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- � ey P� <br />� � 10-9-85 <br />• ppth <br />IR 1 US <br />• <br />.' <br />. <br />i <br />w <br />TEST PIT NO. �� <br />� Soil Detcription <br />0 <br />Ten/brovn, gravelly silty SAND, looae, moist <br />SM Wi[h occesionel rockery filter rock and some <br />concrete. (Recent fill) <br />5 <br />10 <br />16 <br />0 <br />5 <br />10 <br />15 <br />Grey, eilty SAND with gravel end occxsionnl <br />SM org�nice with cleener SAND end wood piecea at <br />Sp 8 feet. (Fill) <br />SM <br />Tan, elightly ailty [o eilty <br />e <br />c <br />Elav. +183 <br />W <br />l%1 <br />13. <br />Test Pit teimineted et 13.5 feet. <br />No groundvater encountered. <br />�,yp,d B� rtut <br />�• 10-9_85 TEST PIT NO. _.� Elev. +183 <br />Tan, eilty SAND with gravel, medium dense, grading <br />to loase,�noist, containa occasional smell asphal[; <br />SM belov 4 feet grades to brown/[an with considerabl <br />roots and vood, cancrete curbing. (Fill) <br />(Sleb or large concrete rhunk at 7.0 feet) <br />Teat Pit texminated et 7.0 feet on concrete. <br />No grounduater encountered. <br />� `" TERR,4 <br />.ti <br />ASSOCIATES <br />Geotechnical Consultants <br />24.5 <br />TEST PIT LOGS <br />Proposed Hoagy's Corner <br />Everett, ldashington <br />ProJ. No. 233 Date 10-85 Figure 3 <br />