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B-5 <br /> SAMPLE DATA SOIL PROFILE <br /> x <br /> m o <br /> E r 0 E n Drilling Method: 4-1/4" ID Hollow Stem Auger <br /> o° rn r <br /> Z> U. C7 to <br /> n m n H t to Ground Elevation (It): 16.0 <br /> m m m u �' 2 CL N <br /> a N-e UN m :1 a D <br /> 0 W= Dark brown WOOD waste with silty sand and <br /> up to 6-inch size rock (medium dense, <br /> moist) (fill) <br /> QL Brown and gray organic SILT and SILT with <br /> 1 b2 9 44.6 1 fine sand, organic fragments. and gravel <br /> (medium stiff, moist) (fill) <br /> — 5 -F45.1 -_ <br /> 2 b2 28 116 SP Light gray, fine SAND (medium dense, <br /> moist) (filll <br /> SP Gray, fine to medium SAND with occasional ATO <br /> 3 b2 17 24.6 organic fragments (medium dense, well <br /> (fill) <br /> 10 SP Gray, fine to medium SAND with silt and - <br /> 4 b2 9 22'6 -SM occasional lenses of organic fragments and <br /> IFCI silt (loose, well <br /> 5 b2 9 23.4 <br /> IFC] <br /> IFCI <br /> 15 <br /> 6 b2 20 207 Becomes medium dense and grades with trace <br /> 20 of gravel and coarse sand <br /> Boring Completed 06/01/95 <br /> Total Depth 20.0 It. <br /> 25 — <br /> S <br /> a <br /> _ 30 <br /> 8 <br /> i <br /> d <br /> s <br /> 8 Notes: 1. Stratigraphic contacts are based on field interpretations and are approximate. Refer to the <br /> o text for an explanation of subsurface conditions. <br /> 3 2. Refer to "Soil Classification System and Key" figure for explanation of graphics and symbols. <br /> Boring B-5 Figure A-6 <br />