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Mr. Scott Harlicker <br /> • September 20, 2000 <br /> Page Two <br /> 5. No drainage calculations have been submitted at this time. Drainage <br /> calculations will need to be submitted, reviewed, and approved prior to the final <br /> plat. <br /> 6. Mr. Johnston has indicated in our meeting that they plan to use North American <br /> Wetland Engineering for the design of their on-site sewage treatment facility. An <br /> area is reserved for the sewage treatment facility on Outlot A; however, at this <br /> point no specific design has been submitted. This will need to be submitted, <br /> reviewed, and approved prior to the final plat. <br /> 7. Emergency overflow elevations need to be indicated for all ponding areas and <br /> low points in the street. Ponds will also to ultimately indicate the normal and high <br /> water elevations. <br /> 8. There appears to be an area that is somewhat of a hole located in Block 4 behind <br /> Lots 1 through 5. It is unclear how this area will be graded to ultimately drain. <br /> The house pads on Lots 4 and 5 indicate custom grading. Further information <br /> should be provided on the grading plan to indicate how this area of the plat will <br /> be graded to drain. <br /> 9. The public trail to be built along County Road 1 should be 10 feet in width and <br /> 4110 built to City standards. <br /> 10. Street lights need to be provided in the plat based on a recommendation from the <br /> Elk River Municipal Utilities. <br /> 11. The seal coating impact fee for this development has been estimated at $6,300. <br /> If you have any questions regarding these comments, please call. <br /> Sincerely, <br /> Howard R. Green Company <br /> <Y' //74 <br /> Terry J.-Maurer, P.E. <br /> TJM:tw <br /> • <br /> O:\PROJ\811170J\0240Mtr 9-20-00 Harlicker.rev.doc <br /> Howard R.Green Company <br /> CONSULTING ENGINEERS <br />