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TEST PIT NO. 1 <br />I_ogged By JSL Date 5/21/2006 <br />Depth l'SCS <br />« c�nss Soil Descri tion <br />n <br />OL Slash debris on suriace <br />� --- --�Dark-gray. loose, o�ganic. siqy fine SAND, with fine rools, mois� r <br />SM '1 (TOPSOI�/FILL) <br />2 OL ' Light-gray, loose, silty fine SANU, (ew rools, moisl (RLL) _� � <br />Dark-gray to black, loose, organic, silty fine SAtJD, with fne roots. <br />3 moist retic TOPSOIL)__ _ <br />SM/SP Yellowish-brown, medium-densa slightly silty, fne SAND, lrace <br />a gravel, sligh�ly moisl <br />5 <br />6 . .— __.._ __ '. —_—_ <br />SM Light-gray, very-dense, silty fine SAND, trace to some yravel, <br />7 weakly-cemenied, slightly moist (fresh VASHON TILL) <br />B <br />9 <br />Tesl pi� terminaled at BA h, groundwaler not encountered. <br />10 <br />TEST PIT NO. 2 <br />�� <br />Logged By: JSL Date: 5/21/2008 <br />' �epth USCS <br />Ground EI <br />mple W <br />No. % <br />h. CLASS. $Oli DQSCfI flOfl No. <br />� OL Vines on suriace <br />���. � Black, loose, organic, slighlly silty, 4ne SAND, with roots to <br />1/2-inch diaineter, moist (TOPSOIL <br />� - — --�— -- --- <br />2 SM Brown, medium-dense, slightly silty, fine SAND, trace gravcl, few <br />roots, slightty moist <br />3 <br />4 <br />Ib — — _ — . -- __—_ — <br />SPd/ML Lighl-gray, dense lo very sliH, silty fine SAND to fne sandy SILT, <br />7 slighUy moist <br />(iresh VASHON TILL) <br />B <br />9 <br />Ground EI. <br />W <br />% <br />± <br />Other <br />r•�st <br />Other <br />Test <br />± <br />Test pit terminated at 8.5 ft, groundwater not encountered. <br />t0 <br />TEST PIT LOGS <br />LIU & ASSOCIATES, INC. DUPLEX BUILDING <br />31XX - 8TH STREET <br />Geolechnical Engineering � Engineering Geology - Earth Scier.oe EVERETT, WASHINGTON <br />JOB NO. 8A055 DAT[ 5/22/2O'J8 PLATF 4 <br />