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LOG OF TEST PIT NO. TP-1 FIGURE A-2 <br /> PROJECT NAME: 11�TorresAmerica:, PROJ.NO: - • LOGGED BY: BS <br /> LOCATION:, Everett.Washington SURFACE CONDS:Brush APPROX.ELEV: 567 <br /> DATE LOGGED: January 29,2016. .. DEPTH TO GROUNDWATER: 3 Feet DEPTH TO CAVING: N/A <br /> z e- <br /> CONSISTENCY/ ^ w <br /> • < DESCRIPTION <br /> RELATIVE DENSITY <br /> w — Y <br /> e 0 <br /> o <br /> a <br /> 6 inches Topsoil. <br /> Light brown silty SAND with gravel,fine to medium,grained sand,fine gravel, <br /> moist,scattered organics. (SM) Loose <br /> 2— <br /> a Gray-brown silty SAND with gravel,fine to medium sand,fine gravel,moist 16.7 <br /> s to wet, mottled,trace of cobbles. (SM) <br /> 4— Medium Dense <br /> 5— <br /> 6-' <br /> Gray SAND with silt and gravel,fine to medium sand,fine gravel,moist. <br /> (SP-SM) <br /> 7 G Dense 7.4 <br /> g <br /> Gray silty SAND with gravel,fine to medium sand,fine gravel,moist. (SM) <br /> 9— (Till) <br /> 10 G 8.1 <br /> 11 <br /> Very Dense <br /> 12 <br /> 13- � 10.3 <br /> 14— <br /> 15 Test pit terminated at 15 feet. <br /> Light groundwater seepage at approximately 3 feet. <br /> 16- <br /> Terra Associate <br /> TVI s, Inc. <br /> : � .. <br /> NOTE: This subsurface information pertains only to this test pit location and Consultants in Geotechnical Engineering,Geology <br /> should not be interpreted as being indicative of other locations at the site. `� `'... .44 and Environmental Earth Sciences <br /> y;i. i <br />