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Test Pit Log <br />Project Name: <br />Proposed McDonald's Restaurant <br />Sheet of <br />1 1 <br />Job No. <br />6893-1 <br />Logged by: <br />LC <br />Data: <br />511 95 <br />Test Pit No.: <br />TP-1 <br />Excavation Contactor: <br />NW Excavating & Trucking <br />Ground Surface Bevation: <br />Notes: <br />° u <br />fA <br />c m <br />tN <br />y o <br />(A <br />Surface Conditions: Depth of topsoil & sod 9", Scotch Broom <br />11.1 <br />6.7 <br />6.4 <br />8.4 <br />1 <br />2 <br />3 <br />4 <br />5 <br />6 <br />7 <br />SM <br />TOPSOIL• Dark brown silty SAND with organics and gravel <br />SM <br />FILL Gray silty SNAD with gravel, dense, moist <br />SM <br />Brown silty SAND with gravel, dense, moist <br />-becomes gray and very dense <br />Test pit terminated at 7.0 feet below ex!sting grade. No groundwater seepage <br />encountered during excavation. <br />Earth Consultants Inc. <br />to o r'0ft&amba..V" <br />Test Pit Log <br />Proposed McDonald's Restaurant <br />Everett, Washington <br />Proj. No. 6893-1 <br />own. GLS I <br />Date June'95 <br />Checked LC I <br />Date 6/9/95 <br />Plate A2 <br />ouusunew wnaiauns cepiuiea represem our ooservanons 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 />