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I <br /> LOG OF TEST PIT NO. TP-5 FIGURE A-6 I <br /> PROJECT NAME: .Riverside ausines P k_ .a __a Ta a_ PROJ.NO: T--73f18_ .... .. LOGGED BY: .KR, __ <br /> LOCATION:_Everett,Washington SURFACE CONDS: Spars Gress APPROX.ELEV: 19 Feet <br /> DATE LOGGED: _ h Z fit _ _ __ DEPTH TO GROUNDWATER: „_,_, DEPTH TO CAVING:_ (( , „ <br /> .. _ _.. _... 1 ... 1 tL <br /> O <br /> �� <br /> I W DESCRIPTION CONSISTENCY/EN SI e a REMARKS <br /> a RELATIVE DENSITY ', FI <br /> 1- FILL:brown-gray silty fine to medium sand with few gravel <br /> inclusions,few cobbles,wood chunks,moist. (SM) <br /> 2 I <br /> 3— 10,8 1 <br /> 4— <br /> Medium Dense <br /> 6— 9_7 <br /> 4-inch metal pipe at 7 feet. <br /> 7—, _ate ... „ <br /> 8 <br /> Brown-gray medium SAND,few gravel inclusions,trace <br /> organics,moist to wet. (SP) <br /> 9 <br /> 14.9 <br /> 10 <br /> 11 <br /> Test pit terminated at approximately 11 feet. <br /> No groundwater seepage observed. <br /> 12 No caving. <br /> 13 I <br /> 14 I <br /> 15- <br /> �. Terra <br /> NOTE This subsurface information pertains only to this test pit location and should Associates, Inc. <br /> not be interpreted as being indicative of other locations at the site. Consultants in Geotechnical Engineering <br /> Geology and <br /> Environmental Earth SciencesIN <br /> I <br />