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ITEM 8 <br />MEMO TO: Clerk -Administrator and City Council <br />FROM: Director of Public Works/Community Development <br />DATE: December 31, 1986 <br />SUBJECT: RED OAK PARK SUBDIVISION <br />Attached please find the following: <br />1. Letter from Suburban Engineering dated December 22, 1986. <br />2. Storm water calculation dated December 22, 1986. <br />3. Proposed Development Agceement No. 86-78, Exhibit 2A. <br />Existing run-off from the Red Oak Park site flows over land into <br />property with the address of 8180 Eastwood Road. The existing <br />run-off from the Red Oak site ponds in the back yard of this <br />property and seeps into the ground. The calculations dated <br />December 22, 1986, by Suburban Engineering, Inc. are based on the <br />premise that the amount of water leaving the site after <br />development cannot exceed the amount of water leaving the site <br />prior to development. The calculations indicate that the amount <br />of water leaving the site prior to development is 0.33 <br />acre-feet. The calculations also indicate that the amount of <br />water leaving the site after the pond is constructed is 0.28 <br />acre-feet (0.65 acre-feet minus 0.37 acre- feet). <br />(. In addition, the developer is proposing to install a one-way <br />check valve inside the proposed control structure to prevent <br />storm water from backing up into their Red Oak pond from the <br />existing storm sewer. The developer has also verbally agreed to <br />install a 4 foot diameter, 4 foot deep eccentric manhole, with <br />steps as the control structure so that people can work on the <br />check valve when necessary. Check valves have a tendency to clog <br />or stick in the open or closed position from time to time. <br />Page 2 of the December 22, 1986, letter from Suburban Engineering <br />indicates that the water level in the back yard of 8180 Eastwood <br />Road can reach the elevation of 910.17 without flooding the <br />basement of said house. <br />The developer, at my request, is proving an emergency overflow <br />route for storm water from the existing low area to further <br />protect the residents at 8180 Eastwood Road. This is necessary <br />because in the unlikely occurrence of a 1 in 500 year storm, <br />there should be a place for water to flow. The developer is <br />proposing to do this by adjusting the existing manhole located <br />near the north property line of the Red Oak Park subdivision to a <br />rim elevation of 909.5 and provide a drainage swale from the <br />existing low area to this catch basin. To construct the swale on <br />the property at 8180 Eastwood Road, approval from the property <br />owner is necessary. <br />