Conference/Public Meeting Agendas/Documents — Packet

13. Reasonable efforts shall be made to conserve topsoil which is removed during construction for later use on areas requiring vegetation of landscaping; e.g. cut and fill slopes. 14. No structure on the slope shall be located within 60 feet of the bottom of the cliff. 15. Design guidelines: Structures shall be built on the lesser slopes. No structure shall be built on the talus slope of the cliff face. 16. Tree removal on the site shall be subject to the Township's Tree Protection Ordinance (Chapter 31). 17. Vegetation and Revegetation a. The developer shall submit a stabilization and revegetation plan in accordance with Chapter 30 and 31. b. Every effort shall be made to conserve topsoil which is removed during construction for later use on areas requiring vegetation or landscaping e.g. cut and fill slopes. c. Every effort shall be made to preserve the maximum number of trees and other existing vegetation on the site and to avoid disturbance of the critical upland forest area, and to preserve unique and predominant views. 25-28.9 Adequate Contiguous Area. When a lot contains rock formations, wetlands, wetland transition areas, State open waters, floodway, riparian zones, slopes exceeding ten percent (10%), land within 100 feet of a cliff face, land within 100 feet of a ridge line, depth to bedrock of less than four feet, or similar constraining conditions, the appropriate Board (Planning or Zoning), after adequate investigation shall determine whether adequate contiguous area free of restraining conditions exist. In such an instance it must be demonstrated that there is an adequate contiguous area on the lot which is free of constraining factors and which is sufficient to accommodate the proposed development, including but not limited to all access drives, parking areas, front, rear and side yards and the like, constructed in accordance with all the provisions of this section. The unconstrained area shall have a width as defined in Chapter 25-4 lot width, but for a depth sufficient to build a structure, within the minimum bulk requirements. 25-28.10 Variances. Any applicant subject to the requirements of this chapter seeking to construct, disturb or clear in excess of the

nt to build a structure, within the minimum bulk requirements. 25-28.10 Variances. Any applicant subject to the requirements of this chapter seeking to construct, disturb or clear in excess of the requirements of this ordinance shall require a variance under N.J.S.A 40:55D-70(c). 25-29 STORMWATER CONTROL. 25-29.1 Purpose. a. Policy Statement. Flood control, groundwater recharge, and pollutant reduction through nonstructural or low impact techniques shall be explored before relying on structural BMPs. Structural BMPs should be integrated with nonstructural stormwater management measures and proper maintenance plans. Nonstructural measures include both environmentally sensitive site design and source controls that prevent pollutants from being placed on the site. Source control plans should be developed based upon physical site conditions and the origin, nature, and the anticipated loading of potential pollutants. Multiple stormwater management BMPs may be necessary to achieve the established performance standards for water quality, quantity, and groundwater recharge. 134