, 50% <br /> silt <br /> L <br /> -15 <br /> 7/6 Strong brown (7.5YR, 5/6), 37 PID = 0.7ppm <br /> 16/6 medium grained sand, poorly <br /> L 21/6 graded, 15-20% silt, moist <br /> �. 2a30/6 Brown (7.5YR, 5/4), 25% silt PID = 1.5ppm <br /> 31/6 65 <br /> 34/6 <br /> Bottom of Boring <br /> 25 <br /> L <br /> 30 <br /> LNotes: <br /> i <br /> 4 <br />