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LOG OF SOIL BORING <br /> LLABORM BORING B-5 <br /> Project: Cherokee Service Project Number. A91701 .01 <br /> Location: 303 South Cherokee Lane, Lodi, California Date Started: 12/6/95 <br /> Logged By: S. Rowe Date Completed: 12/6/95 <br /> LDrilled By: Twining Laboratories Drill Type: CME-75 <br /> Auger Type: HSA 6 5/8 inch Dia. <br /> Depth to Groundwater: Elevation: <br /> 30L SYMNIM <br /> MIMMIMsA�IIUM SYINNIM U= Soil Description �O�Iper <br /> AND AMID MID TEST DATA <br /> 0 ...... ......................................................... <br /> SM '-Asphalt........................................... <br /> SAND, Silty; dark gray <br /> (7.5YR, 4/1), fine grained <br /> L sand, poorly graded, 35-40% <br /> silt, 5-10% clay, non-bedded, <br /> slightly damp <br /> L 5 14/6 Light brown (7.5YR, 6/3), PID = 4.9ppm <br /> 3/6 ve fine to fine grained 7 <br /> 4/6 sand, 25-30% silt <br /> 10 <br /> HTIT <br /> 24/6 <br /> L ,'f�:tt: 29/6 SP-SM SAND, with Silt; brown 65 PID = 4.3ppm <br /> .4:�}i 36/6 7.5YR, 5/4), very fine to <br /> 1: Me grained sand, poorly <br /> aX ` graded, weakly cemented, 5-10% <br /> ` .i;r C i' silt, dry <br /> LfXE1: <br /> 15 6/6 ........ ......................................... ........... 10 — 3 <br /> 6/6 SP SAND; light yellowish brown 3 - PP <br /> g P 3.9ppm <br /> 7/6 (2.5Y, 6/4), medium to coarse <br /> subrounded sand, poorly <br /> graded, non—bedded, damp <br /> L .. ...... . ... d . . n.. .................. ID = 4. PP <br /> 20 .... .. 10/6 . ..... <br /> 18/6 ML SILT, Sand brown 37 P 2 m <br /> 19/6 (7.5YR, 5/3), very fine to <br /> L ffine grained sand, weakly <br /> bedded, dark magnesium oxide <br /> stringers and blebs <br /> throughout, 0.5-1mm stringers, <br /> 40% sand, 5% clay, low <br /> 25 lasticit , slightly dam <br /> Bottom of Boring <br /> 30 <br /> L <br /> LNotes: <br /> L <br />