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28-14 Amend Chp. 1339 Storm Water Mgmt
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28-14 Amend Chp. 1339 Storm Water Mgmt
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county that the project is located in. Anti -seep collars shall be provided <br />for all pipe conduits through an embankment. <br />(1) Safety Features: <br />(1) The primary spillway opening shall not permit access to the public and <br />other non - maintenance personnel. <br />(2) The perimeter of all water pool areas that are deeper than three feet <br />shall be surrounded by benches that meet the following: <br />A. A safety bench, with a maximum slope of 3 percent, which extends <br />outward, on dry land, from the shoreline. This bench will be a min- <br />imum of 25 feet wide to provide for the safety of individuals and <br />maintenance vehicles that are adjacent to the water pool. The safe- <br />ty bench may be landscaped, without the use of structures, to pre- <br />vent access to the water pool. <br />B. Side slopes between the safety bench and the aquatic bench shall <br />not be steeper than 3:1 (three feet horizontal for every one foot ver- <br />tical). <br />C. An aquatic bench that extends inward fi-om the shoreline far <br />enough to ensure public safety and has a maximum depth of 15 <br />inches below the normal water surface elevations. The aquatic <br />bench may be landscaped to prevent access to the deeper water <br />pool. The aquatic bench may also be incorporated into the post - <br />construction water quality plan. <br />D. Side slopes beyond the aquatic bench and below the permanent <br />water level shall not be steeper than 2:1 (two feet horizontal for <br />every one foot vertical). <br />E. The contours of the pond will be designed and managed to elimi- <br />nate drop -offs and other hazards. Side slopes getting to the pond <br />shall not exceed 3:1 and shall terminate on a safety bench. <br />(in) Water Quality Basin: If a water quality basin is needed and cannot be incor- <br />porated into an existing or planned detention or retention basin then a sepa- <br />rate water quality basin will need to be planned, designed, constructed and <br />maintained into perpetuity. Water quality basins will not be constructed in <br />any permanent or intermittent stream channel. <br />(n) Flexibility: These standards are general guidelines and shall not limit the <br />right of the city engineer to impose at any time additional and more strin- <br />gent requirements nor shall the standards limit the right of the city engineer <br />to waive, in writing, individual requirements. If the city engineer waives, in <br />writing, individual requirements the owner will provide the city engineer <br />with the information and documentation required to assure Ohio EPA that <br />the waived requirement will not degrade water quality. <br />(r) Redevelopment Projects: Sites that have been previously developed where <br />no post - construction BNIPs were installed shall either ensure a 20 percent <br />net reduction of the site impervious area, provide for treatment of at least 20 <br />percent of the WQv, or a combination of the two. A one - for -one credit to- <br />wards the 20 percent net reduction of impervious area can be obtained <br />65 <br />
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