A. 
Removal of spring and surface water. All subdivisions shall be related to the drainage pattern affecting the areas involved, with proper provision to be made for adequate storm drainage facilities. The subdivider may be required by the Planning Board to carry away by pipe or open ditch any spring or surface water that may exist either previous to or as a result of the subdivision; such drainage facilities shall be located in the street right-of-way, where feasible, or in perpetual unobstructed easements of appropriate width. A culvert or other drainage facility shall, in each case, be of adequate size to accommodate the potential runoff from the entire upstream drainage area, whether inside or outside the subdivision area. The design and size of this facility shall be subject to the approval of the Town Engineer.
B. 
Drainage structure to accommodate potential development upstream. A culvert or other drainage facility shall, in each case, be large enough to accommodate potential runoff from its entire upstream drainage area, not only the anticipated discharge from the property being subdivided but also the anticipated runoff that occurs when property at a higher elevation in the drainage basin is developed. The Town Engineer shall approve the design and size of facility based on anticipated runoff from the following storm frequencies under conditions of total potential development permitted by Chapter 250, Zoning, in the watershed:
(1) 
For watersheds with drainage areas of fewer than 320 acres, all structures should be designed to carry the peak runoff for a twenty-five-year storm.
(2) 
For watersheds with drainage areas of between 320 acres and 640 acres, the structures should be designed to carry peak runoff for a fifty-year storm.
(3) 
For watershed with drainage areas larger than one square mile, all structures should be designed to carry peak runoff for a one-hundred-year storm. The only acceptable method for calculating anticipated runoff shall be computed by the soil cover complex method as utilized by the Soil Conservation Service of the United States Department of Agriculture.
C. 
Responsibility for drainage downstream. The subdivider's engineer shall study and submit a written report of the effect of each subdivision on the existing downstream drainage facilities outside the area of the subdivision. This study shall be reviewed by the Town Engineer and the Orange County Soil and Water Conservation District. Where it is anticipated that the additional runoff incident to the development of the subdivision will overload an existing downstream drainage facility during a twenty-five-year storm, provision for the storage of the increased runoff must be made by the developer.
D. 
Land subject to flooding. Land subject to periodic or occasional flooding or land deemed by the Planning Board to be uninhabitable shall not be platted for residential occupancy nor for such other uses as may increase danger to health, life or property or aggravate the flood hazard, but such land within the plat shall be set aside for such uses as shall not be endangered by periodic or occasional flooding.
E. 
Easements. Where a subdivision is traversed by a watercourse, drainageway, channel or stream, there shall be provided a stormwater easement or drainage right-of-way conforming substantially with the lines of such watercourse and such further width or construction, or both, as the Town Engineer may deem adequate to the purposes but in no case fewer than 30 feet in width and of such width as to encompass the flood of record, plus three feet in elevation. Drainage easements shall be carried from the road to a natural watercourse or to other drainage facilities. When a proposed drainage system will carry water across private land outside the subdivision, appropriate rights must be secured and indicated on the plat.
F. 
House and lot drainage. Drainage of individual lots and dwellings, including footing drains, to assure proper runoff from roofs, driveways and paved surfaces shall be required for Planning Board approval. The installation of such facilities shall be required prior to the issuance of a certificate of occupancy.
[1]
Editor's Note: See also Ch. 250, Zoning, Art. X, Stormwater Management and Erosion and Sediment Control.