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I <br /> I <br /> LOG OF TEST PIT NO. 101 FIGURE A-2 <br /> IPROJECT NAME: Seaway Centgtt of 3C PROJ.NO: T-5922-1 LOGGED BY: JCS <br /> LOCATION: Everett.Washington SURFACE CONDS: APPROX.ELEV: N/A <br /> IDATE LOGGED: September 7.2007 DEPTH TO GROUNDWATER: N/A DEPTH TO CAVING; N/A <br /> cn <br /> rn <br /> I 0 <br /> z <br /> x <br /> t. <br /> a w DESCRIPTION CONSISTENCY/ oq a REMARKS <br /> EL RELATIVE DENSITY �- <br /> n < he <br /> U <br /> 1 0 <br /> (12 Inches DUFF and TOPSOIL) a <br /> I _ Light brown silty SAND with gravel,fine sand,fine to <br /> coarse gravel,dry to moist. (SM) <br /> Dense I <br /> I 5` <br /> I Gray brown SAND with slit,fine gralned,weakly 5.5 <br /> cemented,moist becoming wet at 9 feet,trace fine gravel, Dense <br /> occasional light mottling. (SP-SM) <br /> I <br /> 10- <br /> Very Stiff Pp>4.5 <br /> Light brown SILT,massive,low plasticity,moist. (ML) to Hard 24.5 LL=35 <br /> I PI=10 <br /> I 15— Test pit terminated at 14 feet, <br /> No groundwater seepage. <br /> I 20— — <br /> Terra <br /> / <br /> NOTE: This subsurface information pertains only to this test pit location and should I Associates, Inc. <br /> I not be interpreted as being indicative of other locations at the site. - , ; Consultants in Geolechnical Engineering <br /> ``rr Geology and <br /> Environmental Earth Sciences <br /> I <br />