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I <br /> I LOG OF TEST PIT NO. TP-11 FIGURE A-12 <br /> I <br /> PROJECT NAME: Riverside Business P&L _ __ PROJ.NO: T-7388 LOGGED BY: KR <br /> LOCATION: Everett.Washington SURFACE CONDS: Sparse Grass APPROX.ELEV:t4 Feet <br /> I DATE LOGGED: March 7,2016 DEPTH TO GROUNDWATER: 6 Feet DEPTH TO CAVING:_0 to 9 Feet <br /> LL <br /> z <br /> t <br /> ui CONSISTENCY/ w <br /> I <a <br /> DESCRIPTION o a REMARKS <br /> RELATIVE DENSITY — lu <br /> a. y 3 w <br /> a <br /> U <br /> 0 <br /> a. <br /> I <br /> 1- <br /> 2— FILL:gray-brown silty fine sand with some gravel,few <br /> cobbles,rare boulder,moist. (SM) <br /> Medium Dense <br /> I3— 12.9 <br /> 4- <br /> 5— <br /> I Dark gray medium to coarse SAND,wet becoming <br /> z saturated. (SP) <br /> 6— Medium Dense 18.1 <br /> I 7— <br /> LL=37 <br /> Gray-brown organic SILT,low plasticity,wet. (OL) <br /> 8— Soft 50.4 PL=30 <br /> I . <br /> P1=7 <br /> 9— <br /> Test pit terminated at approximately 9 feet. <br /> I 1 0- Heavy groundwater seepage observed at 6 feet. <br /> Caving over entire test pit depth. <br /> I <br /> 11- <br /> 12— <br /> I 13- <br /> I 14— <br /> 15 <br /> I 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 /> I Geology and <br /> Environmental Earth Sciences <br /> I <br />