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Logged By ..1?h <br />Date 12 /918 <br />Depth <br />(ft.) USCS <br />TEST PIT NO. 3 <br />Soil Description <br />E lev. 18 <br />w <br />W <br />0 <br />::.•.•(3' <br />crushe rock) Brown and gray ,SATJD, <br />:; <br />sP <br />.little <br />gravel, 'trace silt, wet, medium dense <br />7 <br />:.•, <br />SM <br />Dark gray silty SAND, trace wood,*wet, medium <br />�•��� <br />dense <br />9 <br />fi <br />28 <br />34 <br />Q <br />10 <br />11I ml <br />Dark gray and sandy organic SILT, little sawdust, <br />65 <br />i of <br />wet, soft <br />qu 0.5 <br />99 <br />tsf <br />Test pit terminated at 12.5 feet below existing grade. <br />• <br />Groundwater seepage encountered at 9 feet during excavation. <br />15 <br />Lgryd By DL <br />1 0--- -- <br />p,„ ;,,9,a, TEST PIT NO. 4 <br />. 10 <br />Elev. 19, <br />sp <br />(3" crushed rock) <br />Brown and gray SAND fill <br />25 <br />sm <br />Dark gray to black silty SAND, little gravel, wood, <br />rubble *and bAt:ks,' wet, dense (fill) <br />- slight H2S odor <br />18 <br />18 <br />49 <br />31 <br />Test pit terminated at 12 feet below existing grade. No <br />groundwater seepage encountered during excavation. <br />iuosurb" cendnans depicter: represers ow ft"ft Pions to the erne " W.Sion of this e•prorarory hole. mod fe* by enpmeerrnp fesa. arwrsa. and <br />pownte•f They ago not necessa+,y representat.n of other wros and locstsons. Wn Cannot accept resporn,D7lrty for Un wa o► interpretation by others of <br />infamat.on presented on frta b0. <br />TEST PIT LOGS <br />ILL <br />PIONEER MARINE PLAZA <br />Earth ' EVERETI', WASHINGTON <br />Consultants Inc. <br />GEOTECHNICAL ENGINEERING GEOLOGY Proj. No.3693 Date Dec'87 Plate 9 <br />