[Ord. 215, 5/18/2004, § 5.12; as amended by Ord. 2009-8, 6/16/2009, Art. II; and by Ord. 2011-5, 5/3/2011, Art. IV]
1. All subdivision and land developments shall comply with the Solebury Township Stormwater Management Ordinance, Ord. 2009-3, adopted on January 20, 2009, as amended [Chapter
23].
2. General. All subdivisions and land developments shall comply with the Low Impact Development Practices as outlined in the Pennsylvania Stormwater Best Management Practices Manual, December 2006, as amended ("Manual"), where consistent with design requirements of this chapter. The Manual provides guidance on the development of site controls through the use of Best Management Practices (BMPs). The most appropriate BMPs for stormwater management vary from site to site; however, the basic concepts are as follows:
A. Prevent stormwater impacts, especially pollutants.
B. Mitigate pollutants that cannot be prevented.
C. Manage stormwater as a resource.
D. Sustain the hydrologic balance (quantity and quality).
E. Integrate stormwater into the initial site design process.
F. Preserve and utilize natural systems (soil, vegetation, etc.).
G. Manage stormwater as close to the source as possible.
H. Disconnect/decentralize/distribute.
I. Slow down stormwater by increasing the time of concentration.
3. Design Criteria.
A. The stormwater management system shall be designed to meet the requirements of the Manual. In the event the Delaware River (South) Watershed or Neshaminy Creek Watershed Act 167 requirements are more restrictive, the Act 167 requirements shall apply as determined by the Township Engineer.
B. The Township requires use of Nonstructural BMPs (refer to Chapter
5 of the Manual) to the maximum extent possible because of their ability to prevent stormwater generation and not just mitigate stormwater-related impacts. If Nonstructural BMPs cannot be used, the reasons why must be demonstrated to the Township's satisfaction. Stormwater generation can be reduced by designing the subdivision or land development in ways other than through use of standard or conventional development practices. Prevention and nonstructural BMPs are in contrast with structural BMPs (refer to Chapter
6 of the Manual) that provide mitigation of stormwater impacts which cannot be prevented and/or avoided.
C. The following major "areas" of preventative nonstructural BMPs have been identified in the Manual:
(1) Protect sensitive and special value features.
(3) Minimize disturbance and minimize maintenance.
(5) Disconnect/distribute/decentralize.
(6) Source control.
| Specific nonstructural BMPs have been identified for each of these generalized areas, to better define and improve implementation. One of the most challenging technical issues considered in the Manual involves the selection of BMPs that have a high degree of non-point source (NPS) reduction or removal efficiency. In the ideal, a BMP should be selected that has a proven NPS pollutant removal efficiency for all pollutants of importance, especially those that are critical in a specific watershed. |
D. Chapter
8 of the Manual provides a methodological approach to take credit for applying these nonstructural BMPs, provided that the "specifications" defined for each BMP in Chapter
5 of the Manual are properly followed.
E. The developer shall construct and/or install such drainage structures, on-site and off-site, as necessary to provide a fully functioning stormwater collection and control system meeting the requirements of the Manual. The developer's design shall utilize nonstructural BMPs to the maximum extent possible and consistent with other requirements of this chapter.
F. Stormwater management requirements, including peak rate and volume not met with nonstructural best management practices, shall be controlled with structural best management practices such as infiltration basins, infiltration trenches, porous pavement, constructed wetlands, wet basins, retention basins and dry extended detention basins in accordance with Chapter
6 of the Manual. Design, construction and landscaping of structural best management practices shall be in accordance with requirements of Chapter
6 of the Manual and subject to approval by the Township.
4. On-lot drainage swales shall be designed to provide positive conveyance of surface water from the individual lot. Each swale lot shall convey stormwater from the lot to a storm sewer system, street, open space area or stormwater management easement without crossing or combining with stormwater from more than the adjacent lot.
5. Drainage swales necessary to control surface drainage between lots shall be centered on the common property line.
6. Whenever a watercourse, is located within a development site, it shall remain open in its natural state and location, and shall not be piped (except for road crossings).
7. Where a subdivision or land development is traversed by a watercourse there shall be provided a drainage easement or right-of-way conforming substantially with the line of such watercourse. The width of the easement shall be adequate to provide for unimpeded flow of stormwater runoff from the one-hundred-year return storm event. However, in no case shall the easement be less than 30 feet in width. Terms of the easement shall prohibit excavation, the placing of fill or structures, and any alterations which may adversely affect the flow of stormwater runoff within any portion of the easement. Periodic maintenance of the easement to ensure proper runoff conveyance may be required by the landowner.
8. During review of the stormwater management plan, if the Township determines that off-site improvements are necessary to satisfactorily manage stormwater runoff from the proposed subdivision or land development, the developer shall be responsible for design and construction of those off-site improvements.
9. The tributary area discharging stormwater runoff to any location along the site property boundary shall not increase by more the 25% over the predevelopment condition without written approval from the adjacent affected property owner(s).
10. Existing points of concentrated drainage discharge onto adjacent property shall not be altered without written agreement of the affected property owner(s) and Township; and shall be subject to any applicable discharge criteria specified in the Stormwater Management Ordinance [Chapter
23]. The agreement shall be recorded at the Bucks County Office of Recorder of Deeds and assignable to future owners.
11. Areas of existing sheet flow which discharge onto adjacent property shall be maintained whenever possible. If sheet flow is proposed to be concentrated and discharged onto adjacent property, the developer must document that there are adequate downstream conveyance facilities to safely transport the concentrated discharge or otherwise prove that no harm will result from the concentrated discharge; and submit written approval from the affected adjacent property owner(s).
12. Any required drainage facilities that are located on, or discharge to, a state highway right-of-way shall be subject to approval by the Pennsylvania Department of Transportation.
13. Storm drainage facilities and appurtenances shall be so designed and provided as to minimize erosion in swales, watercourse channels and at all points of discharge.
14. Storm sewers, culverts and related installations shall be provided to permit the flow of natural watercourses, to ensure the drainage of all low points (except in protected "wetlands") on the subdivided lots or developed land areas and along the line of streets, and to intercept stormwater runoff along the streets at intervals related to the extent and grade of the area drained. The system shall also be designed to accommodate or receive and discharge all runoff from adjacent upstream properties. Where adequate existing storm sewers are readily accessible, the developer must connect new stormwater facilities to the existing system.
15. All proposed streets shall be designed so as to discharge surface water from their rights-of-way. Storm drainage improvements as deemed necessary by the Township shall be required along all existing streets which a subdivision or land development abuts.
16. No piped storm sewer system outlet, detention basin, or energy dissipation structure shall discharge closer than 20 feet from the boundary of any drainage easement under the control of the developer or which may be utilized by the developer, so as to allow for adequate space for stormwater dissipation in vegetated land areas controlled by or available to the developer and/or to allow adequate space for equipment access for future maintenance.