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Mr. Steve Rohlf <br />July 16, 1997 <br />Page Two <br /> <br />envisioned in the future, depending upon the end land use of the property. This type of <br />drainage facility is not uncommon in the City of Elk River. Many of the rural areas that are <br />currently developed utilize on-site retention basins with no permanent outlet. <br /> <br />TRANSPORTATION <br /> <br />The permit application indicates that dust will be controlled by bituminous paving of 221 st <br />Avenue from the entrance of the proposed pit to TH 169. From the drawing submitted, it <br />appears that this distance would be between 700 and 1,000 feet. It also indicates that exit <br />roads to the plant area will also be paved. We would suggest that the paving of 221st <br />Avenue be to a MnDOT 10-ton design to limit City maintenance expenditures because of <br />the anticipated heavy truck traffic. As you are aware, 221 st Avenue was recently upgraded. <br />Therefore, the existing gravel base should be reasonably good for paving operations, <br />although it may take some fine tuning prior to paving. <br /> <br />The permit application indicates that the site is expected to handle an average of 100 trucks <br />per day. This would result in 200 trips per day into and out of the plant. As the permit <br />application indicates, there currently are turn lanes in place on TH 169 to 221st Avenue. <br />During the City's recent meeting with MnDOT personnel, we made them aware of this <br />pending application and the desire for northbound and southbound acceleration lanes. We <br />would suggest that as part of this application, the applicant pursue the construction of these <br />acceleration lanes with MnDOT. <br /> <br />If you have any questions regarding these comments or would like further analysis of other issues, <br />please call. <br /> <br />Sincerely, <br /> <br />Howard R. Green Company <br />Terry J. Maurer, P.E. <br /> <br />tJM:tw <br />o:~proj\800720J\720-1606.jul <br /> <br />Howard R. Green Company <br /> CONSULTING ENGINEERS <br /> <br /> <br />