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Measurement Rod 1/2"Diameter Pipe or Rebar Coupling Welded to Plate <br /> Casing,2"Diameter Pipe(Set on Plate,not Fastened) Settlement Plate 16"x 16"x 1/4" <br /> Roadway and Preload <br /> Embankment Fill <br /> Existing Ground Surface <br /> V � <br /> O <br /> O <br /> E <br /> T <br /> a <br /> N <br /> :-i <br /> .-r <br /> 2"Sand Pad <br /> 0 <br /> 0 <br /> 0 <br /> d <br /> C <br /> 0 <br /> n <br /> d <br /> m <br /> 0 <br /> io <br /> 0 <br /> LL <br /> m <br /> f <br /> bC <br /> 3 <br /> 9 <br /> N <br /> 0 <br /> YI <br /> N <br /> a <br /> c <br /> E <br /> E <br /> m <br /> m <br /> N� <br /> tD <br /> O <br /> LL <br /> O <br /> O <br /> V) <br /> 0 <br /> M <br /> 0 <br /> Settlement Plate Detail <br /> Notes: <br /> 1. Install plates on 2 inch-thick sand pads. take Initial readingon top Delta Soil Remediation Facility 0 of rod and at adjacent ground level prior to placement of any fill. y <br /> 0 2. Record the elevation of the top of the measurement rod in each Everett, Washington <br /> marker at the recommended time Intervals.each time,note the <br /> elevation of the adjacent fill surface. <br /> 3. Read the marker to the nearest 0.01 foot,or 0.005 foot if possible. <br /> note the fill elevation to the nearest 0.1 foot. G E O E N G I N E E R Figure 6 <br /> 0 4. The elevations shall be referenced to a temporary benchmark <br /> g located on stable ground at least 100 feet from the preload. <br /> a <br />