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LOG OF TEST PIT NO. TP-4 FIGUREA-5 <br /> PROJECT NAME: I, • r_ : r -ri..- PROJ.NO: T-7364 LOGGED BY: BS____ <br /> LOCATION: Everett.Washington SURFACE CONDS:Brush APPROX.ELEV: 502 <br /> DATE LOGGED: January 29,2016_ DEPTH TO GROUNDWATER:1 Foot DEPTH TO CAVING: N/A <br /> a <br /> J ~. <br /> a 4 DESCRIPTION CONSISTENCY/ :747 <br /> I— <br /> a. RELATIVE DENSITY f- <br /> J 3 Y <br /> y U <br /> a <br /> 6 inches Topsoil. <br /> Gray-brown silty SAND with gravel,fine to medium sand,fine gravel,moist <br /> 1 <br /> to wet,mottled. (SM) <br /> 17.2 <br /> 2— <br /> Medium Dense <br /> 3-' <br /> 4- <br /> 5- <br /> Gray silty SAND with gravel to sandy SILT with gravel,fine to medium sand, <br /> 6 fine gravel,moist.(SM/ML)(Till-like) <br /> 15.8 <br /> G <br /> 7- <br /> 8_ <br /> 9- <br /> 10- Dense <br /> 11- <br /> 12- G 16.9 <br /> 13- <br /> 14 <br /> 15 Test pit terminated at 15 feet. <br /> Light groundwater seepage observed between 1 and 2 feet. <br /> 16- <br /> Terra Associates Inc. <br /> NOTE: This subsurface information pertains only to this test it location and i '.���e, <br /> Pe Y P Consultants in Geotechnical Engineering,Geology <br /> should not be interpreted as being indicative of other locations at the site. V �,,4 , and Environmental Earth Sciences <br />