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I <br /> B-5 <br /> I <br /> SAMPLE DATA SOIL PROFILE <br /> I o <br /> E r tv Ft <br /> E n° Drilling Method: 4-7/4" ID Hollow Stem Auger <br /> i- 0 V) T <br /> ya) Z> IL 0> <br /> cm c H . Ground Elevation (ft): 16.0 <br /> w la <br /> m . E c • xr 0 <br /> O Vl,s to m i 0 D <br /> 0 I WOOD Dark brown WOOD waste with silty sand and <br /> µ J up to 6-inch size rock (medium dense, y <br /> moist! (fill! <br /> - Qi. Brown and gray organic SILT and SILT with <br /> 1 b2 9 44.6 ; it <br /> fine sand, organic fragments, and gravel <br /> jj (medium still, moist) (fill) <br /> — 5 <br /> ., <br /> 45.7 <br /> ....., <br /> 2 b2 28 116 SP Light gray, fine SAND (medium dense, <br /> - <br /> moist) (fill)/ - Q <br /> SP Gray, fine to medium SAND with occasional AID - <br /> 3 b2 17 24.6 organic fragments (medium dense, well <br /> (fill) - <br /> — t0 ii SP Gray, fine to medium SAND with silt and <br /> w 4 b2 9 22.8 occasional lenses of organic fragments and - <br /> )FC) silt (loose, wet) <br /> - 5 b2 9 23.4 <br /> 1 IFCI <br /> I i5 w <br /> Becomes medium dense and grades with trace <br /> 6 1 b2 20 20 7 of gravel and coarse sand <br /> ` Boring Completed 06/01/95 <br /> Total Depth 20.0 ft. <br /> -- 25 I 3- <br /> . 30 <br /> II <br /> I 9 o Notes: 1. Stratigraphic contacts are based on field interpretations and are approximate. Refer to the <br /> text for an explanation of subsurface conditions. <br /> i2. Refer to "Soil Classification System and Key" figure for explanation of graphics and symbols. <br /> I rill <br /> Boring B-5 Figure A-6 <br /> I <br />