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B-1 <br /> SAMPLE DATA SOIL PROFILE <br /> o <br /> E a m E �° Drilling Method: 4-1/4" ID Hollow Stem Auger <br /> F- o g a ' E <br /> Z i 11 V ~ rn <br /> 11 U <br /> t n th n � 3 m t N Ground Elevation (it): 16,0 <br /> m m e M G o m CL N <br /> O N oe N fD 2 (7 <br /> - 0 <br /> WOOD Dark brown WOOD waste with silty sand and <br /> up to 6-inch size rock (medium dense, <br /> moist) (fill) <br /> roz <br /> - 5 SP <br /> 1 b2 16 5.6 SM Gray, fine to medium SAND with silt and <br /> Gne gravel Imedium oense moist) Ifdl) <br /> (FC) <br /> SM Gray. silty, line to medium SAND With T,D <br /> 2 b2 2 16.4 occasional silt lenses, and trace of fine <br /> gravel and shell fragments {very loose. <br /> moist to well loll) <br /> — 10 15 9 <br /> 3 j b2 10 34.5 apWOOD tragmen;s <br /> ML <br /> Brown-gray SILT With fine sane (colt. wet) <br /> SM (till) <br /> 4 b2 5 19 <br /> 2268 WOOD Gray. silly. line to medium SAND With aounoanl <br /> Sp organic fragments (loose, well Ihll) <br /> — 15 SM WOOD chips (soft. well (fill) <br /> Sp Gray. fine to medium SAND with sill Moose. wet) <br /> Gray, fine to medium SAND with trace of <br /> silt, and occasional wood and organic <br /> 5 b2 12 215 fragments (medium dense, wet) <br /> — 20 <br /> 6 b2 46 18.8 Becomes dense and grades with coarse sand <br /> and occasional gravel <br /> — 25 <br /> m' _ <br /> Boring Completed 06/01/95 <br /> ? Total Depth = 25.0 ft. <br /> 8 <br /> Cr <br /> �b- <br /> _— 30 <br /> S <br /> a` <br /> WNotes: t 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-1 Figure A-2 <br />