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TEST PIT NO. 1 <br /> Logged By: JSL Date: 8/23/2017 Ground a <br /> Depth USCS Sample I W Other <br /> ft. CLASS. Soil Description No. Test <br /> OL Dark-brown, loose,organic,silty fine SAND,dry(TOPSOIL) <br /> 1 <br /> SM Brown-gray, medium-dense,silty fine SAND,some gravel,dry <br /> 2 <br /> 3 <br /> 4 <br /> I 5 SM Light-brown to light-gray,very-dense,gravelly;silty,fine SAND, <br /> occasional cobble,cemented, slightly-moist(VASHON TILL) <br /> 6 <br /> 7 <br /> 8 <br /> 9 <br /> 10 Test pit terminated at 9,0 ft;groundwater not encountered, <br /> TEST PIT NO. 2 <br /> Logged By: JSL Date: 8/23/2017 Ground EL ± <br /> Depth USCS Sample W Other <br /> ft. CLASS. Soil Description No. Test <br /> - OL Dark-brown,loose, organic,silty fine SAND,dry(TOPSOIL) <br /> 1 <br /> - <br /> SM Brown,medium-dense,silty fine SAND,trace gravel,dry <br /> 2 <br /> 3 <br /> - <br /> — <br /> SM Light-gray,very-dense,gravelly,silty,fine SAND,occasional cobble, <br /> 5 cemented,slightly-moist(VASHON TILL) <br /> 6 <br /> 9 <br /> Test pit terminated at 8.5 ft;groundwater not encountered. <br /> 10 <br /> TEST PIT LOGS <br /> LIU & ASSOCIATES, INC. 5-LOT PLAT <br /> 1601 FLORIDA DRIVE <br /> Geotechnical Engineering Engineering Geology•Earth Science EVERETT, WASHINGTON <br /> JOB NO. 17-095 DATE 8/24/2017 PLATE 4 <br />