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with the submission, <br />No structures shall be located in a FEMA or DNR designated floodway. No structures shall be <br />located within the floodplain of drainage basins less than one (1) square mile unless a <br />floodway determination is conducted. <br />The lowest finished floor of all Structures located within a flood plain shall have a two <br />(2) feet flood protection grade (FPG) with respect to the lowest floor of the structure. <br />8,0 Water Quality <br />For new development areas that disturb 10,000 sq. ft. or more acre of land, , structural BMPs <br />shall be designed to meet water quality requirements as detailed in the Mooresville <br />Stormwater Design Manual. <br />Water quality BMPs are not required for the following projects; <br />(1) Land -disturbing activities where there will be no additional impervious surfaces <br />associated with the final completed project. <br />(2) Single-family residential strip development offered for sale or lease without land <br />improvements and the project is not part of a larger common plan of development or <br />sale. <br />(3) Individual residential building lots within a permitted project site, <br />(4) Residential developments consisting of four (4) or fewer lot developments where the <br />proposed impervious surfaces are 10% or less of the project acreage. Impervious is <br />determined by the sum of all infrastructure (roads, paths, parking, etc,) and the average <br />projects hard surfaces associated with all building lots within the project. <br />(5) Single family residences and private ponds that are not part of a larger common plan of <br />development or sale. <br />Water quality considerations shall be incorporated in the submitted SWMPs and specifications <br />in accordance with the Mooresville Stormwater Design Manual to fulfill the following <br />requirements: <br />8.1 Pretreatment Requirements — Every stormwater treatment practice shall have an <br />acceptable form of water quality pretreatment, in accordance with the pretreatment <br />requirements found in the current Mooresville Stormwater Design Manual. <br />Stotmwater infiltration practices, or practices having an infiltration component, as <br />specified in the Mooresville Stormwater Design Manual, are prohibited, even with <br />pretreatment, in the following circumstances: <br />(A) Where stormwater is generated from highly contaminated source areas as <br />identified by the IDEM, USEPA, or the PWO; <br />(B) Where stormwater is carried in a conveyance system that also carries <br />contaminated, non-stonnwater discharges; <br />(C) Where storatwater is being managed in a designated groundwater recharge <br />TOWN Or, MOORESVILLE STORMWATER MANAGEMENT ORDINANCE <br />20 <br />130 <br />