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i <br /> � Test Pit No. TP-5 <br /> � Logged by: BPK <br /> Approximate Elev. 425 <br /> i Date: 1/13/05 <br /> Depth Moisture <br /> �ft � Content <br /> � Soil Description % <br /> � FILL:gray sand with silt,medium to coarse grained, loose,wet. (SP-SM) �q.g = <br /> IFILL: brown and bluish-gray silty sand with gravel,cobbles to 8 inches, <br /> medium dense, moist. (SM) <br /> 9.7 <br /> � 5 <br /> I <br /> � pense below 7 feet. <br /> 8.1 <br /> I Test pit terminated at 8.5 feet. <br /> Light groundwater seepage encountered at 1 foot. <br /> 10 <br /> � Test F'it No. TP-6 <br /> � Logged by: BPK <br /> Approximate Elev. 427 <br /> Date: 1/13/05 <br /> � Depth Moisture <br /> �ft•) Soil Descriplion C�to�nt <br /> 0 s <br /> � (3 inches of brown sand with silt) <br /> 8.1 <br /> FILL:tan and bluish-gray silty sand with gravel,cobbles to 4 inches,dense, <br /> moisL (SM) <br /> jVery dense below 3 feet. <br /> � 3 inch thick Iense of organio-stained silry sand with gravel at 3 and 5 feet. z2.4 <br /> I 70.3 <br /> � Test pit terminated at 9 feet Light groundwater seepage encountered at 3 inches. <br /> i 10 <br /> �I —, TEST PIT LOGS <br /> —f � Terra MOUNTAINVIEW BUSINESS CENT�A <br /> �� `��.'�'�' '� Associates, �IIC. LOTS 3, 4, AND 5 <br /> � ��., � Consultants in Geotechnical Engineerinc� EVERETT, WASHINGTON <br /> ' Geology and <br /> envimnmenta�eanh Sciences Proj. No. T-5659 Date JAN 2005 Figufe A-4 <br /> I a�� <br />