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<br />• be carefully considered to remove all water from all roadway areas. In addition, the maintenance of all <br />drainage structures should be conducted periodically to ensure proper performance. We recommend <br />that [he new gravel surface be constructed with a crown or super elevation of at least 2 perceat. <br />Limitations: This report has been prepared in accordance with generally accepted soil and pavement <br />engineering practices in this area for use by the client for design purposes. The conclusions and <br />recommendations submitted in this report are based upon the assumed traffic loadings and the data <br />obtained from the test holes advanced along the subject roadway. If during construction, soil and <br />ground water conditions appear to be different from those described herein, this office should be <br />advised at once so that alua[ion oft recommendations may be made. We recommend [he on- <br />site observation of th ~ bgrade proo oiling, gravel placement and compaction by a qualified soils <br />engineer. <br />Sincerely, <br />Brian D. Len, ~.E. <br />C~ <br />• <br />~R d(o <br />