05/04/1998 Annual Town Meeting - Laserfiche WebLink

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hundred (2,500) square feet of any lot, whichever is greater, except as permitted under Section 174-82." and by amending Subsection 172.82.A. by replacing the first four lines, up to the phrase "may require:", with the following: "A. Within the Groundwater Protection District, unless prohibited by a specific provision of Article VI, the following uses may be permitted by the Planning Board under any special permit issued by that Board, or otherwise by a special permit from the Zoning Board of Appeals following the procedures specified in Subsection B. below, under such conditions as each Board, acting as the permitting authority, may require:" and by adding a new Subsection 174.82.A.(4) as follows: "(4) The rendering impervious of greater than fifteen percent(15%) or two thousand five hundred (2,500) square feet of any lot, whichever is greater, provided that a system of stormwater management and artificial recharge of precipitation is developed which is designed to: prevent untreated discharges to wetlands and surface waters, preserve hydrologic conditions that closely resemble pre-development conditions, reduce or prevent flooding by managing the peak discharges and volumes of runoff, minimize erosion and sedimentation, not result in significant degradation of groundwater, reduce suspended solids and other pollutants to improve water quality and provide increased protection of sensitive natural resources. These standards may be met using the following or similar best management practices: For lots occupied, or proposed to be occupied, by single or two-family residences, recharge shall be attained through site design that incorporates natural drainage patterns and vegetation in order to maintain pre- development stormwater patterns and water quality to the greatest extent possible. Stormwater runoff from rooftops, driveways and other impervious surfaces shall be routed through grassed water quality swales, as sheet flow over lawn areas or to constructed stormwater wetlands, sand filters, organic filters and / or similar systems capable of removing nitrogen from stormwater. For lots occupied or proposed to be occupied by other uses, a stormwater management plan shall be developed which provides for the artificial recharge of precipitation to groundwater through site design that incorporates natural drainage patterns and vegetation and through the use of constructed (stormwater) wetlands, wet (retention) ponds, water quality swales, sand filters, organic filters or similar site-appropriate best management practices capable of removing nitrogen and other contaminants from stormwater and meeting the Stormwater Management Standards and technical guidance contained in the Massachusetts Department of Environmental Protection's Stormwater Management Handbook, Volumes 1 and 2, dated March 1997, for the type of use proposed and the soil types present on the site. Such runoff shall not be discharged directly to rivers, streams, other surface water bodies, wetlands or vernal pools. Dry wells shall be prohibited. Except when used for roof runoff from non-galvanized roofs, all such wetlands, ponds, swales or other infiltration facilities shall be preceded by oil, grease and sediment traps or other best management practices to facilitate control of hazardous materials spills and removal of contamination and to avoid sedimentation of treatment and leaching facilities. All such artificial recharge systems shall be maintained in full working order by the owner(s) under the provisions of an operations and maintenance plan approved by the permitting authority to ensure that systems function as designed. Infiltration systems greater than three (3) feet deep shall be located at least one hundred 41