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I <br /> I Test Pit No. TP-1 <br /> ILogged by: DPL <br /> Date: 5/17/06 <br /> I Depth Moisture <br /> (ft.) Soil Description Content(pia) <br /> 0 (12 inches FOREST DUFF) Black organic SILT,very soft,wet. <br /> I _ Reddish-brown to brown silty SAND with gravel, fine grained, roots, 11 0 <br /> medium dense, moist. (SM) <br /> - Grayish-brown silty SAND with gravel,fine grained, medium dense, 5.1 <br /> 5 — moist. (SM) <br /> - Grayish-brown SAND with gravel,tine to coarse grained, trace cobbles, <br /> I - medium dense, moist. (ML) _ 4.3 <br /> 10— 28.1 <br /> Brown clayey SILT,stiff,moist. (ML) <br /> 1 _ 27.6 <br /> Test pit terminated at 12.5 feet. <br /> No groundwater seepage observed. <br /> 1 15 <br /> Test Pit No. TP-2 <br /> ILogged by: DPL <br /> I <br /> Date: 5/17/06 <br /> Depth Moisture <br /> (ft.) Soil Description Content <br /> 1 0 (12 inches FOREST DUFF) <br /> "\Dark brown organic SILT with roots,very soft,wet. <br /> Reddish-brown to brown silty SAND with gravel,fine grained,roots, 24.5 <br /> - medium dense,wet to moist. (SM) <br /> Gray silty SAND with some gravel, mottled,fine grained,medium dense, <br /> 5 __\moist to wet. (SM) 17.5 <br /> - 11.0 <br /> I ` Gray silty SAND with gravel,fine grained,cemented,dense to very dense, <br /> - moist. (SM) (Glacial Till) 10.2 <br /> 10- <br /> 11.3 <br /> e•-• _ Test pit terminated at 13 feet. <br /> 15 No groundwater seepage observed. <br /> I ! Terra TEST PIT LOGS <br /> I ���' � Associates Inc. SEAWAY CENTER LOT 3C <br /> :. . j' , EVERETT, WASHINGTON <br /> Consultants in Geolechnical Engineering <br /> Geology and <br /> Environmental Earth Sciences Proj. No. T-5922-1 Date OCT 2007 Figure A-6 <br /> I <br />