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I <br /> I LOG OF TEST PIT NO. TP-3 FIGURE A-4 <br /> IPROJECT NAME: Riverside Business'ark PROJ.NO: T-7388 LOGGED BY: KR <br /> LOCATION: Everett.Washington SURFACE CONDS: Sparse Grass APPROX.ELEV: 2.0 Feet� <br /> I DATE LOGGED: March 7.2016 DEPTH TO GROUNDWATER: N/A DEPTH TO CAVING: N/A <br /> LL <br /> en <br /> H <br /> V Z <br /> w CONSISTENCY/ w <br /> F a DESCRIPTION RELATIVE DENSITY REMARKS <br /> ra ra 3 Y <br /> 0 <br /> a. <br /> 1 <br /> 1— <br /> FILL:brown silty fine to medium sand with few gravel 9.2 <br /> 2— inclusions,few cobbles,moist. (SM) <br /> I 3- <br /> 4— <br /> I <br /> I <br /> Medium Dense <br /> 6— FILL:brown-gray silty very fine to fine sand with few 11.8 <br /> gravel inclusions,trace organics,moist to wet. (SM) <br /> II 7- <br /> 8— <br /> II 9— <br /> Brown-gray medium silty SAND,trace organics,moist to <br /> wet. (SM) <br /> I 10— 10.7 <br /> I 11- <br /> 12— Test pit terminated at approximately 11.5 feet. <br /> No groundwater seepage observed. <br /> INC caving. <br /> 13— <br /> 1 14- <br /> 15— <br /> I 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 /> I <br />