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1999-TOWN MEETING RECORDS
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1999-TOWN MEETING RECORDS
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Mashpee_Meeting Documents
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TOWN MEETING
Meeting Document Type
Minutes
Meeting Date
12/31/1999
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ARTICLE 45 <br /> To see if the Town will vote to amend the zoning bylaw to add the following new section 174-21.1. <br /> A. For any new residential or non-residential development requiring either subdivision approval, a special <br /> permit, plan review under the provisions of Subsection 174-24.B., or a building permit for a building <br /> over-one thousand (1000) square feet in area (except for one-family dwellings on individual lots in <br /> existence on May 3, 1999 and their accessory structures a system of stormwater management and <br /> artificial recharge of precipitation shall be required which is designed to achieve the following <br /> purposes: prevent untreated discharges to wetlands and surface waters,preserve hydrologic conditions <br /> that closely resemble pre-development conditions, reduce or prevent flooding by managing the peak <br /> discharges and volumes of runoff, minimize erosion and sedimentation, not result in significant <br /> degradation of groundwater, reduce suspended solids, nitrogen, volatile organics and other pollutants <br /> to improve water quality and provide increased protection of sensitive natural resources. <br /> B. These standards may be met using the following or similar best management practices: <br /> 1) For lots occupied, or proposed to be occupied, by single or two-family residences, recharge shall <br /> be attained through site design that incorporates natural drainage patterns and vegetation in order <br /> to maintain pre-development stormwater patterns and water quality to the greatest extent possible. <br /> Stormwater runoff from rooftops,driveways and other impervious surfaces shall be routed through <br /> vegetated water quality swales, as sheet flow over lawn areas or to constructed stormwater <br /> wetlands, sand filters, organic filters and/or similar systems capable of removing nitrogen from <br /> stormwater. <br /> 2) For lots occupied or proposed to be occupied by other uses,a stormwater management plan which <br /> 1) utilizes site planning techniques to minimize runoff, 2) utilizes nonstructural techniques, <br /> including pollution prevention and source reduction, to minimize the type of treatment needed for <br /> stormwater and 3)provides for the artificial recharge of precipitation to groundwater through site <br /> design that incorporates natural drainage patterns and vegetation and through the use of <br /> constructed (stormwater) wetlands, wet (retention) ponds, water quality swales, sand filters, <br /> organic filters or similar site-appropriate best management practices capable of removing nitrogen <br /> and other contaminants from stormwater and meeting the Stormwater Management Standards and <br /> technical guidance contained in the Massachusetts Department of Environmental Protection's <br /> Stormwater Management Handbook, 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 discharged directly to <br /> rivers,streams,other surface water bodies,wetlands or vernal pools.Dry wells shall be prohibited. <br /> Except when used for roof runoff from non-galvanized roofs, all such wetlands, ponds, swales or <br /> other infiltration facilities shall be preceded by oil, grease and sediment traps or other best <br /> management practices to facilitate control of hazardous materials spills and removal of <br /> contamination and to avoid sedimentation of treatment and leaching facilities. All such artificial <br /> recharge systems shall be maintained in full working order by the owner(s)under the provisions of <br /> an operations and maintenance plan approved by the permitting authority to assure that systems <br /> function as designed. Infiltration systems greater than three (3) feet deep shall be located at least <br /> one hundred (100) feet from drinking water wells. Any infiltration basins or trenches shall be <br /> constructed with a three (3) foot minimum separation between the bottom of the structure and <br /> F <br /> maximum groundwater elevation. <br /> C. The permitting authority shall require the submission of sufficient plans and specifications to <br /> demonstrate the operation and effectiveness of the proposed stormwater management facilities and <br /> practices and shall require their implementation and maintenance, including provisions for deed <br />
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