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on <br />� 0o. 3 <br />A s <br />o m <br />m 3 <br />< N. <br />m m <br />U) <br />N <br />M <br />v <br />m <br />v <br />v <br />m <br />3 <br />m <br />v <br />r <br />U <br />U <br />MM <br />� N <br />� O <br />� N <br />� N <br />N N <br />Table 6 <br />Watershed District Standards Summary <br />Project size <br />Development or redevelopment 1 -acre or <br />Projects disturbing greater than one acre of <br />Projects disturbing greater than one acre of <br />applicability <br />greater, single family residential development <br />land, or 10,000 square feet of land adjacent <br />land. <br />5 -acres or greater; size thresholds do not <br />to a waterbody and repairs, replaces, or <br />apply if the site is within the 100 -yr <br />creates impervious surface. <br />floodplain, within 1000' of a public water or <br />wetland, or within 300' or Rice Creek, <br />Clearwater Creek, or a public ditch. (See <br />additional applicability for ESC). <br />Water <br />Stormwater BMPs shall remove 90% of total <br />Developments shall incorporate effective <br />Quality <br />BMPs sized to treat runoff from a two -year <br />suspended solids from the runoff generated <br />non -point source pollution reduction BMPs to <br />(2.8 ") storm under the developed condition. <br />by a 2.5 -inch rainfall event (NURP water <br />achieve 90% total suspended solids removal <br />For redevelopment disturbing less than 50% <br />quality storm). <br />from the runoff generated by a NURP water <br />of the existing impervious surface and <br />quality storm (2.5" rainfall). <br />Volume <br />increasing the impervious surface by less than <br />Stormwater runoff volume reduction shall be <br />Stormwater runoff volume retention shall be <br />Control <br />50% the standard is the 0.8" event rather <br />achieved onsite in the amount of one inch of <br />achieved onsite in the amount equivalent to <br />than the 2.8" event. <br />runoff from impervious surfaces. <br />the runoff generated from a one inch rainfall <br />over the impervious surfaces of the <br />development. <br />Rate Control <br />Proposed runoff rates at the site boundary, in <br />Runoff rates shall not exceed existing runoff <br />Runoff rates for the proposed activity shall <br />aggregate, must not exceed existing rates for <br />rates for the 2 -year, 10 -year, and 100 -year <br />not exceed existing runoff rates for the 2- <br />the critical two -year and 100 -year frequency <br />critical storm events. <br />year, 10 -year, and 100 -year critical storm <br />events. <br />events. <br />Wetland <br />Permitted bounce and inundation period <br />Wetlands shall not be drained, filled wholly or <br />All Stormwater must be treated to the water <br />bounce/ <br />based on susceptibility classification of <br />in part, excavated, or have sustaining <br />quality standard outlined in Rule C.d.3 before <br />inundation <br />wetland (see Rule C paragraph 7). <br />hydrology impacted such that there will be a <br />discharge to a wetland. <br />decrease in the inherent (existing) functions <br />and values of the wetland. <br />Wetland <br />NA <br />A minimum buffer of 25 feet of permanent <br />Wetland buffers shall be required for all <br />buffer <br />District approved non - impacted vegetative <br />developments adjacent to a wetland whether <br />ground cover abutting and surrounding a <br />or not the wetland is located on the same <br />wetland is required. <br />parcel as the proposed development. See <br />Rule E, Table 4 for average and minimum <br />wetland buffer widths. <br />