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t:j� <br />x <br />9Hxrn <br />r5y9 <br />y xH <br />0 x0 <br />H y r <br />oU <br />H C <br />O H ��yy <br />H In <br />P1 O <br />yzH� <br />r H z <br />HH <br />ty to <br />O H <br />OOw <br />12L- <br />H O ti <br />1 <br />TEST PIT NO. TP-3 <br />Logged By I'll <br />Date .4--17-89 <br />Depth <br />( 0) USCS Soil Description <br />_ is x um aense to dense (ldeathered Ti1i) - w, <br />91 G'ey, gravellY, silty SAND with arall cobble, damp, <br />caleated, very dense (Iill). <br />10-1 I (Test Pit tenrdnated at 7.8 feet depth. <br />No groundiater seepage encountered. <br />Elev. + 559-L <br />W <br />(%) <br />14.0 <br />Logged By t'M TEST PIT NO. TP-4 <br />Date 4-17789 <br />0 <br />Elev. + 5594- <br />rorn o it U Silt To, it dam lo0 <br />se. <br />s1 d-brrnAND m, silty fine Swith roots, damp, loose. <br />S 1 Tan, gravelly, silty SAND with Iron -Oxide stains, damp, <br />mien dense (Neathered Till). <br />5Gray, gravelly, silty SAND with edde <br />cobble, interbd <br />cemnteu layers, moist, dense to very dense (Till). 13.9 <br />t Pit tenrOnated at 7.5 feet depth. <br />groundi,rater seepage encountered. <br />TERRA <br />IN .- ASSOCIATES <br />Gectechnical Consultants <br />TEST PIT LOGS <br />Woodbrook Apartments <br />Everett Washington <br />Proj. No. 100s Date 4/89 Figure 5 <br />