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LOG OF SOIL BORING <br /> BORING B-7 <br /> Project: Cherokee Service Project Number. A91701 .01 <br /> LLocation: 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 /> LDepth to Groundwater: Elevation: <br /> t..rWain SYMOM uscs Soil Description t Remarks <br /> L AND HELD TEST DATA <br /> 0 ,As halt......................................... <br /> SMP- ................... <br /> SAND, Silty; light olive <br /> L brown (2. Y, /4), very fine <br /> to fine grained sand, poorly <br /> graded, 50% silt, non—bedded, <br /> damp <br /> L 5 2/6 PID = 3.4ppm <br /> 1/6 3 <br /> 2/6 <br /> L <br /> L <br /> 10 6/6 Brown (7.5YR, 5/3), very PID = 3.7ppm 10/6 fine to medium grained sand, 21 <br /> 11/6 well graded, very weakly <br /> bedded <br /> 1 4/6 PID = 3.7ppm <br /> 1416 24 <br /> L i:, Cl 10/6 SP—SM SAND, with Silt; light olive <br /> ;:,:f•r brown (2.5Y, 5/4), medium <br /> grained sand, poorly graded, <br /> f�;ii• 5-10% clay, 10-15% silt, iron <br /> L oxide blebs and stringers, <br /> 20 •• weak) bedded <br /> 24/6 ...........Y................................:........... PID = 3.7ppm <br /> SM SAND, Silttyy; light ellowlsh 60 <br /> 32/6 brown (2.5Y, 5/4�, very fine128/6 <br /> to coarse grained sand, well <br /> graded, 20% silt, 5-10% clay, <br /> partially cemented, slightly <br /> dam <br /> L25 Bottom of Boring <br /> 30 <br /> L <br /> LNotes: <br /> L <br />