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• <br /> TEST PIT NO. 3 <br /> Logged By: JSL Date: 8/29/2015 Ground El. <br /> Depth USCS Sample W Other <br /> ft. CLASS. Soil Description No. % Test <br /> SM Black,loose,organic,silty fine SAND,dry(TOPSOIL) <br /> 1 <br /> 2 ML Light grayish-brown,stiff to very-stiff,fine sandy SILT,slightly-moist <br /> 3 <br /> 4 <br /> 5 <br /> 6 <br /> 7 <br /> ML Light-brown to light-gray,clayey SILT,very-stiff to hard,slightly-moist <br /> 8 (TRANSITIONAL BEDS) <br /> 9 <br /> 10 <br /> Test pit terminated at 9.5 ft;groundwater not encountered, <br /> 11 <br /> TEST PIT NO. 4 <br /> Logged By: JSL Date: 8/29/2016 Ground El. ± <br /> Depth -USCS Sample W Other <br /> ft. CLASS. Soil Description No. % Test <br /> _ SM Dark-brown,loose,organic,silty fine SAND,dry(TOPSOIL) <br /> SM Light grayish-brown,medium-dense,silty fine SAND,trace gravel, <br /> 2 _ dry <br /> 3 <br /> SM Gray,very-dense,silty fine SAND,trace gravel,cemented, <br /> 4 slightly-moist(GLACIAL TILL) <br /> 5 <br /> 6 ., <br /> 7 _ SP Light-brown to light-gray,slightly-silty,fine SAND,trace gravel, <br /> slightly moist(ADVANCE OUTWASH?) <br /> 8 <br /> 9 Test pit terminated at 8.0 ft;groundwater not encountered, <br /> 10 <br /> TEST PIT LOG <br /> LIU & ASSOCIATES, INC. SINGLE-FAMILY RESIDENCE <br /> 3333 NASSAU STREET <br /> Geotechnical Engineering•Engineering Geology Earth Science EVERETT, WASHINGTON <br /> JOB NO. 16-124 DATE 8/30/2015 PLATE 5 <br />