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LOGS OF SOIL BORI 1'CGS <br />PROJECT: Feig Percolation FILE No, <br />BORING PtTHOD: 4" Flight Auger DATE: <br />DEPTH 0.0 <br />(feet) <br />Dark brown silt loam <br />Grayish brown silty clay <br />loam <br />Grayish brown clay loam with <br />few yellowish brown mottles <br />Gray sandy clay with many <br />yellowish brown mottles, <br />gleyed, wet <br />Gray clayey sand, wet <br />Grayish brown clay loam <br />with many yellowish brown <br />mottles, many gray gleyed <br />areas, wet <br />END OF BORING <br />0.8 <br />2.0 <br />3.0 <br />4.5 <br />6.0 <br />8.0 <br />Borehole A <br />R FVATTM - QR L <br />DEPTH 0.0 <br />(feet) <br />Dark brown silt loam <br />Gray silty clay loam <br />Gray clay loam with many <br />yellowish brown mottles, <br />coarse sand lens 3.0-3.5', <br />wet <br />i <br />i <br />Grayish brown sandy clay <br />with many yellowish brown <br />mottles, many gray gleyed <br />areas, wet <br />Gray silty clay, gleyed <br />with many yellowish brown <br />mottles <br />EVD OF BORING <br />O.E <br />1.2 <br />4.0 <br />5.5 <br />2W <br />839.01 <br />6/5/81 <br />Borehole B <br />F1 r:VATrn',i - 07 7 <br />GROUND WATER AT 91.8 ON 6/5/81. GROUND WATER AT 91.5 ON 6/5/81. <br />= Sai W'� M011 ASSOCLATES, INC, BY: z ti✓ <br />