TOWN LAW



    Flood Damage Prevention

    
    Town of Hancock  LOCAL LAW NO. 2 OF THE YEAR 1987
    
    A local law for FLOOD DAMAGE PREVENTION as authorized by the New 
    York State Constitution, Article IX, Section 2, and Environmental 
    Conservation Law, Article 36.
    
    	Be it enacted by the Town Board of the Town of Hancock, Delaware 
    County N.Y. as follows:
    						60.3(b) & (c)
    (FOLLOWING COMPLIES WITH NATIONAL FLOOD INSURANCE 
    PROGRAM FLOOD PLAIN MANAGEMENT CRITERIA FOR FLOOD-
    PRONE AREAS
    44 CFR 60.3 (b) & (c) as REVISED l0/1/86)
    	FLOOD DAMAGE PREVENTION LOCAL LAW
                       SECTION 1.0
    	STATUTORY AUTHORIZATION AND PURPOSE
    
    1.1 FINDINGS
    	The Town Board of the Town of Hancock finds that the potential 
    and/or actual damages from flooding and erosion may be a problem to the 
    resident of the Town of Hancock 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. In 
    order to minimize the threat of such damages 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 the public health, safety, 
    and general welfare, and to minimize public and private losses due to flood 
    conditions in specific areas by provisions designed to:
    	(l) 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 damages;
    	(5) regulate the construction of flood barriers which will unnaturally 
    divert flood waters or which may increase flood hazards to other lands; and
    	(6) quality and maintain 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 expenditure of public money for costly flood control 
    projects;
    	(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, sever 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 so as 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.
    	"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 or VO Zone on a 
    community's Flood Insurance Rate Map (FIRM) with base flood depths from one 
    to three feet where a clearly defined channel does not exist, where the path of 
    flooding is unpredictable and indeterminate, and where velocity flow may be 
    evident.
    	"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, A1-99, V, VO, 
    VE or V1-30 It is also commonly referred to as the base floodplain or 100-
    year floodplain.
    	"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 groundlevel) on all sides.
    	"Breakaway wall" means a wall that is not part of the structural support 
    of the building and is intended through its design and construction to collapse 
    under specific lateral loading forces without causing damage to the elevated 
    portion of the building or the supporting foundation system.
    	"Building" means any structure built for support, shelter, or enclosure 
    for occupancy or storage.
    	"Cellar" has the same meaning as "Basement"
    	"Coastal high hazard " means the area subject to high velocity waters 
    including, but not limited to, hurricane wave wash. The area is designated on 
    a FIRM as Zone Vl-30, VE, VO or V.
    	"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 located within 
    the area of special flood hazard.
    	"Elevated building" means a non-basement building built to have the 
    lowest floor elevated above the ground level by means of fill, solid foundation 
    perimeter walls, pilings, columns (posts and piers), or shear walls.
    	"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 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 Hazard Boundary Map (FHBM)" means an off icial map of a 
    community, on which the Federal Emergency Management Agency, where the 
    boundaries of the areas of special flood hazard have been defined but no water 
    surface elevation data is 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" is the official report provided by the Federal 
    Emergency Management Agency. The report contains flood profiles, as well as 
    the Flood Boundary Floodway Map and the water surface elevations of the base 
    flood.
    
    	"Flood proofing: 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".
    
    	"Floor" means the top surface of an enclosed area in a building 
    (including basement), i.e., top of slab in concrete slab construction or top of 
    wood flooring in wood frame construction.
    
    	"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 manufacture 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.
    
    	"Lowest Floor" means lowest level including basement or cellar of the 
    lowest enclosed area. An unfinished or flood resistant enclosure, useable solely 
    for parking of vehicles, building access, or storage in an area other than a basement 
    or cellar 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 
    also includes part trailers, travel trailers, and similar transportable structures 
    placed on a site for l80 consecutive days or longer and intended to be improved 
    property.
    
    	"Mean Sea Level" means, for purposes of the National Flood Insurance 
    Program, the National Geodetic Vertical datum (NGVD) of l929 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".
    
    	"National Geodetic Vertical Datum (NGVD)'' as corrected in l929 is a 
    vertical control used as a reference for establishing elevations within the flood 
    plain.
    	
    	"New construction" means structures for which the "start of 
    construction" commenced on or after the effective date of this Local Law.
    
    	"Principally Above Ground" means that at least 5l percent of the actual 
    cash value of the structure, excluding land value, is above ground.
    
    	"100-year Flood"-has the same meaning as "Base Flood."
    
    	"Regulatory Floodway" means the channel of a river or other water
    course 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 
    4.3-2 of this Law.
    
    	"Sand dunes" means naturally occurring accumulations of sand in 
    ridges or mounds landward of the beach.
    
    	"Start of construction" means the initiation, excluding planning and 
    design, of any phase of a project, physical alteration of the property, and shall 
    include land preparation, such as clearing, grading, and filling; installation of 
    streets and/or walkways; excavation for a basement, footings, piers, or foundations 
    or the erection of temporary forms. It also includes the placement and/or 
    installation on the property of accessory buildings (garages, sheds), storage 
    trailers, and building materials.
       	
    	"Structure" means a walled and roofed building, a manufactured home, 
    or a gas or liquid storage tank, that is principally above ground.
    	"Substantial improvement" means any repair, reconstruction, or 
    improvement of a structure, the cost of which equals or exceeds 50 percent of 
    the market value of the structure, excluding land values, either:
    	(l )  before the improvement or repair is started; or 
    	(2)  if the structure has been damaged and is being restored, before the 
    damage occurred.
    
    	For the purposes of this definition "substantial improvement" is 
    considered to commence 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 . The term does not, however, 
    include either:
    	(l) any project for improvement of a structure to comply with existing 
    state or local building, fire, health, sanitary, or safety code specifications which 
    are solely necessary to assure safe living conditions; or
    	(2) any alteration of a structure or contributing structure listed on the 
    National Register of Historic Places or a State Inventory of Historic Places.
    
    "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.
    
    				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 hazards within the 
    jurisdiction of the Town of Hancock
    
    3.2 BASIS FOR ESTABLISHING THE AREAS OF SPECIAL FLOOD HAZARD
    
    1. The areas of special flood hazard identified by the Federal Emergency 
    Management Agency in a scientific and engineering report entitled "The 
    Flood Insurance Study for the _________________ of ________________, 
    of____________________County, New York", dated________________,l9__, 
    with accompanying Flood Insurance Rate Maps is hereby adopted and declared 
    to be a part of this Local Law. The Flood Insurance Study and FIRM are on file at 
    
    				(OR)
    
    2. The areas of special flood hazard identified by the Federal Insurance 
    Administration on its Flood Hazard Boundary Map (FHBM), or Flood Insurance 
    Rate Map (FIRM) No H-01-12 dated August 20, l976 is hereby adopted and 
    declared to be a part of this Local Law. The FHBM or FIRM is on file at Town 
    Clerk's office, 115 W. Main St., Hancock, N.Y.
    
    3.3 INTERPRETATION, CONFLICT WITH OTHER LAWS
    
    This Local Law is adopted in response to revisions to the National Flood 
    Insurance Program effective October l, l986 and shall supersede all previous 
    laws adopted for the purpose of establishing and maintaining eligibility for 
    flood insurance.
    
    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 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 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 too 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 Hancock 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 noncompliant 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 Hancock, 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 
    thereunder.
    
                                    SECTION 4.0
    		ADMINISTRATION
    
    4.1 DESIGNATION OF THE LOCAL ADMINISTRATOR
    
    The Code Enforcement Official is hereby appointed Local Administrator to 
    administer and implement this local law by granting or denying development 
    permit applications in accordance with its provisions.
    
    4.2 ESTABLISHMENT OF DEVELOPMENT PERMIT
    
    A Development Permit shall be obtained before the start of construction or any 
    other development within the area of special flood hazard as established in 
    Section 3.2. Application for a Development Permit shall be made on forms 
    furnished by the Local Administrator and may include, but not be limited to: 
    plans, in duplicate, drawn to scale and showing the nature, location, dimensions, 
    and elevations of the area in question; drainage facilities, and the location of the 
    foregoing.
    
    4.2-1 APPLICATION STAGE
    
    	THE FOLLOWING INFORMATION IS REQUIRED WHERE 
    APPLICABLE:
    (a) Elevation in relation to mean sea level of the proposed lowest floor 
    (including basement or cellar) of all structures;
    (b) Elevation in relation to mean sea level to which any non-residential structure 
    will be flood-proofed;
    (c) When required a certificate from a licensed professional engineer or architect 
    that the utility floodproofing will meet the criteria in Section 5.l-3 (l);
    (d) Certificate from a licensed professional engineer or architect that the non-
    residential flood-proofed structure will meet the flood-proofing criteria in 
    Section 5.2-2; and
    (e) Description of the extent to which any watercourse will be altered or relocated 
    as a result of proposed development.
    
    4.2-2 CONSTRUCTION STAGE.
    
    	Upon placement of the lowest floor, or flood-proofing by whatever 
    means, it shall be the duty of the permit holder to submit to the Local 
    Administrator a certificate of the as-built elevation of the lowest floor, or flood-
    proofed elevation, in relation to mean sea level. The elevation certificate shall be 
    prepared by or under the direct supervision of a licensed land surveyor or 
    professional engineer and certified by same. When flood-proofing is utilized for 
    a particular building, the flood proofing certificate shall be prepared by or under 
    the direct supervision of a licensed professional engineer or architect and 
    certified by same. Any further work undertaken prior to submission and approval 
    of the certificate 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.
    
    4.3 DUTIES AND RESPONSIBILITIES OF THE LOCAL ADMINISTRATOR
    	
    Duties of the Local Administrator shall include, but not be limited to:
    
    4.3-1 PERMIT APPLICATION REVIEW
    
    (l) Review all development permit applications to determine that the 
    requirements of this local law have been satisfied.
    (2) Review all development permit applications to determine that all necessary 
    permits have been obtained from those Federal, State or Local Governmental 
    agencies from which prior approval is required.
    (3) Review all development permit applications to determine if the proposed 
    development adversely affects the area of special flood hazard. For the purposes 
    of this local law, "adversely affects" means physical damage to adjacent 
    properties. A hydraulic engineering study may be required of the applicant for 
    this purpose.
    	(I) If there is no adverse effect, then the permit shall be granted 
    consistent with the provisions of this local law.
    	(ii) If there is an adverse effect, then flood damage mitigation measures 
    shall be made a condition of the permit.
    (4) Review all development permits for compliance with the provisions of 
    Section 5.l-5, Encroachments.
    
    4.3-2 USE OF OTHER BASE FLOOD AND FLOODWAY DATA
    
    When base flood elevation data has not been provided in accordance with 
    Section 3.2, BASIS FOR ESTABLISHING THE AREAS OF SPECIAL FLOOD 
    HAZARD, 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 Section 5.l-4(4) in order to 
    administer Section 5.2, SPECIFIC STANDARDS and Section 5.3 FLOODWAYS.
    
    4.3-3 INFORMATION TO BE OBTAINED AND MAINTAINED
    	(l) Obtain and record the actual elevation, in relation to mean sea level, 
    of the lowest floor including basement or cellar of all new or substantially 
    improved structures, and whether or not the structure contains a basement or 
    cellar.
    	(2) For all new or substantially improved flood proofed structures:
    	  	(I) obtain and record the actual elevation, in relation to mean 
    sea level, to which the structure has been floodproofed; and
    		(ii) maintain the floodproofing certifications required in 
    Sections 5.l and 5.2.
    	(3) Maintain for public inspection all records pertaining to the 
    provisions of this local law including variances, when granted, and 
    Certificates of Compliance.
     
    4.3-4 ALTERATION OF WATERCOURSES
    	(l) Notify adjacent communities and the New York State Department 
    of Environmental Conservation prior to any alteration or relocation of a 
    watercourse, and submit evidence of such notification to the Regional Director, 
    Federal Emergency Management Agency, Region II, 26 Federal Plaza, 
    New York, N.Y. 10278
    
    	(2) Require that maintenance is provided within the altered or 
    relocated portion of said watercourse so that the flood carrying capacity is not 
    diminished.
    
    4.3-5 INTERPRETATION OF FHBM, FIRM OR FBFM BOUNDARIES
    
    The Local Administrator shall have the authority to make interpretations when 
    there appears to be a conflict between the limits of the federally identified area 
    of special flood hazard and actual field conditions.
    
    Base flood elevation data established pursuant to Section 3.2 and/or Section 
    4.3-2, when available, shall be used to accurately delineate the area of special 
    flood hazards.
    
    The Local Administrator shall use flood information from any other 
    authoritative source, including historical data, to establish the limits of the area 
    of special flood hazards when base flood elevations are not available.
    
    4.3-6 STOP WORK ORDERS
    
    	(l) All floodplain development found ongoing without an approved 
    permit shall be subject to the issuance of a stop work order by the Local 
    Administrator, Disregard of a stop work order shall be subject to the penalties 
    described in section 3.5 of this Local Law.
    
    	(2) All floodplain development found noncompliant with the provisions 
    of this law and/or the conditions of the approved permit shall be subject to the 
    issuance of a stop work order by the Local Administrator, Disregard of a stop 
    work order shall be subject to the penalties described in Section 3.5 of this 
    Local Law.
    
    4.3-7 INSPECTIONS
    
    The Local Administrator and/or the developer's engineer or architect shall make 
    periodic inspections at appropriate times throughout the period of construction 
    in order to monitor compliance with permit conditions and enable said inspector 
    to certify that the development is in compliance with the requirements of this 
    Local Law.
    
    4.3-8 CERTIFICATE OF COMPLIANCE
    
    	(l) It shall be unlawful to use or 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 
    either the Development Permit or the approved variance.
    
    	(2) All other development occurring within the area of special flood 
    hazard will have upon completion a Certificate of Compliance issued by the 
    Local Administrator.
    
    All certificates shall be based upon the inspections conducted subject to Section 
    4.3-7 and/or any certified elevations, hydraulic information, floodproofing, 
    anchoring requirements or encroachment analysis which may have been 
    required as a condition of the approved permit.
    
    				SECTION 5.0
    		PROVISIONS FOR FLOOD HAZARD REDUCTION
    
    5.l  GENERAL STANDARDS
    	In  all areas of special flood hazards the following standards are required: 
    
    5.l-l ANCHORING
    	(l) All new construction and substantial improvements shall be 
    anchored to prevent flotation, collapse, or lateral movement of the structure.
    	(2) All manufactured homes shall be installed using methods and 
    practices which minimize flood damage. Manufactured homes must be elevated 
    and anchored to resist flotation, collapse, or lateral movement. Methods of 
    anchoring may include, but are not to be 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.
    
    5.l-2 CONSTRUCTION MATERIALS AND METHODS
    	(l) All new construction and substantial improvements shall be 
    constructed with materials and utility equipment resistant to flood damage.
    	(2) All new construction and substantial improvements shall be 
    constructed using methods and practices that minimize flood damage.
    
    5.l-3 UTILITIES
    	(1) Electrical , heating, ventilation, plumbing, air conditioning 
    equipment, and other service facilities shall be designed and/or located so as to 
    prevent water from entering or accumulating within the components during 
    conditions of flooding. When designed for location below the base flood 
    elevation, a professional engineer's or architect's certification is required.
    
    	(2) All 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.
    
    	(4) Base flood elevation data shall be provided for subdivision 
    proposals and other proposed developments (including proposals for 
    manufactured home parks and subdivisions) greater than either 50 lots or 5 acres.
    
    5.l-5 ENCROACHMENTS
    
    	(l) All proposed development in riverine situations where no flood 
    elevation data is available (unnumbered A Zones) shall be analyzed to determine 
    the effects on the flood carrying capacity of the area of special flood hazards set 
    forth in section 4.3-l (3), Permit Review. This may require the submission of 
    additional technical data to assist in the determination.
    
    	(2) In all areas of special flood hazard in which base flood elevation 
    data is available pursuant to section 4.3-2 or Section 5.l-4 (4) and no floodway 
    has been determined the cumulative effects of any proposed development, when 
    combined with all other existing and anticipated development, shall not 
    increase the water surface elevation of the base flood more than one foot at any 
    point.
    
    	(3) In all areas of the special flood hazard where floodway data is 
    provided or available pursuant to Section 4.3-2, the requirements of Section 
    5.3 FLOODWAYS, shall apply.
    
    5.2 SPECIFIC STANDARDS
    	In all areas of special flood hazards where base flood elevation data 
    has been provided as set forth in Section 3.2 (l) BASIS FOR ESTABLISHING 
    THE AREAS OF SPECIAL FLOOD HAZARD and Section 4.3-2, USE OF 
    OTHER BASE FLOOD DATA, the following standards are required:
    
    5.2-l RESIDENTIAL CONSTRUCTION
    	New construction and substantial improvements of any resident 
    structure shall:
    	
    	(l) Have the lowest floor, including basement or cellar, elevated to or 
    above the base flood elevation.
    	(2) Have fully enclosed areas below the lowest floor that are subject to 
    flooding designed to automatically equalize hydrostatic flood forces of exterior 
    walls by allowing for the entry and exit of floodwaters. Designs for meeting this 
    requirement must either be certified by a licensed professional engineer architect 
    or meet or exceed the following minimum criteria:
    		(I) 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;
    		(ii) the bottom of all such openings shall be no higher than 
    one foot above the lowest adjacent finished grade; and	
    		(iii) openings may be equipped with louvers, valves, screens 
    or other coverings or devices provided they permit the automatic entry and exit 
    of floodwaters.
    
    5.2-2 NONRESIDENTIAL CONSTRUCTION
    
    	 New construction and substantial improvements of any commercial, 
    industrial or other non-residential structure, together with attendant utility and 
    sanitary facilities, shall either: have the lowest floor, including basement or 
    cellar, elevated to or above the base flood elevation; or be floodproofed to the 
    base flood level.
    	(l) If the structure is to be elevated, fully enclosed areas below the base 
    flood elevation shall be designed to automatically (without human intervention) 
    allow for the entry and exit of floodwaters for the purpose of equalizing 
    hydrostatic flood forces on exterior walls. Designs for meeting this requirement 
    must either be certified by a licensed professional engineer or a licensed 
    architect or meet the following criteria:
    
    	(I) 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;
    	(ii) the bottom of all such openings shall be no higher than one foot 
    above the lowest adjacent finished grade; and
    	(iii) openings may be equipped with louvers, valves, screens or other 
    coverings or devices provided they permit the automatic entry and exit of flood
    waters.
    	
    	(2) If the structure is to be floodproofed:
    	
    	(I) a Licensed professional engineer or architect shall develop and/or 
    review structural design, specifications, and plans for the construction, and shall 
    certify that the design and methods of construction are in accordance with 
    accepted standards of practice to make structure watertight with walls 
    substantially impermeable to the passage of water, with structural components 
    having the capability of resisting hydrostatic and hydrodynamic loads and effects 
    of buoyancy; and
    	(ii) a licensed professional engineer or licensed land surveyor shall 
    certify the specific elevation (in relation to mean sea level) to which the structure 
    is floodproofed. The Local Administrator shall maintain on record a copy of all 
    such certificates noted in this section.
    
    5.2-3 CONSTRUCTION STANDARDS FOR AREAS OF SPECIAL FLOOD 
    HAZARDS WITHOUT BASE FLOOD ELEVATIONS
    
    	(l) New construction or substantial improvements of structures 
    including manufactured homes shall have the lowest floor (including basement) 
    elevated at least 2 feet above the highest adjacent grade next to the proposed 
    foundation of the structure.
    
    	(2) Fully enclosed areas below the lowest floor that are subject to 
    flooding shall be designed to automatically (without human intervention) allow 
    for the entry and exit of floodwaters for the purpose of equalizing hydrostatic 
    flood forces on exterior walls. Designs for meeting this requirement must either 
    be certified by a licensed professional engineer or a licensed architect or meet the 
    following criteria:
    
    	(I) a minimum of two openings having a total new 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 shall be no higher than one foot 
    above the lowest adjacent finished grade; and
    
    	(iii) openings may be equipped with louvers, valves, screens or other 
    coverings or devices provided they permit the automatic entry and exit of flood
    waters.
    
    FLOODWAYS
    
    	Located within areas of special flood hazard are areas designated as 
    floodways (see definition, Section 2.0). The floodway is an extremely hazardous 
    area due to high velocity flood waters carrying debris and posing additional 
    threats from potential erosion forces. When Floodway data is available for a 
    particular site as provided by Section 4.3-2, all encroachments including fill, new 
    construction, substantial improvements, and other development are prohibited 
    within the limits of the floodway unless a technical evaluation demonstrates 
    that such encroachments shall not result in any increase in flood levels during 
    the occurrence of the base flood discharge. 
    
    				SECTION 6.0
    			VARIANCE PROCEDURE
    
    6.l APPEALS BOARD
    	(l) The Town Board as established by Town Board shall hear and 
    decide appeals and requests for variances from the requirements of this local 
    law.
    	(2) The Town Board 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 Town Board 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 Town Board shall consider 
    all technical evaluations, all relevant factors, 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 flood plain management program of that area;
    	(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;
    	(ix) 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 Town Board may attach such conditions to the granting of 
    variances as it deems necessary to further the purposes of this local law.
    
    (6) The Local Administrator shall maintain the records of all appeal actions 
    including technical information and report any variances to the Federal 
    Emergency Management Agency upon request
    
    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 item (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 reconstruction, rehabilitation or 
    restoration of structures and contributing structures listed on the National 
    Register of Historic Places or the State Inventory of Historic Places, without 
    regard to the procedures set forth in this local law.
    
    	(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.
    	(ii) the structure or other development is protected by methods that 
    minimize flood damages during the base flood and create no additional threats 
    to public safety.
    
    	(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:
    	(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.
    	(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 that the cost 
    of flood insurance will be commensurate with increased risk.
    
    	Be it enacted this lst day of July, l987, by the Town Board of the Town 
    of Hancock of Delaware County, New York, to be effective July 2l, l987.
    						
    			James Gardner, Supv.
    			A. Joy Rowe
    			George Evanitsky
    			Harold Ostrander
    			Gary D. Peake
    
    		SEAL
    Regina M. Palmer
    ATTEST.        Town Clerk.
    
    	
    	I hereby certify that the local law annexed hereto, designated as local 
    law No. 2 of l987 of the Town of Hancock was duly passed by the Town Board 
    on July l, l987 in accordance with the applicable provisions of law.
    	I further certify that I have compared the preceding local law with the 
    original on file in this office and that the same is a correct transcript therefrom 
    and of the whole of such original local law, and was finally adopted in the 
    manner indicated in paragraph l above.
    						
    	Regina M. Palmer
    	Town Clerk
    Date: 7//7/87
    


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