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• Mr. Steve Ach <br /> January 12, 1994 <br /> Page Two <br /> • There is a 900 contour at the southeast corner which wraps around, creating a pocket <br /> which will not drain. This contour should be reconfigured to meet the existing 900 <br /> contour in Lion's Park to eliminate any standing water. <br /> • Grading along the south side of the property abruptly terminates at the Burlington <br /> Northern Railroad property. It is unlikely that this will be possible to achieve in the <br /> field. The developers should apply for a permit to do minimal grading in the <br /> Burlington Northern Railroad right-of-way and properly complete the grading in this <br /> location. <br /> • Immediately to the west of the parking at the north end of the building, the contours <br /> do not appear to provide adequate grade for drainage around this side of the building. <br /> From the catch basin located north of the building to the southwest corner of the <br /> parking area is approximately one foot of fall. However, half of this is taken up by <br /> the concrete curb. This provides for very minimal grade around that side of the <br /> building. It is unlikely that the drainage in this area will find its way around to the <br /> • north side of the building, but rather will be directed into the side of the building. <br /> • Prior to any work being done on the side, an erosion control plan should be approved <br /> and put into place. The site is approximately four acres and it appears that it will be <br /> totally graded. There will be need for silt fence or some other type of erosion control <br /> around the perimeter of most of the site. <br /> C. UTILITY PLAN <br /> • A review of the storm drainage in the area indicates that by adding this size of property <br /> with this much impervious surface directly into the 36-inch pipe which crosses it may <br /> cause additional ponding on Proctor Avenue. The catch basins at the low point on <br /> Proctor are approximately two to three feet lower than the catch basins on the <br /> apartment site. This could cause additional length of ponding at each of the catch <br /> basins along Proctor until additional capacity is available after the apartment site <br /> drains. To eliminate any concern regarding this type of problem or the concern that <br /> the Proctor Avenue flowage would pond water on the apartment site, we would <br /> recommend that the storm sewer from the apartment site be directed independently into <br /> the Lion's Park pond. The best scenario for this could be reviewed with Phil Hals, but <br /> it is believed to be parallel to the existing storm sewer along the north side of the <br /> apartment site. <br /> 411 <br /> 206-1202.jan <br />