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Test Pit Log <br />Project Name: Sheet of <br />Proposed McDonald's Restaurant 1 1 <br />Job No. <br />Logged by: <br />Dale: <br />Test Pit No.: <br />6893-1 <br />1 LC <br />511 95 <br />TP-3 <br />Excavation Contactor: <br />Ground Surface Elevation: <br />NW E,,cavating & Trucking <br />Notes: <br />c <br />t a <br />y o <br />Surface Conditions: Depth of topsoil & sod 6", Scotch Broom <br />%j <br />N T <br />L <br />W IL N <br />O <br />� T <br />M <br />rn <br />rA <br />SM <br />Brown silty SAND with gravel, dense, moist to wet <br />12.8 <br />1 <br />2 <br />-becomes gray and very dense <br />13.5 ! <br />3 <br />8.1 <br />4 <br />v <br />7.2 <br />5 <br />5 <br />7.0 <br />7 <br />Test pit terminated at 7.0 feet below existing grade. No groundwater seepage <br />encountered during excavation. <br />i <br />Test Pit Log <br />t Earth Consultants Inc. <br />Proposed McDonald's Restaurant <br />Everett, Washington <br />- Pro]. No. 6893-1 <br />own. GLS <br />Date JUne'95 <br />Checked LC <br />Date 6/9/95 <br />Plate A4 <br />Subsurface conditions depicted represent our observations at the time and location of this exploratory hole, modified by engineering tests, <br />analysis and judgment. They are not necessarily representative of other times and locations. We cannot accept responsibility for the use or <br />interpretation by others of Information presented on this log. <br />