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HomeMy WebLinkAboutproposed local law #1 of 2025- Town of Groton Floodplain Developement Law
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PROPOSED TOWN OF GROTON LOCAL LAW #1 OF 2025
A local law to amend the Town of Groton Flood Damage Prevention Law as authorized by the New
York State Constitution, Article IX, Section 2, and Environmental Conservation Law, Article 36
SECTION 1.0
STATUTORY AUTHORIZATION AND PURPOSE
1.1 FINDINGS
The Town Board of the Town of Groton finds that the potential and/or actual damages from flooding
and erosion may be a problem to the residents of the Town of Groton and that such damages may
include; destruction or loss of private and public housing, damage to public facilities both publicly
and privately owned, and injury to and loss of human life. To minimize the threat of such damage
and to achieve the purposes and objectives hereinafter set forth, this local law is adopted.
1.2 STATEMENT OF PURPOSE
It is the purpose of this local law to promote public health, safety, and general welfare, and to
minimize public and private losses due to flood conditions in specific areas by provisions designed
to:
(1) regulate uses which are dangerous to health, safety and property due to water or erosion
hazards, or which result in damaging increases in erosion or in flood heights or velocities;
(2) require that uses vulnerable to floods, including facilities which serve such uses, be protected
against flood damage at the time of initial construction;
(3) control the alteration of natural floodplains, stream channels, and natural protective barriers
which are involved in the accommodation of flood waters;
(4) control filling, grading, dredging and other development which may increase erosion or flood
damage;
(5) regulate the construction of flood barriers which will unnaturally divert flood waters, or which
may increase flood hazards to other lands, and;
(6) qualify and maintain for participation in the National Flood Insurance Program.
1.3 OBJECTIVES
The objectives of this local law are:
(l) to protect human life and health;
(2) to minimize the expenditure of public money for costly flood control projects;
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PROPOSED TOWN OF GROTON LOCAL LAW #1 OF 2025
(3) to minimize the need for rescue and relief efforts associated with flooding and generally
undertaken at the expense of the general public;
(4) to minimize prolonged business interruptions;
(5) to minimize damage to public facilities and utilities such as water and gas mains, electric,
telephone, sewer lines, streets and bridges located in areas of special flood hazard;
(6) to help maintain a stable tax base by providing for the sound use and development of areas of
special flood hazard to minimize future flood blight areas;
(7) to provide that developers are notified that property is in an area of special flood hazard; and,
(8) to ensure that those who occupy the areas of special flood hazard assume responsibility for their
actions.
SECTION 2.0
DEFINITIONS
Unless specifically defined below, words or phrases used in this local law shall be interpreted so as to give
them the meaning they have in common usage and to give this local law its most reasonable application.
“Accessory Structure” is a structure used solely for parking (two-car detached garages or smaller) or
limited storage, represent a minimal investment of not more than 10 percent of the value of the primary
structure, and may not be used for human habitation.
"Appeal" means a request for a review of the Local Administrator's interpretation of any provision of this
Local Law or a request for a variance.
"Area of shallow flooding" means a designated AO, AH or VO Zone on a community's Flood Insurance
Rate Map (FIRM) with a one percent or greater annual chance of flooding to an average annual depth of
one to three feet where a clearly defined channel does not exist, where the path of flooding is unpredictable
and where velocity flow may be evident. Such flooding is characterized by ponding or sheet flow.
"Area of special flood hazard" is the land in the floodplain within a community subject to a one percent
or greater chance of flooding in any given year. This area may be designated as Zone A, AE, AH, AO, A1-
A30, A99, V, VO, VE, or V1-V30. It is also commonly referred to as the base floodplain or l00-year
floodplain. For purposes of this Local Law, the term “special flood hazard area (SFHA)” is synonymous in
meaning with the phrase “area of special flood hazard.”
"Base flood" means the flood having a one percent chance of being equaled or exceeded in any given year.
"Basement" means that portion of a building having its floor subgrade (below ground level) on all sides.
"Building" see "Structure"
"Cellar" has the same meaning as "Basement".
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PROPOSED TOWN OF GROTON LOCAL LAW #1 OF 2025
"Crawl Space" means an enclosed area beneath the lowest elevated floor, eighteen inches or more in
height, which is used to service the underside of the lowest elevated floor. The elevation of the floor of this
enclosed area, which may be of soil, gravel, concrete or other material, must be equal to or above the
lowest adjacent exterior grade. The enclosed crawl space area shall be properly vented to allow for the
equalization of hydrostatic forces which would be experienced during periods of flooding.
"Development" means any man-made change to improved or unimproved real estate, including but not
limited to buildings or other structures, mining, dredging, filling, paving, excavation or drilling operations
or storage of equipment or materials.
"Elevated building" means a non-basement building (i) built, in the case of a building in Zones A1-A30,
AE, A, A99, AO, AH, B, C, X, or D, to have the top of the elevated floor, or in the case of a building in
Zones V1-30, VE, or V, to have the bottom of the lowest horizontal structure member of the elevated floor,
elevated above the ground level by means of pilings, columns (posts and piers), or shear walls parallel to
the flow of the water and (ii) adequately anchored so as not to impair the structural integrity of the building
during a flood of up to the magnitude of the base flood. In the case of Zones A1-A30, AE, A, A99, AO,
AH, B, C, X, or D, "elevated building" also includes a building elevated by means of fill or solid
foundation perimeter walls with openings sufficient to facilitate the unimpeded movement of flood waters.
In the case of Zones V1-V30, VE, or V, "elevated building" also includes a building otherwise meeting the
definition of "elevated building", even though the lower area is enclosed by means of breakaway walls that
meet the federal standards.
"Federal Emergency Management Agency" means the Federal agency that administers the National
Flood Insurance Program.
"Flood" or "Flooding" means a general and temporary condition of partial or complete inundation of
normally dry land areas from:
(l) the overflow of inland or tidal waters;
(2) the unusual and rapid accumulation or runoff of surface waters from any source.
"Flood" or "flooding" also means the collapse or subsidence of land along the shore of a lake or other body
of water as a result of erosion or undermining caused by waves or currents of water exceeding anticipated
cyclical levels or suddenly caused by an unusually high water level in a natural body of water,
accompanied by a severe storm, or by an unanticipated force of nature, such as a flash flood or an abnormal
tidal surge, or by some similarly unusual and unforeseeable event which results in flooding as defined in
(1) above.
"Flood Boundary and Floodway Map (FBFM)" means an official map of the community published by
the Federal Emergency Management Agency as part of a riverine community's Flood Insurance Study. The
FBFM delineates a Regulatory Floodway along water courses studied in detail in the Flood Insurance
Study.
"Flood Elevation Study" means an examination, evaluation, and determination of the flood hazards and,
if appropriate, corresponding water surface elevations, or an examination, evaluation, and determination of
flood-related erosion hazards.
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PROPOSED TOWN OF GROTON LOCAL LAW #1 OF 2025
"Flood Hazard Boundary Map (FHBM)" means an official map of a community, issued by the Federal
Emergency Management Agency, where the boundaries of the areas of special flood hazard have been
designated as Zone A but no flood elevations are provided.
"Flood Insurance Rate Map (FIRM)" means an official map of a community, on which the Federal
Emergency Management Agency has delineated both the areas of special flood hazard and the risk
premium zones applicable to the community.
"Flood Insurance Study" see "flood elevation study".
"Floodplain" or "Flood-prone area" means any land area susceptible to being inundated by water from
any source (see definition of "Flooding").
"Floodproofing" means any combination of structural and non-structural additions, changes, or
adjustments to structures which reduce or eliminate flood damage to real estate or improved real property,
water and sanitary facilities, structures and their contents.
"Floodway" - has the same meaning as "Regulatory Floodway".
"Functionally dependent use" means a use which cannot perform its intended purpose unless it is located
or carried out in close proximity to water, such as a docking or port facility necessary for the loading and
unloading of cargo or passengers, shipbuilding, and ship repair facilities. The term does not include long-
term storage, manufacturing, sales, or service facilities.
"Highest adjacent grade" means the highest natural elevation of the ground surface, prior to construction,
next to the proposed walls of a structure.
"Historic structure" means any structure that is:
(1) listed individually in the National Register of Historic Places (a listing maintained by the
Department of the Interior) or preliminarily determined by the Secretary of the Interior as
meeting the requirements for individual listing on the National Register;
(2) 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;
(3) 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
(4) individually listed on a local inventory of historic places in communities with historic
preservation programs that have been certified either:
(i) by an approved state program as determined by the Secretary of the Interior or
(ii) directly by the Secretary of the Interior in states without approved programs.
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PROPOSED TOWN OF GROTON LOCAL LAW #1 OF 2025
"Local Administrator" is the person appointed by the community to administer and implement this local
law by granting or denying development permits in accordance with its provisions. This person is often the
Building Inspector, Code Enforcement Officer, or employee of an engineering department.
"Lowest floor" means lowest floor of the lowest enclosed area (including basement or cellar). 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 enclosure
is not built so as to render the structure in violation of the applicable non-elevation design requirements of
this Local Law.
"Manufactured home" means a structure, transportable in one or more sections, which is built on a
permanent chassis and designed to be used with or without a permanent foundation when connected to the
required utilities. The term does not include a "Recreational vehicle"
"Manufactured home park or subdivision" means a parcel (or contiguous parcels) of land divided into
two or more manufactured home lots for rent or sale.
"Mean sea level" means, for purposes of the National Flood Insurance Program, the National Geodetic
Vertical Datum (NGVD) of l929, the North American Vertical Datum of 1988 (NAVD 88), or other datum,
to which base flood elevations shown on a community's Flood Insurance Rate Map are referenced.
"Mobile home" - has the same meaning as "Manufactured home".
"New construction" means structures for which the "start of construction" commenced on or after the
effective date of a floodplain management regulation adopted by the community and includes any
subsequent improvements to such structure.
"One-hundred-year flood" or "100-year flood" has the same meaning as "Base Flood".
"Principally above ground" means that at least 5l percent of the actual cash value of the structure,
excluding land value, is above ground.
"Recreational vehicle" means a vehicle which is:
(1) built on a single chassis;
(2) 400 square feet or less when measured at the largest horizontal projections;
(3) designed to be self-propelled or permanently towable by a light-duty truck; and,
(4) not designed primarily for use as a permanent dwelling but as temporary living quarters for
recreational, camping, travel, or seasonal use.
"Regulatory Floodway" means the channel of a river or other watercourse and the adjacent land areas that
must be reserved in order to discharge the base flood without cumulatively increasing the water surface
elevation more than a designated height as determined by the Federal Emergency Management Agency in a
Flood Insurance Study or by other agencies as provided in Section 4.4-2 of this Law.
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PROPOSED TOWN OF GROTON LOCAL LAW #1 OF 2025
"Start of construction" means the date of permit issuance for new construction and substantial
improvements to existing structures, provided that the actual start of construction, repair, reconstruction,
rehabilitation, addition placement, or other improvement is within 180 days after the date of issuance. The
actual start of construction means the first placement of permanent construction of a building (including a
manufactured home) on a site, such as the pouring of a slab or footings, installation of pilings or
construction of columns.
Permanent construction does not include land preparation (such as clearing, excavation, grading, or filling),
or the installation of streets or walkways, or excavation for a basement, footings, piers or foundations, or
the erection of temporary forms, or the installation of accessory buildings such as garages or sheds not
occupied as dwelling units or not part of the main building. For a substantial improvement, the actual “start
of construction” means the first alteration of any wall, ceiling, floor, or other structural part of a building,
whether or not that alteration affects the external dimensions of the building.
"Structure" means a walled and roofed building, including a gas or liquid storage tank that is principally
above ground, as well as a manufactured home.
"Substantial damage" means damage of any origin sustained by a structure whereby the cost of restoring
the structure to its before-damaged condition would equal or exceed 50 percent of the market value of the
structure before the damage occurred.
"Substantial improvement" means any reconstruction, rehabilitation, addition, or other improvement of a
structure, the cost of which equals or exceeds 50 percent of the market value of the structure before the
"start of construction" of the improvement. The term includes structures which have incurred "substantial
damage", regardless of the actual repair work performed. The term does not, however, include either:
(1) any project for improvement of a structure to correct existing violations of state or local health,
sanitary, or safety code specifications which have been identified by the local code enforcement
official and which are the minimum necessary to assure safe living conditions; or
(2) any alteration of a "Historic structure", provided that the alteration will not preclude the
structure's continued designation as a "Historic structure".
"Variance" means a grant of relief from the requirements of this local law which permits construction or
use in a manner that would otherwise be prohibited by this local law.
“Violation” means the failure of a structure or other development to be fully compliant with the
community’s flood plain management regulations.
SECTION 3.0
GENERAL PROVISIONS
3.1 LANDS TO WHICH THIS LOCAL LAW APPLIES
This local law shall apply to all areas of special flood hazard within the jurisdiction of the
Town of Groton, Tompkins County
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PROPOSED TOWN OF GROTON LOCAL LAW #1 OF 2025
3.2 BASIS FOR ESTABLISHING THE AREAS OF SPECIAL FLOOD HAZARD
The areas of special flood hazard for the Town of Groton, Community Number 361217 are identified
and defined on the following documents prepared by the Federal Emergency Management Agency.
(1) Flood Insurance Rate Map Panels:
36109C0105D, 36109C0106D, 36109C0107D, 36109C0108D, 36109C0109D,
36109C0115D, 36109C0116D, 36109C0117D, 36109C0126D, 36109C0127D,
36109C0128D, 36109C0129D, 36109C0131D, 36109C0132D, 36109C0133D,
36109C0134D, 36109C0136D, 36109C0137D, 36109C0141D, 36109C0142D
whose effective date is June 18, 2025.
1. A scientific and engineering report entitled “Flood Insurance Study, Tompkins
County, New York, (All Jurisdictions),” dated June 18, 2025.
The portions within the above documents depicting the municipal jurisdiction for the Town of
Groton, New York, excluding the incorporated Village, are hereby adopted and declared to be a part
of this Local Law. The Flood Insurance Study and/or Maps:
36109C0107D, 36109C0126D, 36109C0127D, 36109C0128D, 36109C0131D,
36109C0133D, 36109C0136D, 36109C0137D, 36109C0141D, 36109C0142D
are on file at the Groton Town Hall Clerk’s Office located at 101 Conger Blvd. Groton NY, 13073.
3.3 INTERPRETATION AND CONFLICT WITH OTHER LAWS
This Local Law includes all revisions to the National Flood Insurance Program through June 26,
2001, and shall supersede all previous laws adopted for the purpose of flood damage prevention.
In their interpretation and application, the provisions of this local law shall be held to be minimum
requirements, adopted for the promotion of the public health, safety, and welfare. Whenever the
requirements of this local law are at variance with the requirements of any other lawfully adopted
rules, regulations, or ordinances, the most restrictive, or that imposing the higher standards, shall
govern.
3.4 SEVERABILITY
The invalidity of any section or provision of this local law shall not invalidate any other section or
provision thereof.
3.5 PENALTIES FOR NON-COMPLIANCE
No structure in an area of special flood hazard shall hereafter be constructed, located, extended,
converted, or altered and no land shall be excavated or filled without full compliance with the terms
of this local law and any other applicable regulations. Any infraction of the provisions of this local
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PROPOSED TOWN OF GROTON LOCAL LAW #1 OF 2025
law by failure to comply with any of its requirements, including infractions of conditions and
safeguards established in connection with conditions of the permit, shall constitute a violation. Any
person who violates this local law or fails to comply with any of its requirements shall, upon
conviction thereof, be fined no more than $250 or imprisoned for not more than l5 days or both.
Each day of noncompliance shall be considered a separate offense. Nothing herein contained shall
prevent the Town of Groton from taking such other lawful action as necessary to prevent or remedy
an infraction. Any structure found not compliant with the requirements of this local law for which
the developer and/or owner has not applied for and received an approved variance under Section 6.0
will be declared non-compliant and notification sent to the Federal Emergency Management Agency.
3.6 WARNING AND DISCLAIMER OF LIABILITY
The degree of flood protection required by this local law is considered reasonable for regulatory
purposes and is based on scientific and engineering considerations. Larger floods can and will occur
on rare occasions. Flood heights may be increased by man-made or natural causes. This local law
does not imply that land outside the area of special flood hazards or uses permitted within such areas
will be free from flooding or flood damages. This local law shall not create liability on the part of the
Town of Groton any officer or employee thereof, or the Federal Emergency Management Agency, for
any flood damages that result from reliance on this local law, or any administrative decision lawfully
made there under.
SECTION 4.0
ADMINISTRATION
4.1 DESIGNATION OF THE LOCAL ADMINISTRATOR
The Code Enforcement Officer is hereby appointed Local Administrator to administer and implement
this local law by granting or denying floodplain development permits in accordance with its
provisions.
4.2 THE FLOODPLAIN DEVELOPMENT PERMIT
4.2-1 PURPOSE
A floodplain development permit is hereby established to be an addition to a Town of Groton
Building Permit for all construction and other development to be undertaken in areas of special flood
hazard in this community for the purpose of protecting its citizens from increased flood hazards and
ensuring that new development is constructed in a manner that minimizes its exposure to flooding. It
shall be unlawful to undertake any development in an area of special flood hazard, as shown on the
Flood Insurance Rate Map enumerated in Section 3.2, without a valid floodplain development permit.
Application for a permit shall be made on forms furnished by the Local Administrator and shall
include all the required documents for a building permit as well as structural plans, in duplicate that
are drawn to scale showing: the nature, location, dimensions, and elevations of the area in question;
existing or proposed structures, fill, storage of materials, drainage facilities, and the location of the
foregoing.
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PROPOSED TOWN OF GROTON LOCAL LAW #1 OF 2025
4.2-2 FEES
All applications for a floodplain development permit shall be accompanied by an application
fee to be determined by the Groton Town Board annually updated on the fee schedule. In
addition, the applicant shall be responsible for reimbursing the Town of Groton for any
additional costs necessary for review, inspection and approval of this project.
4.3 APPLICATION FOR A PERMIT
The applicant shall provide the following information as appropriate. Additional information may be
required on the permit application form.
(1) The proposed elevation, in relation to mean sea level, of the lowest floor (including basement
or cellar) of any new or substantially improved residential structure to be located in a special
flood hazard area.
(2) The proposed elevation, in relation to mean sea level, of the lowest floor (including basement
or cellar) of any new or substantially improved non-residential structure to be located in Zones
A1-A30, AE, or AH or Zone A if base flood elevation data are available.
(3) The proposed elevation, in relation to mean sea level, to which any new or substantially
improved non-residential structure will be floodproofed.
(4) A certificate from a New York State licensed professional engineer or architect that any utility
floodproofing will meet the criteria in Section 5.2-3, UTILITIES.
(5) A certificate from a licensed professional engineer or architect that any non-residential
floodproofed structure will meet the floodproofing criteria in Section 5.4, NON-RESIDEN-
TIAL STRUCTURES.
(6) A description of the extent to which any watercourse will be altered or relocated as a result of
proposed development. Computations by a licensed professional engineer must be submitted
that demonstrate that the altered or relocated segment will provide equal or greater conveyance
than the original stream segment. The applicant must submit any maps, computations or other
material required by the Federal Emergency Management Agency (FEMA) to revise the
documents enumerated in Section 3.2, when notified by the Local Administrator, and must pay
any fees or other costs assessed by FEMA for this purpose. The applicant must also provide
assurances that the conveyance capacity of the altered or relocated stream segment will be
maintained.
(7) A technical analysis, by a New York State licensed professional engineer, if required by the
Local Administrator, which shows whether the proposed development to be located in an area
of special flood hazard may result in physical damage to any other property.
(8) In Zone A, when no base flood elevation data are available from other sources, base flood
elevation data shall be provided by the permit applicant for subdivision proposals and other
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PROPOSED TOWN OF GROTON LOCAL LAW #1 OF 2025
proposed developments (including proposals for manufactured homes and recreational vehicle
parks and subdivisions) that are greater than either 50 lots or 5 acres.
4.4 DUTIES AND RESPONSIBILITIES OF THE LOCAL ADMINISTRATOR
Duties of the Local Administrator shall include, but not be limited to the following.
4.4-1 PERMIT APPLICATION REVIEW
The Local Administrator shall conduct the following permit application review before issuing a
floodplain development permit:
(1) Review all applications for completeness, particularly with the requirements of
subsection 4.3, APPLICATION FOR A PERMIT, and for compliance with the provisions
and standards of this law.
(2) Review subdivisions and other proposed new developments, including manufactured
home parks to determine whether proposed building sites will be reasonably safe from
flooding. If a proposed building site is located in an area of special flood hazard, all new
construction and substantial improvements shall meet the applicable standards of Section
5.0, CONSTRUCTION STANDARDS and, in particular, sub-section 5.1-1
SUBDIVISION PROPOSALS.
(3) Determine whether any proposed development in an area of special flood hazard may
result in physical damage to any other property (e.g., stream bank erosion and increased
flood velocities). The Local Administrator may require the applicant to submit additional
technical analyses and data necessary to complete the determination.
If the proposed development may result in physical damage to any other property or fails
to meet the requirements of Section 5.0, CONSTRUCTION STANDARDS, no permit
shall be issued. The applicant may revise the application to include measures that
mitigate or eliminate the adverse effects and re-submit the application.
(4) Determine that all necessary permits have been received from those governmental
agencies from which approval is required by State or Federal law.
4.4-2 USE OF OTHER FLOOD DATA
(1) When the Federal Emergency Management Agency has designated areas of special flood
hazard on the community's Flood Insurance Rate map (FIRM) but has neither produced
water surface elevation data (these areas are designated Zone A or V on the FIRM) nor
identified a floodway, the Local Administrator shall obtain, review and reasonably utilize
any base flood elevation and floodway data available from a Federal, State or other
source, including data developed pursuant to paragraph 4.3(7), as criteria for requiring
that new construction, substantial improvements or other proposed development meet the
requirements of this law.
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PROPOSED TOWN OF GROTON LOCAL LAW #1 OF 2025
(2) When base flood elevation data are not available, the Local Administrator may use flood
information from any other authoritative source, such as historical data, to establish flood
elevations within the areas of special flood hazard, for the purposes of this law.
(3) When an area of special flood hazard, base flood elevation, and/or floodway data are
available from a Federal, State or other authoritative source, but differ from the data in
the documents enumerated in Section 3.2, the Local Administrator may reasonably utilize
the other flood information to enforce more restrictive development standards.
4.4-3 ALTERATION OF WATERCOURSES
(l) Notification to adjacent municipalities that may be affected and the New York State
Department of Environmental Conservation prior to permitting any alteration or
relocation of a watercourse and submit evidence of such notification to the Regional
Administrator, Region II, Federal Emergency Management Agency.
(2) Determine that the permit holder has provided for maintenance within the altered or
relocated portion of said watercourse so that the flood-carrying capacity is not
diminished.
4.4-4 CONSTRUCTION STAGE
(1) In Zones A1-A30, AE and AH, and Zone A if base flood elevation data are available,
upon placement of the lowest floor or completion of floodproofing of a new or
substantially improved structure, obtain from the permit holder a certification of the as-
built elevation of the lowest floor or floodproofed elevation, in relation to mean sea level.
The certificate shall be prepared by or under the direct supervision of a licensed land
surveyor or professional engineer and certified by same. For manufactured homes, the
permit holder shall submit the certificate of elevation upon placement of the structure on
the site. A certificate of elevation must also be submitted for a recreational vehicle if it
remains on a site for 180 consecutive days or longer (unless it is fully licensed and ready
for highway use).
(2) Any further work undertaken prior to submission and approval of the certification shall
be at the permit holder's risk. The Local Administrator shall review all data submitted.
Deficiencies detected shall be cause to issue a stop work order for the project unless
immediately corrected.
4.4-5 INSPECTIONS
The Local Administrator and/or the developer's engineer or architect shall make periodic
inspections at appropriate times throughout the period of construction to monitor compliance
with permit conditions and enable said inspector to certify, if requested, that the development is
in compliance with the requirements of the floodplain development permit and/or any variance
provisions.
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PROPOSED TOWN OF GROTON LOCAL LAW #1 OF 2025
Upon completion of the lowest floor, the permittee shall submit to the Local Administrator the
as-built elevation certificate issued by a New York State licensed professional engineer or
surveyor.
Upon completion of a floodproofed portion of the structure, the permittee shall submit to the
Local Administrator the as-built floodproofed elevation, certified by a New York State
professional engineer or surveyor.
4.4-6 STOP WORK ORDERS
(1) The Local Administrator shall issue, or cause to be issued, a stop work order for any floodplain
development found ongoing without a development permit. Disregard of a stop work order
shall subject the violator to the penalties described in Section 3.5 of this local law.
(2) The Local Administrator shall issue, or cause to be issued, a stop work order for any floodplain
development found non-compliant with the provisions of this law and/or the conditions of the
development permit. Disregard of a stop work order shall subject the violator to the penalties
described in Section 3.5 of this local law.
4.4-7 CERTIFICATE OF COMPLIANCE
(l) In areas of special flood hazard, as determined by documents enumerated in Section 3.2,
it shall be unlawful to occupy or to permit the use or occupancy of any building or
premises, or both, or part thereof hereafter created, erected, changed, converted or wholly
or partly altered or enlarged in its use or structure until a certificate of compliance has
been issued by the Local Administrator stating that the building or land conforms to the
requirements of this local law.
(2) A certificate of compliance shall be issued by the Local Administrator upon satisfactory
completion of all development in areas of special flood hazard.
(3) Issuance of the certificate shall be based upon the inspections conducted as prescribed in
Section 4.4-5, INSPECTIONS, and/or any certified elevations, hydraulic data,
floodproofing, anchoring requirements or encroachment analyses which may have been
required as a condition of the approved permit.
4.4-8 INFORMATION TO BE RETAINED
The Town of Groton shall retain and make available copies of the following for inspection:
(1) Floodplain development permits and certificates of compliance;
(2) Certifications of as-built lowest floor elevations of structures, required pursuant to sub-
sections 4.4-4(1) and 4.4-4(2), and whether or not the structures contain a basement;
(3) Floodproofing certificates required pursuant to sub-section 4.4-4(1), and whether or
not the structures contain a basement;
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PROPOSED TOWN OF GROTON LOCAL LAW #1 OF 2025
(4) Variances issued pursuant to Section 6.0, VARIANCE PROCEDURES; and,
(5) Notices required under sub-section 4.4-3, ALTERATION OF WATERCOURSES.
SECTION 5.0
CONSTRUCTION STANDARDS
5.1 GENERAL STANDARDS
The following standards apply to new development, including new and substantially improved
structures, in the areas of special flood hazard shown on the Flood Insurance Rate Map designated in
Section 3.2.
5.1-1 SUBDIVISION PROPOSALS
The following standards apply to all new subdivision proposals and other proposed
development in areas of special flood hazard (including proposals for manufactured home and
recreational vehicle parks and subdivisions):
(l) Proposals shall be consistent with the need to minimize flood damage;
(4) Public utilities and facilities such as sewer, gas, electrical and water systems shall be
located and constructed so as to minimize flood damage; and,
(3) Adequate drainage shall be provided to reduce exposure to flood damage.
5.1-2 ENCROACHMENTS
(1) Within Zones A1-A30 and AE, on streams without a regulatory floodway, no new
construction, substantial improvements or other development (including fill) shall be
permitted unless:
(i) the applicant demonstrates that the cumulative effect of the proposed
development, when combined with all other existing and anticipated development,
will not increase the water surface elevation of the base flood more than one foot at
any location, or,
(ii) the applicant agrees to apply to the Federal Emergency Management Agency
(FEMA)for a conditional FIRM revision, FEMA approval is received, and the
applicant provides all necessary data, analyses and mapping to the Town of Groton
in relation to the application. The applicant must also apply to FEMA for final map
revision within six (6) months of project completion.
(2) On streams with a regulatory floodway, as shown on the Flood Boundary and Floodway
Map or the Flood Insurance Rate Map adopted in Section 3.2, no new construction,
substantial improvements or other development in the floodway (including fill) shall be
permitted unless:
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(i) a technical evaluation by a New York State licensed professional engineer
demonstrates through hydrologic and hydraulic analyses performed in accordance
with standard engineering practice that such an encroachment shall not result in any
increase in flood levels during occurrence of the base flood, or,
(ii) the applicant agrees to apply to the Federal Emergency Management Agency
(FEMA) for a conditional FIRM and floodway revision, FEMA approval is
received and the applicant provides all necessary data, analyses and mapping to the
Town of Groton in relation to the application. The applicant must also apply to
FEMA for the final map revisions within six (6) months of projected completion.
(3) In Zones A1-A30, AE and AH, and also Zone A if base flood elevation data are available,
if any development is found to increase or decrease base flood elevations, the
shall as soon as practicable, but not later than six months after the date such information
becomes available, notify FEMA and the New York State Department of Environmental
Conservation of the changes by submitting technical or scientific data in accordance with
standard engineering practice.
5.2 STANDARDS FOR ALL STRUCTURES
The Town of Groton Land Use and Development Code complies with the current New York State
Building Code, which may have a stricter standard. The following standards may apply to new
development, including new and substantially improved structures, in the areas of special flood
hazard shown on the Flood Insurance Rate Map designated in Section 3.2 if the New York State
Building Code does not.
5.2-1 ANCHORING
New structures and substantial improvement to structures in areas of special flood hazard shall
be anchored to prevent flotation, collapse, or lateral movement during the base flood. This
requirement is in addition to applicable State and local anchoring requirements for resisting
wind forces.
5.2-2 CONSTRUCTION MATERIALS AND METHODS
(l) New construction and substantial improvements to structures shall be constructed with
materials and utility equipment resistant to flood damage.
(2) New construction and substantial improvements to structures shall be constructed using
methods and practices that minimize flood damage.
(3) For enclosed areas below the lowest floor of a structure within Zones A1-A30, AE, AO
or A, new and substantially improved structures shall have fully enclosed areas below the
lowest floor that are useable solely for parking of vehicles, building access or storage in
an area other than a basement and which are subject to flooding, designed to
automatically equalize hydrostatic flood forces on exterior walls by allowing for the entry
and exit of flood waters. Designs to meet this requirement must either be certified by a
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New York State licensed professional engineer or architect or meet or exceed the
following minimum criteria:
(i) a minimum of two openings of each enclosed area having a total net area of not
less than one square inch for every square foot of enclosed area subject to flooding;
(ii) the bottom of all such openings no higher than one foot above the lowest
adjacent finished grade and;
(iii) openings not less than three inches in any direction.
Openings may be equipped with louvers, valves, screens or other coverings or devices
provided they permit the automatic entry and exit of floodwater. Enclosed areas sub-
grade on all sides are considered basements and are not permitted.
5.2-3 UTILITIES
(1) New and replacement electrical equipment, heating, ventilating, air conditioning,
plumbing connections, and other service equipment shall be located at least two feet
above the base flood elevation, at least three feet above the highest adjacent grade in a
Zone A without an available base flood elevation where permitted, or be designed to
prevent water from entering and accumulating within the components during a flood and
to resist hydrostatic and hydrodynamic loads and stresses. Electrical wiring and outlets,
switches, junction boxes and panels shall be elevated or designed to prevent water from
entering and accumulating within the components unless they conform to the appropriate
provisions of the electrical part of the Building Code of New York State or the
Residential Code of New York State for location of such items in wet locations;
(2) New and replacement water supply systems shall be designed to minimize or eliminate
infiltration of flood waters into the system;
(3) New and replacement sanitary sewage systems shall be designed to minimize or eliminate
infiltration of flood waters. Sanitary sewer and storm drainage systems for buildings that
have openings below the base flood elevation shall be provided with automatic backflow
valves or other automatic backflow devices that are installed in each discharge line
passing through a building's exterior wall; and,
(4) On-site waste disposal systems shall be located to avoid impairment to them or
contamination from them during flooding.
5.2-4 STORAGE TANKS
(1) Underground tanks shall be anchored to prevent flotation, collapse and lateral movement
during conditions of the base flood.
(2) Above-ground tanks shall be:
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a. anchored to prevent floatation, collapse or lateral movement during conditions of
the base flood or;
b. installed at or above the base flood elevation as shown on the Flood Insurance Rate
Map enumerated in Section 3.2 plus two feet.
5.3 RESIDENTIAL STRUCTURES
5.3-1 ELEVATION
The following standards apply to new and substantially improved residential structures located
in areas of special flood hazard, in addition to the requirements in sub-sections 5.1-1,
SUBDIVISION PROPOSALS, and 5.1-2, ENCROACHMENTS, and Section 5.2,
STANDARDS FOR ALL STRUCTURES.
(1) Within Special Flood Hazard Areas, new construction and substantial improvements shall
have the lowest floor (including basement) elevated to or above two feet above the base
flood elevation.
(2) Within Zone A, if the Base flood elevation is not specified, a base flood elevation shall be
determined by either of the following:
a. Obtain and reasonably use data available from a federal, state or other source plus 2
feet of freeboard or:
b. Determine the base flood elevation in accordance with accepted hydrologic and
hydraulic engineering practices, plus freeboard. Determinations shall be undertaken
by a registered design professional who shall document that the technical methods
used reflect currently accepted engineering practice. Studies, analyses, and
computations shall be submitted in sufficient detail to allow thorough review and
approval.
(3) Within Zone AO, new construction and substantial improvements shall have the lowest
floor (including basement) elevated above the highest adjacent grade at least as high as
the depth number specified in feet on the community's Flood Insurance Rate Map
enumerated in Section 3.2 plus two feet of freeboard, or not less than 3 feet if a depth
number is not specified.
(3) Within Zones AH and AO, adequate drainage paths are required to guide floodwaters
around and away from proposed structures on slopes.
5.4 NON-RESIDENTIAL STRUCTURES
The following standards apply to new and substantially improved commercial, industrial and other
non-residential structures located in areas of special flood hazard, in addition to the requirements in
sub-sections 5.1-1, SUBDIVISION PROPOSALS, and 5.1-2, ENCROACHMENTS, and Section 5.2,
STANDARDS FOR ALL STRUCTURES.
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(1) Within Zones A1-A30, AE and AH, and also Zone A if base flood elevation data are available,
new construction and substantial improvements of any non-residential structure shall either:
(i) have the lowest floor, including basement or cellar, elevated to or above two feet
above the base flood elevation; or
(ii) be floodproofed so that the structure is watertight below two feet above the base flood
elevation, including attendant utility and sanitary facilities, with walls substantially
impermeable to the passage of water. All structural components located below the base
flood level must be capable of resisting hydrostatic and hydrodynamic loads and the
effects of buoyancy.
(2) Within Zone AO, new construction and substantial improvements of non-residential structures
shall:
(i) have the lowest floor (including basement) elevated above the highest adjacent grade
at least as high as the depth number specified in feet on the community's FIRM plus two
feet (at least three feet if no depth number is specified), or
(ii) together with attendant utility and sanitary facilities, be completely floodproofed to
that level to meet the floodproofing standard specified in subsection 5.4(1)(ii)
(3) If the structure is to be floodproofed, a licensed professional engineer or architect shall develop
and/or review structural design, specifications, and plans for construction. A Floodproofing
Certificate or other certification shall be provided to the Local Administrator that certifies the
design and methods of construction are in accordance with accepted standards of practice for
meeting the provisions of Section 5.4(1)(ii), including the specific elevation (in relation to
mean sea level) to which the structure is to be floodproofed.
(4) Within Zones AH and AO, adequate drainage paths are required to guide floodwaters around
and away from proposed structures on slopes.
(5) Within Zone A, when no base flood elevation data are available, the lowest floor (including
basement) shall be elevated at least three feet above the highest adjacent grade.
5.5 MANUFACTURED HOMES AND RECREATIONAL VEHICLES
The following standards in addition to the standards in Section 5.1, GENERAL STANDARDS, and
Section 5.2, STANDARDS FOR ALL STRUCTURES apply, as indicated, in areas of special flood
hazard to manufactured homes and to recreational vehicles which are located in areas of special flood
hazard.
(1) Recreational vehicles placed on sites within Zones A1-A30, AE and AH shall either:
(i) be on site fewer than 180 consecutive days,
(ii) be fully licensed and ready for highway use, or
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(iii) meet the requirements for manufactured homes in paragraphs 5.5(2), (3) and (4).
A recreational vehicle is ready for highway use if it is on its wheels or jacking system, is
attached to the site only by quick disconnect type utilities and security devices and has no
permanently attached additions.
(2) A manufactured home that is placed or substantially improved in Zones A1-A30, AE, AH and
Zone A shall be elevated on a permanent foundation such that the bottom of the frame of the
manufactured home chassis is elevated to or above two feet above the base flood elevation and
is securely anchored to an adequately anchored foundation system to resist flotation, collapse
and lateral movement.
(3) Within Zone AO, the bottom of the frame of the manufactured home chassis shall be elevated
above the highest adjacent grade at least as high as the depth number specified on the Flood
Insurance Rate Map enumerated in Section 3.2 plus two feet (at least three feet if no depth
number is specified).
(4) The foundation and anchorage of manufactured homes to be located in identified floodways
shall be designed and constructed in accordance with Section 5.2-1, ANCHORING.
5.6 ACCESSORY STRUCTURES INCLUDING DETACHED GARAGES
The following standards apply to new and substantially improved accessory structures, including
detached garages, in the areas of special flood hazard shown on the Flood Insurance Rate Map
designated in Section 3.2.
(1) The accessory structure must meet the definition of structure, for floodplain management
purposes, provided in 44 CFR § 59.1, where walled and roofed shall be interpreted as having two
outside rigid walls and a fully secured roof.
a. The accessory structure should be small, as defined by the community and approved by
FEMA, and represent a minimal investment. Accessory structures of any size may be
considered for a variance; however, FEMA considers accessory structures that meet the
following criteria to be small and therefore not necessarily in need of a variance, if the
community chooses to allow it:
b. Located in an A Zone (A, AE, A1-A30, AR, A99) and less than or equal to the size of a one-
story, two-car garage.
c. Accessory structures must meet the standards of Section 5.2-1, ANCHORING,
d. The portions of the accessory structure located below BFE plus two feet of freeboard must be
constructed with flood-resistant materials.
e. Mechanical and utility equipment for the accessory structure must be elevated or dry
floodproofed to or above BFE plus two feet of freeboard.
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f. Within Zones AO and Zone A, if base flood elevation data are not available, areas below
three feet above the highest adjacent grade shall be constructed using methods and practices
that minimize flood damage.
g. The accessory structure must comply with the floodway encroachment provisions of the
NFIP.
h. The accessory structure must be wet floodproofed to protect the structure from hydrostatic
pressure. The design must meet the NFIP design and performance standards for openings per
44 CFR § 60.3(c)(5) and must allow for the automatic entry and exit of floodwaters without
manual operation or the presence of a person (or persons).
SECTION 6.0
VARIANCE PROCEDURE
6.1 APPEALS BOARD
(l) The Zoning Board of Appeals as established by the Groton Town Board shall hear and decide
appeals and requests for variances from the requirements of this local law.
(2) The Zoning Board of Appeals shall hear and decide appeals when it is alleged there is an error
in any requirement, decision, or determination made by the Local Administrator in the
enforcement or administration of this local law.
(3) Those aggrieved by the decision of the Zoning Board of Appeals may appeal such decision to
the Supreme Court pursuant to Article 78 of the Civil Practice Law and Rules.
(4) In passing upon such applications, the Zoning Board of Appeals shall have considered all
technical evaluations, all relevant factors, and standards specified in other sections of this local
law and:
(i) the danger that materials may be swept onto other lands to the injury of others;
(ii) the danger to life and property due to flooding or erosion damage;
(iii) the susceptibility of the proposed facility and its contents to flood damage and the
effect of such damage on the individual owner;
(iv) the importance of the services provided by the proposed facility to the community;
(v) the necessity to the facility of a waterfront location, where applicable;
(vi) the availability of alternative locations for the proposed use which are not subject to
flooding or erosion damage;
(vii) the compatibility of the proposed use with existing and anticipated development;
(viii) the relationship of the proposed use to the comprehensive plan and floodplain
management program of that area;
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(ix) the safety of access to the property in times of flood for ordinary and emergency
vehicles;
(x) the costs to local governments and the dangers associated with conducting search and
rescue operations during periods of flooding;
(xi) the expected heights, velocity, duration, rate of rise and sediment transport of the
flood waters and the effects of wave action, if applicable, expected at the site; and
(xii) the costs of providing governmental services during and after flood conditions,
including search and rescue operations, maintenance and repair of public utilities and
facilities such as sewer, gas, electrical, and water systems and streets and bridges.
(5) Upon consideration of the factors of Section 6.l(4) and the purposes of this local law, the
Zoning Board of Appeals may attach such conditions to the granting of variances as it deems
necessary to further the purposes of this local law.
(6) All records of an appeal action including technical information shall be maintained by the Town
of Groton and shall report any variances to the Federal Emergency Management Agency upon
request.
6.2 CONDITIONS FOR VARIANCES
(l) Generally, variances may be issued 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, providing items (i-xii) in Section
6.l(4) have been fully considered. As the lot size increases beyond the one-half acre, the
technical justification required for issuing the variance increases.
(2) Variances may be issued for the repair or rehabilitation of historic structures upon
determination that:
(i) the proposed repair or rehabilitation will not preclude the structure's continued
designation as a "Historic structure"; and
(ii) the variance is the minimum necessary to preserve the historic character and design of
the structure.
(3) Variances may be issued by a community for new construction and substantial improvements
and for other development necessary for the conduct of a functionally dependent use provided
that:
(i) the criteria of subparagraphs l, 4, 5, and 6 of this Section are met; and
(ii) the structure or other development is protected by methods that minimize flood
damages during the base flood and create no additional threat to public safety.
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(4) Variances shall not be issued within any designated floodway if any increase in flood levels
during the base flood discharge would result.
(5) Variances shall only be issued upon a determination that the variance is the minimum
necessary, considering the flood hazard, to afford relief.
(6) Variances shall only be issued upon receiving written justification of:
(i) a showing of good and sufficient cause;
(ii) a determination that failure to grant the variance would result in exceptional hardship
to the applicant; and
(iii) a determination that the granting of a variance will not result in increased flood
heights, additional threats to public safety, extraordinary public expense, create
nuisances, cause fraud on or victimization of the public or conflict with existing local
laws or ordinances.
(7) Any applicant to whom a variance is granted for a building with the lowest floor below the base
flood elevation shall be given written notice over the signature of a community official that:
(i) the issuance of a variance to construct a structure below the base flood level will result
in increased premium rates for flood insurance up to amounts as high as $25 for $100 of
insurance coverage; and
(ii) such construction below the base flood level increases risks to life and property.
Such notification shall be maintained with the record of all variance actions as required in
Section 4.4-8 of this Local Law.