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I <br />TEST PIT NO. TP-13 <br />Logged <br />By I'M <br />Date <br />4-17-89 Elev. =557± <br />Depth <br />W <br />(R.) <br />t1SCS Soil Description (%) <br />- <br />112 to 14 Lich, dark brown Topsoil and Duff, moist, v.loosE <br />SM <br />Brown, silty, fine SAND with mmeny roots, orgmdc rich, <br />moist, becomes wet, loose. <br />M <br />Tan, gravelly, silty SAND with cobbles, wet to mist, <br />nedi dense to dense Weathered Till). <br />J <br />al <br />Gray, gravelly, silty SAND, cemented with few cobbles, <br />wet becomes moist, very dense ('Till). <br />10 <br />Test pit terminated at 8.8 feet depth. <br />Pioderate groundwater seepage encountered beaeen 2.5 <br />to 4.0 feet depth. <br />I <br />15 <br />TEST PIT NO..� P-14 <br />Logged By trt <br />Date <br />4-17-�89 Elev. + 561± <br />0 <br />_ <br />mown fopsoii and duff, damp, very ioose <br />Sid <br />Red -brown, silty SAND with few gravel and many roots, <br />damp, loose becares mredium dense. <br />se. <br />11.1 <br />SM <br />Gray, gravelly, silty SAND, cemnted, damp to moist, very <br />dense ('Till). <br />Test pit terdnated at 7.8 feet depth. <br />10 <br />Very light groundwater seepage encountered at the <br />bottan of test pit. <br />15— <br />TEST PIT LOGS <br />TERRA <br />Woodbrook Apartments <br />ASSOCIATES <br />Everett Washington <br />Geotechnical Consultants <br />Proj. Na. 1005 <br />Date 4/89 Figure 10 <br />