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TEST PIT NO. I <br /> Logged By: JSL Date: 6/23/2017 Ground EL 1- <br /> Depth USCS Sample W Other <br /> ft. CLASS. Soil Description No. % Test <br /> OL Dark-brown,loose,organic,silty fine SAND,slightly-moist <br /> 1 (TOPSOIL) <br /> 2 SM/SP Brown,loose to medium dense slightly-silty,fine SAND, <br /> Slightly-moist <br /> 3 <br /> 4 <br /> 5 <br /> SW Gray,dense,fine to coarse SAND,trace gravel,slightly-moist <br /> 6 (ADVANCE OUTWASH) <br /> 7 <br /> 8 <br /> •9 Test pit terminated at 8.0 ft;groundwater not encountered. <br /> 10 <br /> TEST PIT NO. 2 <br /> Logged By: JSL. Date: 6/23/2017 Ground EL <br /> Depth USCS Sample W Other <br /> ft. cLAss. Soil Description No- % Test <br /> OL Dark-brown,loose,organic,silty fine SAND,slightly-moist <br /> 1 (TOPSOIL) <br /> 2 SM/SP Light-brown,loose to medium-dense,slightly-silty,fine SAND, <br /> slightly-moist <br /> 3 <br /> 4 <br /> 5 - <br /> SW Gray,dense,fine to coarse SAND,slightly-moist <br /> 6 (ADVANCE OUTWASH) <br /> 7 <br /> 8 <br /> Test pit terminated at 7.5 if;groundwater not encountered <br /> 9 <br /> 10 <br /> TEST PIT LOGS <br /> LIU & ASSOCIATES, INC. SINGLE-FAMILY RESIDENCE <br /> 1630 -46TH STREET SE <br /> Geotechnical Engineering-Engineering Geology-Earth Science EVERETT, WASHINGTON <br /> JOB NO. 17-079 DATE 6/24/2017 PLATE 4 <br />