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1998-TOWN MEETING RECORDS
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1998-TOWN MEETING RECORDS
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Mashpee_Meeting Documents
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TOWN MEETING
Meeting Document Type
Minutes
Meeting Date
12/31/1998
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and by replacing the current language of Subsection 174-81.N.with the following,indicating that such uses <br /> are prohibited in the District: <br /> "N.Land uses which result in the rendering impervious of more than fifteen percent(15%)or two thousand <br /> five hundred(2,500)square feet of any lot,whichever is greater,except as permitted under Section 174- <br /> 82." <br /> and by amending Subsection 172.82.A.by replacing the first four lines,up to the phrase"may require:", <br /> with the following: <br /> "A.Within the Groundwater Protection District,unless prohibited by a specific provision of Article VI,the <br /> following uses may be permitted by the Planning Board under any special permit issued by that Board,or <br /> otherwise by a special permit from the Zoning Board of Appeals following the procedures specified in <br /> Subsection B.below,under such conditions as each Board,acting as the permitting authority,may require:" <br /> and by adding a new Subsection 174.82.A.(4)as follows: <br /> "(4)The rendering impervious of greater than fifteen percent(15%)or two thousand five hundred(2,500) <br /> square feet of any lot,whichever is greater,provided that a system of stormwater management and artificial <br /> recharge of precipitation is developed which is designed to:prevent untreated discharges to wetlands and <br /> surface waters,preserve hydrologic conditions that closely resemble pre-development conditions,reduce or <br /> prevent flooding by managing the peak discharges and volumes of runoff,minimize erosion and <br /> sedimentation,not result in significant degradation of groundwater,reduce suspended solids and other <br /> pollutants to improve water quality and provide increased protection of sensitive natural resources. <br /> These standards may be met using the following or similar best management practices: x, <br /> For lots occupied,or proposed to be occupied,by single or two-family residences,recharge shall be <br /> attained through site design that incorporates natural drainage patterns and vegetation in order to maintain <br /> pre-development stormwater patterns and water quality to the greatest extent possible. Stormwater runoff <br /> from rooftops,driveways and other impervious surfaces shall be routed through grassed water quality p <br /> swales,as sheet flow over lawn areas or to constructed stormwater wetlands,sand filters,organic filters and <br /> /or similar systems capable of removing nitrogen from stormwater. <br /> i <br /> For lots occupied or proposed to be occupied by other uses,a stormwater management plan shall be <br /> developed which provides for the artificial recharge of precipitation to groundwater through site design that <br /> incorporates natural drainage patterns and vegetation and through the use of constructed(stormwater) <br /> wetlands,wet(retention)ponds,water quality swales,sand filters,organic filters or similar site-appropriate <br /> best management practices capable of removing nitrogen and other contaminants from stormwater and <br /> meeting the Stormwater Management Standards and technical guidance contained in the Massachusetts <br /> Department of Environmental Protection's Stormwater Management Handbook,Volumes 1 and 2,dated <br /> March 1997,for the type of use 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 vernal pools. Dry wells shall <br /> be prohibited. Except when used for roof runoff from non-galvanized roofs,all such wetlands,ponds, <br /> swales or 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 contamination and <br /> to avoid sedimentation of treatment and leaching facilities. All such artificial recharge systems shall be <br /> maintained in full working order by the owner(s)under the provisions of an operations and maintenance <br /> plan approved by the permitting authority to ensure that systems function as designed. Infiltration systems <br /> greater than three(3)feet deep shall be located at least one hundred(100)feet from drinking water wells. <br /> Any infiltration basins or trenches shall be constructed with a three(3)foot minimum separation between <br /> the bottom of the structure and maximum groundwater elevation. <br /> or take any other action related thereto. j <br /> Submitted by Board of Selectmen <br /> and Watershed Management Committee <br /> Explanation: The Town's current Groundwater Protection District zoning bylaw contains a fairly vague <br /> and difficult-to-implement standard for artificial recharge of stormwater from properties with impervious <br /> lot coverage in excess of 15%("a system for artificial recharge...that will not result in the degradation of <br /> water quality")that was suggested by model regulations developed by the state in the late 80s. The state's <br /> Department of Environmental Management and the Massachusetts Coastal Zone Management Office,with <br /> assistance from the Pioneer Valley Planning Commission,have recently developed more specific standards <br /> i <br />
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