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I <br /> I Test Pit No. TP-5 <br /> ILogged by: DPL <br /> Date: 5/17/06 <br /> I Depth Moisture <br /> Content <br /> (ft.) Soil Description (%) <br /> 0 (12 inches FOREST DUFF) <br /> I \Dark brown organic SILT with roots, loose,wet. <br /> - Brown silty SAND with gravel,fine grained,roots,medium dense,moist 22.1 <br /> -\to wet. (SM) <br /> 16.8 <br /> I _ Grayish-brown silty SAND with gravel, mottled, fine grained,medium <br /> 5 --\dense,moist. (SM) <br /> 13.2 <br /> - <br /> .. Grayish-brown silty SAND with gravel,fine grained,cemented, dense to <br /> very dense,moist. (SM) (Glacial Till) 15.0 <br /> 10— <br /> I -- Test pit terminated at 11 feet. <br /> _ No groundwater seepage observed. <br /> 1 15 <br /> Test Pit No. TP-6 <br /> ILogged by: DPL <br /> Date: 5/17/06 <br /> IDepth Moisture <br /> (ft.) Soil Description Content <br /> Ia <br /> (8 to 12 inches FOREST DUFF) <br /> "\Dark brown organic SILT with roots,loose,wet. 18.8 <br /> - Brown silty SAND with gravel, fine grained, roots,medium dense,moist. 157 <br /> -\(SM) <br /> I Light brown silty SAND with gravel,fine grained,some roots,medium <br /> 5 ^\dense, moist. (SM) _ — 12.1 <br /> - Grayish-brown silty SAND with gravel,fine grained,cemented,dense, <br /> I =\moist. (SM) (Glacial Till) <br /> 25.7 <br /> - Brown sandy clayey SILT,trace gravel,stiff to hard,moist. (ML) <br /> 10- <br /> 111 - 26.7 <br /> "' Test pit terminated at 11.5 feet. <br /> - No groundwater seepage observed. <br /> I15 <br /> I _ Terra TEST PIT LOGS <br /> SEAWAY CENTER LOT 3C <br /> _ . . Associates, Inc. EVERETT, WASHINGTON <br /> 1 Consultants in Geotectinical Engineering <br /> Geology and (- <br /> Environmental Earth Sciences Proj. No. T-5922-1 ` Date OCT 2007 Figure A-S <br /> I <br />