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TEST PIT NO. 3 <br />Logged By: JSL Date: 5/21/2008 <br />Depth USCS <br />fl cvass Soil Descri tion <br />OL Vines on surface <br />� Dark-gray to black, loose, organic, slightly silty, fne SAND, with <br />rools l0 1/2-inch diameter, moi::t (iOPS01L) <br />2 SM/SP Brown, medium-dense, slighlly silly, fne SAND, Vace gravel <br />tew roots, slightly moist <br />3 <br />4 SM Lighl-gray, very-dense, sil�y fne SAND, Vace lo some gravel, <br />weakly-cemented, slightly moist (Iresh VASHON TILL) <br />5 <br />6 <br />7 <br />� Test pit terminated at 5A fl, groundwater nol encowiiered. <br />9 <br />10 <br />TEST PIT NO. 4 <br />Logged By: JSL Date: 5l2112008 <br />Ground EI <br />% <br />Ground EI. <br />t <br />Olher <br />Te„ <br />Depth USCS Sample W Other <br />rt. a.nss. Soil Descri tion No. % rest <br />OL Slash debris on surface <br />+ Black, loose, oryanic, slighlly silty, fne °AND, with roots to <br />1!2-inch diameter, moisl (TOPSOIL) <br />2 <br />3 SM/SP Brown, medium-dense, silry fne SAND, trace gravel, few roots, <br />slightly moist <br />a <br />s <br />s <br />SM Light-gray, very-dense, silly fne SAND, trace to some gravel, <br />7 weakly-cemented, slightly moist (fresh VASHON TILL) <br />8 <br />9 <br />Test pit terminated al 8A (t, groundwater not encounlered. <br />to <br />LIU & ASSOCIAT�S, INi. <br />�eotechniwl Engineedng � Engineering Geology � Eadh Science <br />JOB NO. <br />TEST PIT LOGS <br />DUPLEX BIiiLDiNG <br />31 XX - 8TH STREET <br />EVERETf, WASHINGTON <br />8A055 DATE 5/22/2008 PLATE <br />