This Chapter 10, “Floodplain Conservation District,” is the “Floodplain Development Ordinance” for the Town of Wilton, NH. It is intended to be read in conjunction with the remainder of the Wilton Zoning Ordinance (Zoning Ordinance) for purposes of administration and appeals under State law. If any provision of this Chapter differs from or appears to conflict with any other provision of the Zoning Ordinance or any other ordinance or regulation, the provision imposing the stricter requirement or standard shall be controlling.
The following regulations shall apply to all lands designated as areas of special flood hazard by the Federal Emergency Management Agency (FEMA) in its Flood Insurance Study for the County of Hillsborough, N.H." dated September 25, 2009, as it may from time to time be amended, together with the associated Flood Insurance Rate Maps (FIRM) dated September 25, 2009, as they may from time to time be amended, which are declared to be a part of this ordinance and are hereby incorporated by reference.
10.1Definitions.
Words and phrases defined below have the meanings in this section when they are used in this Chapter 10. Definitions in this section are not applicable outside of this Chapter unless they are accompanied by an explicit reference to this Chapter. Definitions in Chapter 3 of the Zoning Ordinance are applicable in this Chapter unless they conflict with a definition in this Chapter, in which case the definition on this section shall apply.
10.1.1Area of Special Flood Hazard.
The land in the flood plain within the Town of Wilton subject to a 1 percent or greater chance of flooding in any given year. The area is designated as Zones A or AE on the Flood Insurance Rate Map where such mapping has been completed.
10.1.2Base flood.
The flood level having a one-percent possibility of being equaled or exceeded in any given year.
10.1.3Base Flood Elevation (BFE).
The elevation of surface water resulting from a Base Flood event.
10.1.4Basement.
Any area of a building having its floor subgrade (below ground level) on all sides.
10.1.5Development.
Any man-made change to improved or unimproved real estate, including but not limited to erection of buildings or other structures, mining, dredging, filling, grading, paving, excavation or drilling operations or storage of equipment or materials. (Amended March, 2007)
10.1.6FEMA.
The Federal Emergency Management Agency.
10.1.7Flood or Flooding.
A general and temporary condition of partial or complete inundation of two or more acres of normally dry land area or of two or more properties as a result of:
The overflow of inland or tidal waters;
The unusual and rapid accumulation or runoff of surface waters from any source;
Mudslides (i.e., mudflows) which are proximately caused by flooding and are akin to a river of liquid and flowing mud on the surfaces of normally dry land areas, as when earth is carried by a current of water and deposited along the path of the current; and/or
Collapse or subsidence of land along the shore of a lake or similar body of water as a result of erosion or undermining caused by waves or currents of water exceeding anticipated cyclical levels that result in a flood as defined above.
10.1.8Flood Insurance Study (FIS).
A compilation and presentation of flood risk data for specific watercourses, lakes and coastal flood hazard areas within a community.
10.1.9Flood Insurance Rate Map (FIRM).
(FIRM)
An official map incorporated into this Chapter on which FEMA has delineated both the areas of special flood hazard and the risk premium zones applicable to the Town of Wilton. The FIRM will be used to make determinations of flood hazard zones and base flood elevations.
Any combination of structural and/or non-structural additions, changes or adjustments to structures that reduce or eliminate flood damage to real estate or improved real property, water or sanitation facilities, or structures and their contents.
10.1.13Highest adjacent grade.
The highest natural elevation of the ground surface next to any point on the proposed walls of a structure prior to construction.
Listed individually in the National Register of Historic Places or preliminarily determined by the Secretary of the Interior as meeting the requirements for individual listing on the National Register;
Certified or preliminarily determined by the Secretary of the Interior as contributing to the historical significance of a registered historic district or a district preliminarily determined by the Secretary to qualify as a registered historic district;
Individually listed on a state inventory of historic places in states with historic preservation programs which have been approved by the Secretary of the Interior; or
Individually listed on a local inventory of historic places in communities with historic preservation programs that have been certified either;
By an approved state program as determined by the Secretary of the Interior, or
Directly by the Secretary of the Interior in states without approved programs.
10.1.20Lowest Floor.
The lowest floor of the lowest enclosed area (including basement) of a structure. An unfinished or flood resistant enclosure, usable solely for parking of vehicles, building access, or storage in an area other than a basement area is not considered a building's lowest floor; provided, that such an enclosure does not render the structure in violation of the applicable non-elevation design requirements of this ordinance.
10.1.21Manufactured Home.
A structure, transportable in one or more sections, which is built on a permanent chassis and is designed for use with or without a permanent foundation when connected to the required utilities. For floodplain management purposes the term "manufactured home" includes park trailers, travel trailers, and other similar vehicles placed on site for more than 180 consecutive days, and includes manufactured homes located on a single parcel (or contiguous parcels) of land divided into two or more manufactured home lots for rent or sale, but does not include a recreational vehicle.
10.1.17Mean sea level.
The National Geodetic Vertical Date (NGVD) of 1929 or other datum, to which base flood elevations shown on a community’s FIRM are referenced.
10.1.18New construction.
For the purposes of determining insurance rates, structures for which the start of construction commenced on or after the effective date of an initial FIRM or after December 31, 1974, whichever is later, and includes any subsequent improvements to such structures. For floodplain management purposes, new construction means structures for which the start of construction commenced on or after the effective date of a floodplain management regulation adopted by a community and includes any subsequent improvements to such structures.
10.1.19Recreational Vehicle.
A vehicle that is (i) built on a single chassis; (ii) 400 square feet or less when measured at the largest horizontal projection; (iii)designed to be self propelled or permanently towable by a light duty truck; and (iv) designed primarily for use as temporary living quarters for recreational, camping, travel or seasonal use (not for use as a permanent dwelling).
10.1.20Regulatory Floodway.
The channel of a river or other watercourse and the adjacent land areas that must be reserved from encroachment in order to discharge the base flood without a cumulative increase of the water surface elevation beyond a designated height.
10.1.21Structure.
For floodplain management purposes, a walled and roofed building, a manufactured home or, including a gas or liquid storage tank, in each case that is principally above ground.
10.1.22Start of Construction.
The date of the building permit issued for a structure or a substantial improvement thereof, provided, that the actual start of construction, repair, reconstruction, placement or other improvement began in accordance with the requirements of the building permit and during such time while such building permit was in effect. “Actual start” is either the placement of the first permanent element of a structure or any substantial improvement on site, such as the pouring of a slab or footings, the installation of piles, the construction of columns, or any work beyond the stage of excavation, or the placement of a manufactured home on a foundation. In the context of a substantial improvement, “actual start” shall also include when the demolition of an existing structure as part of that substantial improvement begins. Placement of a permanent element does not include land preparation, such as clearing, grading and filling, nor does it include the installation of driveways, streets and/or walkways; excavation for a basement, footings, piers or foundations; the erection of temporary forms or the installation on the property of accessory buildings, such as garages or sheds not occupied as dwelling units or part of the main structure
10.1.23Substantial damage.
Damage of any origin sustained by a structure whereby the cost of restoring the structure to its prior condition would equal or exceed 50 percent of the pre-damage market value of the structure.
10.1.24Substantial Improvement.
Any combination of repairs, reconstruction, rehabilitation, renovation, addition or other improvement to a structure, the estimated total cost (including the market value of donated or discounted services or materials) of which equals or exceeds fifty percent of the market value of the structure before the start of construction of the improvement. The market value of the structure should equal: (1) the appraised value prior to the start of the initial repair or improvement, or (2) in the case of damage, the value of the structure prior to the damage. For the purposes of this definition, "substantial improvement" is considered to occur when the first alteration of any wall, ceiling, floor, or other structural part of the building commences, whether or not that alteration affects the external dimensions of the structure. This term includes structures which have incurred substantial damage, regardless of actual repair work performed. The term does not include any project for improvement of a structure required to comply with existing health, sanitary, or safety code specifications which are solely necessary to assure safe living conditions or any alteration of a "historic structure:, provided that the alteration will not preclude the structure's continued designation as a "historic structure".
10.1.25Violation.
The failure of a structure or other development to be fully compliant with this Chapter.
10.1.26Watercourse.
A river, stream, brook or artificially constructed water channel, together with their tributaries, and any water impoundment areas naturally or artificially created relating to any thereof.
10.1.27Water surface elevation.
The height, in relation to the National Geodetic Vertical Datum (NGVD) of 1929, North American Vertical Datum (NAVD) of 1988, or other datum, where specified, of floods of various magnitudes and frequencies in the floodplains.
In addition, the applicant shall supply the Building Inspector with the following information for all proposed new or substantially improved structures:
The as-built elevation (in relation to mean sea level) of the lowest floor and whether or not the structure contains a basement;
If the structure has been floodproofed, the as-built elevation (in relation to mean sea level) to which the structure was floodproofed; and
In Zone AE, refer to the elevation data provided in the communities Flood Insurance Study and accompanying FIRM;
In Zone A, the Building Inspector may obtain, review and reasonably utilize any Base Flood Elevation data available from any federal, state, or other source including data submitted to the Town for development proposals (e.g., subdivisions, site plan approvals) by a qualified engineer, architect or surveyor. Where the Building Inspector determines that a Base Flood Elevation is not reasonably available or ascertainable for Zone A, the Base Flood Elevation shall be determined to be at least two feet above the highest adjacent grade.
Designed (or modified) and adequately anchored to prevent flotation, collapse, or lateral movement of the structure resulting from hydrodynamic and hydrostatic loads, including the effects of buoyancy;
Constructed with materials resistant to flood damage;
Constructed by methods and practices that minimize flood damages; and
Constructed with electrical, heating, ventilation, plumbing, air conditioning equipment and other service facilities that are designed and/or located so as to prevent water from entering or accumulating within the components during flooding.
For non-residential structures, the lowest horizontal structural member of the lowest floor shall be elevated to or above the Base Flood Elevation or, together with attendant utility and sanitary facilities, shall:
Have structural components capable of resisting hydrostatic and hydrodynamic loads and the effects of buoyancy; and
Be certified by a registered professional engineer or architect that the design and methods of construction are in accordance with accepted standards of practice to meet the provisions of this section;
All manufactured homes to be placed or substantially improved within an Area of Special Flood Hazard shall be elevated on permanent foundations such that the lowest floor of the manufactured home is at or above the Base Flood Elevation and securely anchored to resist flotation, collapse, or lateral movement. Methods of anchoring may include, but are not limited to, use of over-the-top or frame ties to ground anchors. This requirement is in addition to applicable state and local anchoring requirements for resisting wind forces.
Recreational vehicles placed on sites within Zone A or AE shall either: (1) (i) be on the site for fewer than 120 consecutive days and (ii) be fully licensed and on wheels or jacking systems, attached to the site only by quick disconnect type utilities and security devices, with no permanently attached additions; or (2) meet all standards of this Chapter and the elevation and anchoring requirements for manufactured homes in paragraph (c) above.
The area is designed to automatically equalize hydrostatic flood forces or exterior walls by allowing for the entry and exit of floodwaters, either as certified by a registered professional engineer or architect or meet or by exceeding the following minimum requirements:
A minimum of two openings having a total net area of not less than one square inch for every square foot of enclosed area subject to flooding shall be provided;
The bottom of all openings shall be no higher than one foot above grade; and
Openings may be equipped with screens, louvers, or other coverings or devices provided that they permit the automatic entry and exit of floodwaters; and
Where new or replacement water and sewer systems (including on-site systems) are proposed in Areas of Special Flood Hazard the applicant shall provide the Building Inspector with assurance that these systems will be designed to minimize or eliminate infiltration of floodwaters into the systems and discharges from the systems into floodwaters, and that on-site waste disposal systems will be located to avoid impairment to them or contamination from them during flooding.
10.5Alteration of Water Courses.
Any proposed development involving the alteration of a watercourse shall be noticed and authorized as follows, and shall otherwise meet the following requirements, which shall be in addition to all other requirements and limitations in the Zoning Ordinance:
The applicant proposing such alteration shall notify the Wetlands Bureau of the New Hampshire Department of Environmental Services (Wetlands Bureau) and submit copies of such notification, including notice of all scheduled hearings before the Wetlands Bureau, (1) to the Building Inspector, (2) as required by RSA 482-A:3 and (3) to those adjacent communities identified by the Building Inspector.
The applicant shall submit to the Building Inspector a certification prepared, signed, and stamped by a registered professional engineer assuring that the flood-carrying capacity of an altered or relocated watercourse can and will be maintained.
Along watercourses with a Regulatory Floodway, no encroachments, including fill, new construction, substantial improvements, and other development, are allowed within the floodway unless it has been demonstrated through hydrologic and hydraulic analyses performed in accordance with standard engineering practices that the proposed encroachment would not result in any increase in flood levels within the Town of Wilton or any adjacent community during the base flood discharge.
If there is no Regulatory Floodway along a watercourse or portion thereof, no new construction, substantial improvements or other development (including fill) shall be permitted within Zone AE on the FIRM along that watercourse unless it is demonstrated by the applicant that the cumulative effect of the proposed development, when combined with all existing and anticipated development, will not increase the water surface elevation of the base flood more than one foot at any point within the Town of Wilton or any adjacent community.
Based on review and reasonable utilization of floodway data available from Federal, state or other sources, the Building Inspector shall determine that no encroachments, including dredge, fill, topographical alterations, new construction, substantial improvements or other development located in Zone A could result in any increase in flood levels within the community during the base flood discharge.
10.6Variances and Appeals.
Any order, requirement, decision or determination of the Building Inspector that interprets, applies, or construes this Chapter may be appealed to the Zoning Board of Adjustment as set forth in RSA 676:5.
If the applicant, upon appeal, requests a variance as authorized by RSA 674:33, I, in addition to the variance standards set forth in RSA 674:33, I (b), the Zoning Board of Adjustment shall only grant a variance upon a finding that the grant of a variance satisfies the requirements of 44 C.F.R. § 60.6(a), as amended, which includes finding that:
For variances for new construction and substantial improvements to be erected on a lot of one-half acre or less in size contiguous to and surrounded by lots with existing structures constructed below the base flood level;
The applicant has proved that:
good and sufficient cause exists for the grant of the variance;
failure to grant the variance would result in exceptional hardship to the applicant; and
the granting of a variance will not result in increased flood heights, additional threats to public safety, extraordinary public expense, or create nuisances, cause fraud on or victimization of the public, or conflict with existing local laws or ordinances;
The variance is the minimum necessary, considering the flood hazard, to afford relief;
If the ZBA grants the variance, it shall notify the applicant in writing that:
The issuance of a variance to construct below the base flood level will result in substantially increased premium rates for flood insurance as high as $25 for $100 of insurance coverage; and
Such construction below the base flood level will increase risks to life and property.
Such notification shall be maintained with a record of all variance actions.
The Town of Wilton shall maintain a record of all variance actions, including the justification for their issuance, and report the issuance of any variance to the FEMA’s Federal Insurance Administrator in its annual or biennial report.