2006-015 Ordinance - Laserfiche WebLink

Home Browse Search

Wiz: , CITY OF NORTH OLMSTED ORDINANCE NO. 2006 -15 BY: Council Members Gareau, Barker, Miller, Dailey Jones, Orlowski AN ORDINANCE AMENDING SECTION 927.07 OF CHAPTER 927 (STORM WATER MANAGEMENT AND URBAN SEDIMENT POLLUTION ABATEMENT SYSTEMS) OF THE STREETS, UTILITIES AND PUBLIC SERVICES CODE, IN ORDER TO REMOVE THEREFROM THE PROVISION THAT STORMWATER STORAGE FACILITIES MUST BE APPROVED BY, IN ADDITION TO THE CITY ENGINEER, THE PLANNING AND DESIGN COMMISSION AND THE CITY COUNCIL AND DECLARING AN EMERGENCYAS AMENDED. WHEREAS, it is the desire of this Council, upon review, to remove the provision in Section 927.07 of Chapter 927 of the Streets, Utilities and Public Services Code, that stormwater storage facilities must be approved by, in addition to the City Engineer, the Planning and Design Commission and the City Council; NOW THEREFORE, BE IT ORDAINED BY THE COUNCIL OF THE CITY OF NORTH OLMSTED, CUYAHOGA COUNTY, AND STATE OF OHIO: SECTION 1: That Section 927.07 of Chapter 927 (Storm Water Management and Urban Sediment Pollution Abatement Systems) of the Streets, Utilities and Public Services Code, which presently reads as follows: 927.07 STORMWATER STORAGE STANDARDS. Stormwater storage facilities shall be either underground storage facilities, dry or wet ponds or a combination thereof as approved by the City Engineer, the Planning Commission and City Council during the development review process set forth in Chapter 1126 of the City Zoning Code. Wet ponds (ponds that are designed to retain stormwater to a certain depth) shall be enclosed by a fence in accordance with Chapter 1345. (a) All materials and components used for the construction of a stormwater storage facility shall conform to the latest version of the UNIFORM STANDARDS FOR SEWERAGE IMPROVEMENTS or other approved standards and, where necessary, shall be designed to support a standard H-20 wheel load if the facility is located under a roadway, drive or parkin area. Corrugated metal pipe shall have annular ends with matching bands, gasket joints, and watertight seams. All plate bulkheads over 24" in diameter shall be reinforced with external braces and stiffeners. Corrugated metal pipe shall be galvanized or aluminized. Reinforced concrete pipe used for storage facilities shall have premium joints and shall have endwalls or bulkheads designed to resist anticipated loads. Access manholes with access steps shall be provided at each end of an underground storage facility and at intermediate points, if deemed necessary by the City Engineer. The invert elevation of the storage facility outlet and the restrictor pipe shall be aligned in such a manner to eliminate the creation of a sump within the storage facility. Pipe installation methods and bedding materials shall conform to those recommended in the UNIFORM STANDARDS FOR SEWERAGE IMPROVEMENTS.