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I <br /> I LOG OF TEST PIT NO. TP-102 FIGURE A-3 <br /> PROJECT NAME: Norpro Building B PROJ.NO: T-6578 LOGGED BY: JMC <br /> ILOCATION: Everett,Washington SURFACE CONDS: APPROX. ELEV: <br /> DATE LOGGED: May 25.2011 DEPTH TO GROUNDWATER: N/A DEPTH TO CAVING: N/A <br /> I <br /> Z is.. <br /> s J DESCRIPTION CONSISTENCY/ a' a REMARKS <br /> a a RELATIVE DENSITY F. <br /> w w <br /> G Y <br /> 0 <br /> a. <br /> i - Dark brown ORGANICS. (FOREST DUFF) Loose <br /> Reddish-tan to tan silty SAND with gravel,wet. Loose to <br /> I (SM) (Weathered till) <br /> Medium Dense <br /> 1 <br /> 28.2 <br /> I - Gray silty SAND with gravel,moist. Dense <br /> (SM) (Unweathered glacial till) Moderately cemented <br /> 2 <br /> 6.4 <br /> I5 Dense to <br /> 3 Gray SAND with gravel,areas of silty SAND,scattered <br /> I cobbles and occasional small boulders,moist. Very Dense 4.7 <br /> (SP with SM) <br /> I 4 <br /> 6.8 <br /> I _ Terminated at 8 feet. <br /> No groundwater seepage observed. <br /> I 10- <br /> I <br /> I <br /> I <br /> I 15— <br /> Terra <br /> NOTE: This subsurface information pertains only to this test pit location and should Associates, Inc. <br /> I not be interpreted as being indicative of other locations at the site. Consultants in Geotechnical Engineering <br /> Geo and <br /> Environmentallogy Earth Sciences <br /> I <br />