Within any identified floodplain area, any new construction or substantial improvements shall be prohibited. If a variance is obtained for new construction or substantial improvements in the identified floodplain area in accordance with the criteria in Article
VIII, then the following provisions apply:
A. Residential structures.
(1) In AE, A1-30, and AH Zones, any new construction or substantial
improvement shall have the lowest floor (including basement) elevated
up to, or above, the regulatory flood elevation.
(2) In A Zones, where there are no base flood elevations specified on the FIRM, any new construction or substantial improvement shall have the lowest floor (including basement) elevated up to, or above, the regulatory flood elevation determined in accordance with §
181-17C of this chapter.
(3) The design and construction standards and specifications
contained in the 2009 International Building Code (IBC) and in the
2009 International Residential Code (IRC), or the most-recent revisions
thereof, and ASCE 24 and 34 Pa. Code (Chapters 401-405, as amended)
shall be utilized where they are more restrictive.
B. Nonresidential structures.
(1) In AE, A1-30 and AH Zones, any new construction or substantial
improvement of a nonresidential structure shall have the lowest floor
(including basement) elevated up to, or above, the regulatory flood
elevation or be designed and constructed so that the space enclosed
below the regulatory flood elevation:
(a)
Is floodproofed so that the structure is watertight
with walls substantially impermeable to the passage of water; and
(b)
Has structural components with the capability of
resisting hydrostatic and hydrodynamic loads and effects of buoyancy:
(2) In A Zones, where there are no base flood elevations specified on the FIRM, any new construction or substantial improvement shall have the lowest floor (including basement) elevated or completely floodproofed up to, or above, the regulatory flood elevation determined in accordance with §
181-17C of this chapter.
(3) Any nonresidential structure, or part thereof, made watertight
below the regulatory flood elevation shall be floodproofed in accordance
with the W1 or W2 space classification standards contained in the
publication entitled "Flood-Proofing Regulations," published by the
United States Army Corps of Engineers (June 1972, as amended March
1992), or with some other equivalent standard. All plans and specifications
for such floodproofing shall be accompanied by a statement, certified
by a registered professional engineer or architect, which states that
the proposed design and methods of construction are in conformance
with the above-referenced standards.
(4) The design and construction standards and specifications
contained in the 2009 International Building Code (IBC) and in the
2009 International Residential Code (IRC), or the most-recent revisions
thereof adopted by Warrington Township, and ASCE 24 and 34 Pa. Code
(Chapters 401-405, as amended) shall be utilized where they are more
restrictive.
C. Space below the lowest floor.
(1) Fully enclosed space below the lowest floor (excluding
basements) which will be used solely for the parking of a vehicle,
building access, or incidental storage in an area other than a basement
shall be designed and constructed to allow for the automatic entry
and exit of floodwaters for the purpose of equalizing hydrostatic
forces on exterior walls. The term "fully enclosed space" also includes
crawl spaces.
(2) Designs for meeting this requirement must either be certified
by a registered professional engineer or architect or meet or exceed
the following minimum criteria:
(a)
A minimum of two openings having a net total area
of not less than one square inch for every square foot of enclosed
space shall be provided.
(b)
The bottom of all openings shall be no higher than
one foot above grade.
(c)
Openings may be equipped with screens, louvers, or
other coverings or devices, provided that they permit the automatic
entry and exit of floodwaters.
D. Historic structures. Historic structures undergoing repair
or rehabilitation that would constitute a substantial improvement,
as defined in this chapter, must comply with all ordinance requirements
that do not preclude the structure's continued designation as
an historic structure. Documentation that a specific ordinance requirement
will cause removal of the structure from the National Register of
Historic Places or the State Inventory of Historic Places must be
obtained from the Secretary of the Interior or the State Historic
Preservation Officer. Any exemption from ordinance requirements will
be the minimum necessary to preserve the historic character and design
of the structure.
E. Accessory structures. Structures accessory to a principal
building need not be elevated or floodproofed to remain dry but shall
comply, at a minimum, with the following requirements:
(1) The structure shall not be designed or used for human
habitation but shall be limited to the parking of vehicles or to the
storage of tools, material, and equipment related to the principal
use or activity.
(2) Floor area shall not exceed 192 square feet.
(3) The structure will have a low damage potential.
(4) The structure will be located on the site so as to cause
the least obstruction to the flow of floodwaters.
(5) Power lines, wiring, and outlets will be elevated to the
regulatory flood elevation.
(6) Permanently affixed utility equipment and appliances,
such as furnaces, heaters, washers, dryers, etc., are prohibited.
(7) Sanitary facilities are prohibited.
(8) The structure shall be adequately anchored to prevent
flotation, collapse, and lateral movement and shall be designed to
automatically provide for the entry and exit of floodwater for the
purpose of equalizing hydrostatic forces on the walls. Designs for
meeting this requirement must either be certified by a registered
professional engineer or architect or meet or exceed the following
minimum criteria:
(a)
A minimum of two openings having a net total area
of not less than one square inch for every square foot of enclosed
space shall be provided.
(b)
The bottom of all openings shall be no higher than
one foot above grade.
(c)
Openings may be equipped with screens, louvers, etc.,
or other coverings or devices, provided that they permit the automatic
entry and exit of floodwaters.
(9) For accessory structures that are 192 square feet or larger in area (footprint) and that are below the base flood elevation, a variance is required as set forth in Article
VIII of this chapter. If a variance is granted, a signed declaration of land restriction (nonconversion agreement) shall be recorded on the property deed prior to issuance of the certificate of occupancy.
[Added 1-10-2017 by Ord.
No. 2017-O-01]
The following minimum standards shall apply for all construction
and development proposed within any identified floodplain area:
A. Fill. Within any identified floodplain area, the use of fill shall be prohibited. If a variance is obtained in accordance with the criteria in Article
VIII, then the following provisions apply. If fill is used, it shall:
(1) Extend laterally at least 15 feet beyond the building
line from all points;
(2) Consist of soil or small rock materials only; sanitary
landfills shall not be permitted;
(3) Be compacted to provide the necessary permeability and
resistance to erosion, scouring, or settling;
(4) Be no steeper than one vertical to two horizontal feet,
unless substantiated data justifying steeper slopes are submitted
to and approved by the Floodplain Administrator; and
(5) Be used to the extent to which it does not adversely affect
adjacent properties.
B. Drainage facilities. Storm drainage facilities shall be
designed to convey the flow of stormwater runoff in a safe and efficient
manner. The system shall ensure proper drainage along streets and
provide positive drainage away from buildings. The system shall also
be designed to prevent the discharge of excess runoff onto adjacent
properties.
C. Water and sanitary sewer facilities and systems.
(1) All new or replacement water supply and sanitary sewer
facilities and systems shall be located, designed and constructed
to minimize or eliminate flood damages and the infiltration of floodwaters.
(2) Sanitary sewer facilities and systems shall be designed
to prevent the discharge of untreated sewage into floodwaters.
(3) No part of any on-site waste disposal system shall be
located within any identified floodplain area except in strict compliance
with all state and local regulations for such systems. If any such
system is permitted, it shall be located so as to avoid impairment
to it, or contamination from it, during a flood.
(4) The design and construction provisions of the UCC and
FEMA No. 348, "Protecting Building Utilities From Flood Damages,"
and the International Private Sewage Disposal Code shall be utilized.
D. Other utilities. All other utilities, such as gas lines,
electrical and telephone systems, shall be located, elevated (where
possible) and constructed to minimize the chance of impairment during
a flood.
E. Streets. The finished elevation of all new streets shall
be no more than one foot below the regulatory flood elevation.
F. Storage. All materials that are buoyant, flammable, explosive, or, in times of flooding, could be injurious to human, animal, or plant life, and not listed in §
181-24 shall be stored at or above the regulatory flood elevation or floodproofed to the maximum extent possible.
G. Placement of buildings and structures. All buildings and
structures shall be designed, located, and constructed so as to offer
the minimum obstruction to the flow of water and shall be designed
to have a minimum effect upon the flow and height of floodwater.
H. Anchoring.
(1) All buildings and structures shall be firmly anchored
in accordance with accepted engineering practices to prevent flotation,
collapse, or lateral movement.
(2) All air ducts, large pipes, storage tanks, and other similar
objects or components located below the regulatory flood elevation
shall be securely anchored or affixed to prevent flotation.
I. Floors, walls and ceilings.
(1) Wood flooring used at or below the regulatory flood elevation
shall be installed to accommodate a lateral expansion of the flooring,
perpendicular to the flooring grain, without causing structural damage
to the building.
(2) Plywood used at or below the regulatory flood elevation
shall be of a marine or water-resistant variety.
(3) Walls and ceilings at or below the regulatory flood elevation
shall be designed and constructed of materials that are water-resistant
and will withstand inundation.
(4) Windows, doors, and other components at or below the regulatory
flood elevation shall be made of metal or other water-resistant material.
J. Paints and adhesives.
(1) Paints and other finishes used at or below the regulatory
flood elevation shall be of a marine or water-resistant quality.
(2) Adhesives used at or below the regulatory flood elevation
shall be of a marine or water-resistant variety.
(3) All wooden components (doors, trim, cabinets, etc.) used
at or below the regulatory flood elevation shall be finished with
a marine or water-resistant paint or other finishing material.
K. Electrical components.
(1) Electrical distribution panels shall be at least three
feet above the base flood elevation.
(2) Separate electrical circuits shall serve lower levels
and shall be dropped from above.
L. Equipment. Water heaters, furnaces, air-conditioning and
ventilating units, and other electrical, mechanical or utility equipment
or apparatus shall not be located below the regulatory flood elevation.
M. Fuel supply systems. All gas and oil supply systems shall
be designed to prevent the infiltration of floodwaters into the system
and discharges from the system into floodwaters. Additional provisions
shall be made for the drainage of these systems in the event that
floodwater infiltration occurs.
N. Uniform construction code coordination. The standards and
specifications contained 34 Pa. Code (Chapters 401-405), as amended,
and not limited to the following provisions, shall apply to the above
and other sections and subsections of this chapter, to the extent
that they are more restrictive and supplement the requirements of
this chapter:
(1) International Building Code (IBC) 2009, or the latest
edition thereof: Sections 801, 1202, 1403, 1603, 1605, 1612, 3402,
and Appendix G.
(2) International Residential Building Code (IRC) 2009, or
the latest edition thereof: Sections R104, R105, R109, R322, Appendix
E, and Appendix J.
Within any identified floodplain area, any structure of the
kind described in Subsection A below shall be prohibited, and no variance
shall be allowed.
A. In accordance with the Pennsylvania Floodplain Management
Act, and the regulations adopted by the Department of Community
and Economic Development as required by the Act, any new or substantially
improved structure which: will be used for the production or storage
of any of the following dangerous materials or substances; or will
be used for any activity requiring the maintenance of a supply of
more than 550 gallons, or other comparable volume, of any of the following
dangerous materials or substances on the premises; or will involve
the production, storage, or use of any amount of radioactive substances,
shall be subject to the provisions of this section, in addition to
all other applicable provisions. The following list of materials and
substances are considered dangerous to human life:
(11)
Nitric acid and oxides of nitrogen.
(12)
Petroleum products (gasoline, fuel oil, etc.).
(16)
Sulphur and sulphur products.
(17)
Pesticides (including insecticides, fungicides,
and rodenticides).
(18)
Radioactive substances, insofar as such substances
are not otherwise regulated.
All subdivision proposals and development proposals containing
at least 50 lots or at least five acres, whichever is the lesser,
in identified floodplain areas where base flood elevation data are
not available shall be supported by hydrologic and hydraulic engineering
analyses that determine base flood elevations and floodway information.
The analyses shall be prepared by a licensed professional engineer
in a format required by FEMA for a conditional letter of map revision
and letter of map revision. Submittal requirements and processing
fees shall be the responsibility of the applicant.
Within any identified floodplain area, recreational vehicles shall be prohibited. If a variance is obtained in accordance with the criteria in Article
VIII, then the following provisions apply:
A. Recreational vehicles in Zones A, A1-30, AH and AE must
either:
(1) Be on the site for fewer than 180 consecutive days; and
(2) Be fully licensed and ready for highway use; and
(3) Be removed from the floodplain when a flood warning is
issued by the National Weather Service.