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I move that the Town vote to approve Article 8 as printed in the warrant with the exception of <br />the phrase "or take any other action relating thereto". <br />Motion passes unanimously at 7:14 p.m. <br />Article 9 <br />To see if the Town will vote to reformat and amend § 174-27.2 (B) (3) of the Mashpee Zoning Bylaw, <br />Stormwater Management, by adding new subsections `vi' and `vii' under current § 174-27.2 (B) (3) (v) <br />and indenting appropriately as follows: <br />3) For new subdivision roadways or for lots occupied or proposed to be occupied by uses other <br />than single or two-family homes, a stormwater management plan which <br />(a) utilizes site planning and building techniques including LID planning and development <br />strategies, such as minimizing impervious surfaces and disturbance of existing natural areas, <br />pervious reserve or overflow parking areas, multi -level buildings, parking structures, "green <br />roofs" and storage and re -use of roof runoff, to minimize runoff volumes and the level <br />treatment required to reduce contaminants <br />(b) minimizes erosion and runoff from disturbed areas during construction and, <br />(c) provides for the following: <br />i. Artificial recharge or precipitation to groundwater through site design that <br />incorporates natural drainage patterns and vegetation and through the use of <br />constructed (stormwater) wetlands, bio retention facilities, vegetated filter strips, <br />rain gardens, wet (retention) ponds, water quality swales, organic filters or <br />similar -site -appropriate current best management practices capable of removing <br />significant amounts of nitrogen and other contaminants from stormwater. Said <br />stormwater treatment facilities shall be designed and sized to retain up to the first <br />inch of rainfall from their catchment area within the area designed for nitrogen <br />51 treatment, before any overflow to subsurface leaching facilities and otherwise <br />meet the Stormwater Management Standards and technical guidance contained <br />in the Massachusetts Department of Environmental Protection's Stormwater <br />Management Handbook, as amended, or State -approved BMP guidance, <br />whichever is stricter Volumes 1 and 2, dated March 1997, for the type of use <br />proposed and the soil types present on the site. Such runoff shall not be <br />discharged directly to rivers, streams, other surface water bodies, wetlands or <br />vernal pools. Except for overflow from stormwater treatment facilities as <br />described above and when there are no other feasible alternatives, dry wells shall <br />be prohibited. <br />ii. Except when used for roof runoff from non -galvanized roofs and for runoff from <br />minor residential streets, all such wetlands, ponds, swales or other infiltration <br />facilities shall be preceded by oil, grease and sediment traps or fore bays or other <br />best management practices to facilitate control of hazardous materials spills and <br />G <br />