(A) The minimum control criteria established in this section and the Design Manual are as follows:
(1) Shall require that the groundwater recharge volume, water quality volume and peak runoff attenuation for the two-year frequency storm event is used to design BMPs according to the Design Manual. Control of the ten-year frequency storm event is required according to the Design Manual if the Town Planning and Zoning Commission, its agent(s) or the Town Engineer determines that historical flooding problems exist and downstream floodplain development and conveyance system design cannot be controlled.
(2) Shall require that the groundwater recharge volume, water quality volume and stream channel protection sizing criteria be used to design BMPs according to the Design Manual.
(3) The Town Planning and Zoning Commission, its agent(s) or the Town Engineer may require more than the minimum control requirements specified in this chapter if hydrologic or topographic conditions warrant or if flooding, stream channel erosion or water quality problems exist downstream from a proposed project.
(B) Stormwater management and development plans where applicable, shall be consistent with adopted and approved watershed management plans or flood management plans as approved by the DEP in accordance with [site regulation or statute here if such exists].
(Ord. passed 7-14-2008)