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y Earth Solutions NW, LLC TEST PIT NUMBER TP-1 <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 8":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 /> TPSL 0.5 Dark brown TOPSOIL(Fill) <br /> MC 21.6% <br /> Brownish gray silty SAND,loose,wet(Fill) <br /> = <br /> -concrete debris <br /> SM <br /> -burnt wood debris <br /> light groundwater seepage <br /> 4.0 <br /> MC=43.9% Brown silty SAND,loose,wet <br /> 5 Fines=46.4% SM [USDA Classification:slightly gravelly LOAM] <br /> 5.5 -moderate groundwater seepage <br /> MC=27.5% Gray silty SAND,loose to medium dense,wet <br /> SM <br /> MC=14.4% 8.0 <br /> Test pit terminated at 8.0 feet below existing grade. Groundwater seepage encountered at 3.0 <br /> and 5.5 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 /> 2 <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 />