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Hfi T LOG OF SOIL BORING <br /> LABOR <br /> BORING B-4 <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 /> LDepth to Groundwater: Elevation: <br /> SA�MPLERRuSCS <br /> Dnee Soil Description t� Remarks <br /> IANC FIELD DATA <br /> `. :As halt......................................... <br /> SP—SM •. .P........................... ...... ...... <br /> r SAND, with Silt; dark gray <br /> 4,44i. (7.5YR, 4/7), fine to medium <br /> grained sand, poorly graded, <br /> L *G 10-15% silt, non—bedded, <br /> i r slightly damp <br /> 5 •..• 2/6 SM PID = 5.5ppm <br /> .. ....... .. . .......... .... .. <br /> 6 SAND, Sil 11 ht olive 4 <br /> 2/6 brown (2. Y, 5/3), 40% silt, <br /> damp <br /> L <br /> 10 8/6 Brown (7.5YR, 5/4), very fine 25 PID = 4.9ppm <br /> 12/6 to medium grained sand, well <br /> 13/6 raded, 25 30% silt, 5% clay <br /> ....... . ..`�................-.......................... ....... <br /> SP SAND; strongbrown <br /> L <br /> (7.5YR, 5/6 ,medium to coarse grained sand, poorly <br /> graded <br /> 15 / PID = 4. <br /> ...... .. . ..............y .... <br /> = 14/6 SM SAND, Silt ; brown 31 <br /> L 17/6 (7.5YR, 5/4), fine to medium <br /> grained sand, trace magnesium <br /> oxide staining, very weakly <br /> bedded, 15% silt <br /> L20 11/6 Strong brown (7.5YR, 5/6), PID = 4.6ppm <br /> 19/6 very fine to medium grained 46 <br /> 27/6 sand, well graded, weakly <br /> cemented, 30% silt, slightly <br /> L dam <br /> Bottom of Boring <br /> L 25 <br /> L <br /> 30 <br /> L <br /> LNotes: <br />