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<br />Ordinance - 10 <br /> <br />4. Construction of new utility facilities shall be planned and timed to <br />minimize adverse impacts to wildlife and habitat within a /WR <br />conservation area. <br />5. Impacts to plant species listed as threatened or endangered by the <br />Oregon Department of Agriculture or the U.S. Fish and Wildlife <br />Service shall be avoided. <br />(f) Wetland or riparian area enhancement, restoration or creation activities. <br />Subject to EC 9.4980 /WR Water Resources Conservation Overlay Zone <br />Development Standards (2) through (5). <br />(g) Construction of stormwater quality treatment facilities that do not <br />discharge into a stream or wetland within the /WR conservation area and <br />that do not include adding impervious surfaces. Subject to EC 9.4980 <br />/WR Water Resources Conservation Overlay Zone Development <br />Standards (2) though (5). <br />(h) Discharge of stormwater collected from impervious surfaces into a <br />wetland or stream within the /WR conservation area, if the following <br />standards 1. through 4. are met: <br />1. No other gravity-based stormwater discharge options are available <br />for the site. <br />2. All of the stormwater runoff from the development site that will result <br />from the water quality design storm will be treated by a privately <br />constructed and maintained stormwater management facility prior to <br />discharge. For purposes of this subsection, the term "water quality <br />design storm" means a theoretical storm for estimating the amount <br />of stormwater runoff to be treated, and is different for volume based <br />facilities and flow-through facilities as follows: <br />a. Facilities designed to store and treat a volume of stormwater <br />shall be sized using a water quality design storm of 1.4 inches <br />of rainfall in 24-hours using Soil Conservation Service (SCS <br />now the Natural Resources Conservation Service) <br />methodology. <br />b. Facilities designed to treat a rate of flow draining through them <br />shall be sized using a rainfall intensity of 0.12 inches per hour <br />for facilities off-line from the conveyance system, or 0.21 <br />inches per hour for on-line facilities, and using the rational <br />equation. <br />3. The stormwater is treated prior to discharge utilizing one or more of <br />the following stormwater management facilities: eco-roof, <br />stormwater planter, swale, filter, infiltration basin, and manufactured <br />treatment facility. <br />4. Design and construction of the stormwater management facility is <br />subject to EC 9.4980 /WR Water Resources Conservation Overlay <br />Zone Development Standards (2) through (5). <br />(i) Construction of paved pathways of no more than 6 feet in width for <br />passive recreation within the conservation area for Category A, B, or C <br />streams or Category A wetlands, and no more than 12 feet for bike paths <br />identified in TransPlan. Subject to EC 9.4980 /WR Water Resources <br />Conservation Overlay Zone Development Standards (2) through (6) and <br />(11 ). <br />U) Construction of a private access road where no other point of access is <br />available except through the /WR conservation area of a Category A, 8, <br />