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, � <br /> TEST PIT 1 <br /> r� •�h����` <br /> C1�� �'� °� <br /> G° USCS Drscri tion <br /> 0 <br /> Gray,gravelly,silty SAND, wet,loose(FILL) <br /> g FILL <br /> 10 � SM � �Y,8��e y, si ty AND, very mo�st, ense( acia T� ) <br /> Test pit terminated at 9.5 feet below grade on 3-7-97. <br /> No groundwater seepage encountered during excavation. <br /> Heavy caving above 9 feet. <br /> 15 <br /> TEST PIT 2 � <br /> oQr` oy,�c <br /> . e, <br /> c <br /> � G° USCS • Descri tia� <br /> � FILL Gray,gravelly, silty SAND, wet, loose(FILL) <br /> :: Brown, gravelly, silty SAND,very moist, loose to medium-dense <br /> :: (Weathered Glacial Till) <br /> 5 � SM . -becomes gray, dense(Glacial Till) <br /> Test pit terminated at 8 feet below grade on 3-7-97. <br /> 10 No groundwater seepage encountered during excavation. <br /> No caving. <br /> 15 <br /> �._�� Lot 2F <br /> GEOTECH Seaway Center <br /> CONSULTANTS, nvc. Merrill Creek Parkway <br /> �, Everett Washin ton <br /> � Job Na: Date: Logged by: P/aM: <br /> 97092 JULY 1997 ORLY 3 <br />