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LOG OF SOIL BORING <br /> FM <br /> Li BORING B-2 <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 /> t Drilled By: Twining Laboratories Drill Type: CME-75 <br /> y Auger Type: HSA 6 5/8 inch Dia. <br /> L Depth to Groundwater: Elevation: <br /> WL SYMOM <br /> {t..t MMM" symewsymew Oscs Soil Description t Ramrta <br /> L <br /> AND FIELD TEST DATA <br /> 0 .......... .......................................... <br /> SM. .. "'Asphalt <br /> SAND ..... <br /> ...... ..... . ................. <br /> , Silty; dark.. brown.. ..... <br /> (7.5YR, 3/2), very fine to <br /> ` fine grained sand, poorly <br /> graded, 25% silt, non—bedded, <br /> dry <br /> L 5 2/6 Light olive brown (2.5Y, 5/6), 3 PID = 2.9ppm <br /> 1/6 fine grained sand, 35-40% <br /> 2/6 silt, damp <br /> 10 5/6 Strong brown (7.5YR, 5/6), PID = 4.8 �� <br /> 9/6 fine grained sand, partiiallppm y 27 <br /> L 18/6 cemented, 20-25% silt <br /> 15 4/6 Olive yellow (2.5Y, 6/6) PID = 6.2ppm <br /> 6/6 12 <br /> 6/6 <br /> L20 115/6 Brown"(7.5YR, 5/4), poorly PID = 8.5ppm <br /> 27/6 bedded, 5% clay, 30% silt, 62 <br /> 35/6 slightly damp <br /> L <br /> L 25 8/6 Light olive brown (2.5Y, 5/4), PID = 11.6ppm <br /> 10/6 fine to very fine grained 18 <br /> 8/6 sand, 35% silt, moist <br /> L <br /> 30 8/6 <br /> 14/6 30 <br /> 16/6 <br /> Notes: <br />