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I <br /> I LOG OF TEST PIT NO. TP-9 FIGURE A-10 <br /> IPROJECT NAME: Riverside Business Park PROJ.NO: T-7388 LOGGED BY: KR <br /> LOCATION: Everett.Washington SURFACE CONDS: Sparse Grass APPROX.ELEV: 18 Feet <br /> I DATE LOGGED: March 7,2016 DEPTH TO GROUNDWATER: 9 Feet DEPTH TO CAVING: 2 to 6 Feet <br /> LL <br /> fn <br /> t. <br /> s W DESCRIPTION CONSISTENCY/ o Ili Iii <br /> REMARKS <br /> I <br /> a RELATIVE DENSITY F <br /> G < 0 <br /> U <br /> 0 <br /> a <br /> I <br /> 1- <br /> I <br /> 2-- 16.6 <br /> FILL:gray-brown silty fine to medium sand with some <br /> I3_ gravel,few organics(wood),moist.(SM) <br /> Medium Dense <br /> 4— <br /> 5- <br /> 1 6— 14.7 <br /> I 7— <br /> FILL:gray-brown organic silt,low plasticity with peat PL=32 <br /> fibers,wet. (OL) <br /> 8— Soft 53.0 PI=6 <br /> I i 9_ <br /> FILL:red and yellow bricks with black burnt sand and <br /> I 10— gravel,wet. <br /> Loose <br /> Ill- <br /> Test pit terminated at approximately 11 feet. <br /> Heavy groundwater seepage observed at 9 feet. <br /> 12— Minor caving at 2 to 6 feet. <br /> I 13- <br /> I 14- <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 /> I Geology and <br /> Environmental Earth Sciences <br />