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used must conform to current Lower Rum River Watershed Management Organization <br />(LRRWMO) rules. <br />Z. <br />Lowest Floor Elevation -The Lowest floor elevation <br />of all development, including basements, must be at least 3 feet above the highest anticipated <br />groundwater table, 2 feet above the designated or designed 100 -year flood elevation or 1 foot above the <br />emergency overflow, whichever is higher. The LRRWMO rules designate a procedure for modifying <br />these requirements. <br />preference: <br />sewers <br />.,a dit <br />for the method selected. Storm water volume management practices must be utilized on all new <br />development sites. The options are: <br />(1) Infiltrating or retaining the first one (1) inch of precipitation over the impervious surface of the site. <br />These practices should seek to utilize pervious areas for stormwater treatment and to infiltrate <br />stormwater runoff from driveways, sidewalks, rooftops, parking lots and landscaped areas to the <br />maximum extent practical to provide treatment for both water quantity and quality. <br />(2) Retain the post construction runoff volume on the site for the 95th percentile storm. These practices <br />shall prevent the off -site discharge of the precipitation from all rainfall events less than or equal to <br />the 95th percentile rainfall event. Discharge volume reduction can be achieved by engineered <br />infiltration, canopy interception, soil amendments, evaporation, rainfall harvesting, and /or <br />evapotranspiration and any combination of the aforementioned practices. <br />(3) Match the pre- development runoff conditions. <br />Design and construct stormwater management practices that preserve the pre - development runoff <br />conditions following construction. The post - construction rate, volume, and duration of discharges <br />must not exceed the pre - project rates and the pre - project hydrograph for the 1 and 2 year storms <br />must be replicated through the site design and other appropriate processes. The practices listed <br />above can be used to achieve this goal. Defensible and consistent hydrological assessments and <br />modeling methods must be used and documented. <br />