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• <br /> LOGS OF SOIL BORINGS <br /> PROJECT: Moore Percolation FILE No, 672.01 <br /> 0 - 3.0' 3" Hollow tube probe <br /> BORING METHOD:3.0 - 6.0' 4" Flight auger DATE: _7/24/80 <br /> . i <br /> Borehole #1 Borehole #2 <br /> DEPTH 0.0 ELEVATION - 102.2 DEPTH 0.0 ELEV ' o - 102.5 <br /> (feet) (feet) <br /> Dark brown silt loam Dark brown silt loam <br /> 0.8 <br /> 1.0 <br /> Grayish brown silty clay loam <br /> 1.2 Grayish brown silt loam to <br /> 1.5 silty clay loam <br /> - Grayish brown clay loam <br /> f � <br /> Brown clay loam 2.7 <br /> Brown clay loam with few <br /> yellowish brown mottles <br /> i <br /> 47,4 <br /> 4.0 4.O:. <br /> Grayish brown clay loam with <br /> Grayish brown clay loam ' .` few to many yellowish brown <br /> mottles <br /> 5.0 <br /> Grayish brown clay loam with <br /> few to many yellowish brown 5.5 <br /> mottles, few red mottles Grayish brown clay loam with I <br /> many yellowish brown mottles, <br /> 6.0 6.0 many gray gleyed areas <br /> END OF BORING END OF BORING <br /> GROUND WATER NOT ENCOUNTERED. GROUND WATER NOT ENCOUNTERED. <br /> E:;';A2M A ,DERSON ASSOCIATES, INC, BY: .,.moo - I 0--t--/-1"" <br />