Laserfiche WebLink
• Ms. Michele McPherson <br /> April 17, 2002 <br /> Page Two <br /> 4. Detailed storm drainage calculations were not submitted with this development. <br /> Storm sewer calculations will need to be submitted, reviewed, and approved prior <br /> to final approval of Kliever Lake Fields East Addition. The high water elevation and <br /> emergency overflow elevation for the proposed ponds are shown on the grading <br /> plan. The emergency overflow elevation is shown at 901.0. According to City <br /> policy, the lowest opening on any adjacent building needs to be a minimum of one <br /> foot above the emergency overflow. Every building on the south side of Street A is <br /> shown lower than this elevation at 900.5. These need to be revised. <br /> 5. Bryan Adams of the Elk River Municipal Utilities has asked for the watermain on <br /> Street A and the unnamed street accessing Fillmore Street to be increased in size <br /> from 8-inch to 10-inch. As done previously with Kliever Lake Fields Addition, there <br /> will be a trunk watermain credit given back for the increase in size between 8-inch <br /> and 10-inch. <br /> 6. It will be necessary to determine the depth of sanitary sewer needed at the <br /> southeast part of the plat at a later date. We will work with the Developer's <br /> Engineer when they prepare final construction drawings. <br /> • <br /> If you have any questions regarding these comments, please call. <br /> Sincerely, <br /> Howard R. Green Company <br /> r(:6-64— <br /> Terry J. surer, P.E. <br /> TJM:tw <br /> • <br /> Howarc R. Green Company <br /> Ltr 4-17-02 McPherson.doc <br /> CONSULTING ENGINEERS <br />