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LOG OF SOIL BORING <br /> L -- BORING B-6 <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 /> SOIL $1fse= <br /> fejt AIO�TEyST TA USC Soil Description M0tMr R.maNcs <br /> L ......................................................... <br /> ... . .. ............. ...As halt <br /> SW P.................... <br /> ......... ... ..................... <br /> SAND; light yellowish brown <br /> (2.5Y. 6/4), very fine to <br /> medium grained sand, well <br /> graded, 3% fines, non—bedded, <br /> 5 "+ .J Dark grayish brown (2.5Y, 4/2) <br /> SP—SM damP.............................. ... . PID = 4.4ppm <br /> I�:C is 3/6 . .......... 5 <br /> i:r F• 2/6 SAND, with Slit; olive yellow <br /> (2.5Y, 6/6). fine grained <br /> L 4XC f sand, poorly graded, 10-15% <br /> i i i• silt, slightly damp <br /> 1z V4 <br /> 10 .. <br /> ...... .. . <br /> /6 .D......... <br /> 506 <br /> SM SAND, Silty; light ellowish 100 PID = 3.2ppm <br /> 50/6 brown (2.5Y. 4�. very fine <br /> to <br /> medium gra nod sand, well <br /> graded, 15-20% silt, <br /> partially cemented, dry <br /> 15 . . . . . 7/6 ........ ...................................................... <br /> SP SAND; light olive brown <br /> PID = 3.5ppm <br /> 9/6 (2.517 <br /> Y, 574), medium grained <br /> sand, poorly graded, 5% fines, <br /> L damp <br /> —20 i .... . .. .. ... ........................ Ip = 5 PP <br /> 10/6 SM SAND, Silty light olive <br /> 5 5 P .0 m <br /> 16/6 brown (2. Y, /6). very fine 2e <br /> to coarse grained angular <br /> sand, well graded, magnesium <br /> oxide blebs and 1-2mm <br /> stringers, 40-45% silt, <br /> weak) bedded, slightly dam <br /> L25 Bottom of Boring <br /> 30 <br /> Notes: <br /> L <br />