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. .. <br />DEPTH <br />TEST PIT ONE <br />o.o — s.e <br />2.B - 5.0 <br />• 5.0 - 7.0 <br />TEST PIT TWO <br />0.0 - 2.0 <br />. 2.0 - 4.0 <br />�.0 - 8.0 <br />HAND AUOER ONE <br />0.0 - 2.0 <br />HAND AUGER iVYO <br />0.0 - 2.0 <br />2.0 - 2.2 <br />2.2 - 3.0 <br />BAD:KMS <br />(� <br />USC <br />SM <br />SM <br />SPBM <br />(� <br />LOG OF EXPLORATION <br />SOIL OESCRIPTION <br />BROWN, SILTY FINE TO COARSE SAND WITH GRAVEL AND ROOTS (MEDIUM <br />DENSE, MOISn �,) <br />GRAY, SILTY FINE TO COARSE SAND VNTH GRAVEL AND IRON-0XIDE STAINING <br />(DENSE, MOISn (WEATHERED TILL) <br />GRAY, FINE TO MEDIUM SAND WITH SILT (DENSE, MOISn (ADVANCE W7WASM) <br />SAMPLES NIERE COLLECTED AT 2.5, 5.0, AND 7.0 FEET <br />GROUND WATER SEEPAGE WAS N07 ENCOUNTERED <br />TEST PIT CAVING WAS NOT ENCOUNTERED <br />TEST PIT WAS COMPLETED AT B.0 FEET ON 8129lOt <br />TOPSOIL (LOOSE, MOISn <br />SM GRAY, SILTY, FINE TO COARSE SAND, GRAVEL, AND IRON-0XIDE STAINING <br />(DENSE, MOISn (TILL) <br />SM GF'AY, SILTY, FINE TO COARSE SAND WITN uRAVrL (DENSE, MOISn (TILL) <br />S:+MPLES VYERE COLLECiED AT S.0 AND 7.5 FEET <br />GROUND WATER SEEPAGE WAS NOT ENCOUNTEREO <br />TEST PIT CAVING WAS NOT ENCOUNTERED <br />TEST PIT WAS COMPLETED AT 8.0 FEET ON 8RW01 <br />SM BRJVVN, SILTY FINE TO COARSE SNND WfTM GRAVEL AND ROOTS (LOOSE, NOISIj <br />4f1::1 <br />SAMPLES WERE NOT COLLECTED <br />GROUND WATER SEEPAGE WAS NOT ENCOUNTERED <br />MAND AUGER CAVING WAS NOT ENCOUNTEP.ED <br />HAND AUGER WAS COMPLETED AT 2.0 FEET ON BI2W01 <br />SM BRONM, SILTY FINE TO COARSE SANO WITM GRAVEL AND ROOTS (L60SE TO <br />MEdIUM DENSE, MOISn (�) <br />DARK BROWM, SILTY FINE TO COARSE SAND WITH GRAVEL AND OR(i11NICS <br />(LOOSE. MOISn f BUFiIED TOPSOIL) <br />SM GRAYISH-BROWN, SILTY FINE TO COARSE SAND YNTH GRAVEL (MEDIIiM DENSE, <br />MOISn (WEATHERED TILL) <br />SAMPLES WERE NOT COLLECTED <br />OROUND YYATER SEEPAGE WAS NOT ENCOUNTERED <br />HAND A4'GER CAbING WAS NOT ENCOUNTERED <br />MAND AUGER WAS COMPLETED AT 3.0 FEET ON 6f29101 <br />NELSON <br />FKiUttE S <br />