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LOG OF SOIL BOMNG <br /> BORING B-9 <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 /> Depth to Groundwater: Elevation: <br /> SOK nNIM <br /> j <br /> AMVMFPVMW MDASTA uscs Soil Description +P*r Remarks <br /> I <br /> i 0 ............ .......... <br /> XXz ............................................... <br /> SW—SM SAND, with Silt; li ht olive <br /> xxxx brown (2.SY, 5/3�, very fine <br /> t tx L to coarse angular sand, well <br /> graded, 5-107. fines, 5% clay, <br /> ++ non—bedded, dry <br /> tttt <br /> 5 xxxx. <br /> Lxxx:[: PID = 6.6ppm <br /> tttt� <br /> L xxxx. <br /> :L:L:C:L. <br /> X:1:AX: <br /> 10 1*t PID 3.6ppm <br /> L 131.CV SP—SM Olive yellow (2.5Y, 6/6), _ <br /> a:r •i fine grained sand, poorly <br /> } graded, 5-10% silt, <br /> a:�c►• <br /> 15 ... .. <br /> very <br /> .... .... .... ... <br /> xx:L:L SW—SM Strong brown (7.5YR, 5/8), PID = 12.1 ppm <br /> *'E++ fine to medium grained <br /> ++..... sand, well graded, 20-25% <br /> trrr silt <br /> XXXXI <br /> :L:C:L:L' <br /> 20 *�*' ZS/6 Strong brown (7.5YR, 5/4), PID 3.7ppm <br /> rr i r. 1/66 very fine to coarse angular 51 <br /> L <br /> sand, weakly bedded, weakly cemented, magnesium oxide and <br /> from oxide minor blebs, <br /> 10-15% silt, 5% clay, low <br /> plasticity, slightly dam <br /> L25 Bottom of Boring <br /> L <br /> 30 <br /> L <br /> LNotes: <br />