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I <br /> I Test Pit No. TP-3 <br /> ILogged by: DPL <br /> Date: 5/17/06 <br /> I Depth Moisture <br /> Content <br /> (ft ) Soil Description ()/o) <br /> 0 (12 Inches FOREST DUFF) <br /> I \Dark brown to brown organic SILT, roots,loose,wet, <br /> 23.0 <br /> _ Reddish-brown to brown silty SAND with gravel,fine grained,roots, <br /> _ medium dense, wet to moist (SM) 20.0 <br /> I <br /> 5 _ Grayish-brown silly SAND with gravel,fine grained,cemented,dense, 16.1 <br /> moist. (SM) (Glacial Till) <br /> I _ 14.0 <br /> Brown silty sandy GRAVEL, fine to coarse grained,dense to very dense, <br /> 10- wet to moist. (GM) <br /> 9.4 <br /> Test pit terminated at 12 feet, <br /> _ Light seepage of perched groundwater observed at 10 feet, <br /> I15 <br /> Test Pit No, TP-4 <br /> ILogged by: DPL <br /> I Date: 5/17/06 <br /> Depth Moisture <br /> (ft.) Soil Description Contentn <br /> (/a) <br /> I 0 _ (6 to 8 inches DUFF/ROOTS) <br /> Brown silty SAND with gravel, fine grained,roots,medium dense, moist <br /> - to wet. (SM) 23.4 <br /> _- —a._ • 13.0 <br /> 5 — <br /> Grayish-brown silty SAND with gravel,fine grained, cemented, dense, <br /> I _ moist. (Glacial Till) (SM) 11.7 <br /> 10 <br /> I 12.0 <br /> _ Test pit terminated at 12 feet. <br /> I No groundwater seepage observed. <br /> 15 <br /> I ------ Terra TEST PIT LOGS <br /> SEAWAY CENTER LOT 3C <br /> I Associates, Inc. EVERETT, WASHINGTON <br /> Consultants in Geotechnlcal Engineering <br /> Geology and <br /> - <br /> Environmental Earth Sciences Proj. No. T-5922-1 Date OCT 2007 Figure A-7 <br />