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y Earth Solutions NW, LLC TEST PIT NUMBER TP-3 <br /> 15365 N.E.90th Street,Suite 100 PAGE 1 OF 1 <br /> M. i Redmond,Washington 98052 <br /> Telephone: 425-449-4704 <br /> Fax: 425-449-4711 <br /> PROJECT NUMBER ES-7852.01 PROJECT NAME Benton Square <br /> DATE STARTED 4/1/21 COMPLETED 4/1/21 GROUND ELEVATION <br /> EXCAVATION CONTRACTOR NW Excavating LATITUDE LONGITUDE <br /> EXCAVATION METHOD GROUND WATER LEVEL: <br /> LOGGED BY AZS CHECKED BY HTW AT TIME OF EXCAVATION <br /> NOTES Depth of Topsoil&Sod 28":field grass <br /> w <br /> _ ~w _ <br /> wv J TESTS Q O MATERIAL DESCRIPTION <br /> ❑ a-z <br /> Q O <br /> U) <br /> 0 <br /> Dark brown TOPSOIL, roots <br /> � <br /> TPSL <br /> , <br /> 00 <br /> 2.4 <br /> Brown silty SAND,loose,moist <br /> SM <br /> MC=13.8% 3.5 <br /> Fines=32.1% Gray silty SAND, medium dense to dense,moist to wet <br /> -light groundwater seepage <br /> [USDA Classification:gravelly sandy LOAM] <br /> 5 -iron oxide staining, moderate cementation <br /> SM <br /> MC=14.3% 7.0 <br /> Test pit terminated at 7.0 feet below existing grade. Groundwater seepage encountered at 3.5 <br /> feet during excavation. No caving observed. <br /> N <br /> N <br /> N <br /> M <br /> F <br /> 0 <br /> w <br /> H <br /> Q <br /> J <br /> a <br /> Uj <br /> w <br /> U_ <br /> 2 <br /> a <br /> Q <br /> a <br /> N <br /> N <br /> W <br /> n <br /> J <br /> J <br /> W <br /> a <br /> x <br /> m <br /> J <br /> w <br /> Z <br /> w <br />