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The present roadway is aggregate surfaced and varies in width from about 22 feet to about 24 <br />feet (depending on where one measures and what is defined as the "edge" of the gravel). <br />This segment of North Sluetter Road has relatively good ditching and clearing on either side, <br />which should help in extending the life of the roadbed and surfacing. The clearing varies in <br />width, but is generally about 10 feet to 15 feet from the edge of the gravel. The ditching varies in <br />depths, but does appear to provide for runoff and snow storage. <br />(� There is basically one relatively large sag, or low point, towards the south end of the northern <br />parcel. There does not appear to be indications on the surface of any drainage problems. <br />While soil borings were not part of the scope of this study, it appears from field observation of <br />the existing roadway that the roadbed materials are appropriate for roadway construction. <br />We did not do any field measurements of existing Class 5 aggregate base / surfacing. Just from <br />a visual observation, there does not appear to be any obvious problems possibly caused by a <br />lack of aggregate thickness. <br />I�11 <br />f- <br />No public water distribution or sanitary sewer collection systems are in place within the study <br />area; homes are served by individual water wells and septic systems. This area is not slated for <br />such public improvements. <br />Pequot Lakes — North Sluetter Road Improvements Study <br />WSN No. 0130130045.000 Page 4 <br />