A.
No encroachment, alteration, or improvement of any kind shall be
made to any watercourse until all adjacent municipalities which may
be affected by such action have been notified by the Township, and
until all required permits or approvals have been first obtained from
the Department of Environmental Protection, Bureau of Dams, Waterways
and Wetlands. In addition, the Federal Emergency Management Agency
and Pennsylvania Department of Economic and Community Development,
Bureau of Community Planning, shall be notified prior to any alteration
or relocation of any watercourse.
B.
Any new construction, development, uses or activities allowed within
any identified floodplain area shall be undertaken in strict compliance
with the provisions contained in this chapter and any other applicable
codes, ordinances and regulations.
C.
No encroachment, alteration, or improvement of any kind shall be
made to any watercourse unless it can be shown that the activity will
not reduce or impede the flood-carrying capacity of the watercourse
in any way.
D.
Submit technical or scientific data to FEMA for a letter of map revision
(LOMR) within six months of the completion of any new construction,
development, or other activity resulting in changes in the BFE.
A.
Within any FW (Floodway Area), the following provisions apply:
(1)
Any new construction, development, use, activity or encroachment
that would cause any increase in flood heights should be prohibited.
(2)
No new construction or development shall be allowed, unless a permit
is obtained from the Department of Environmental Protection, Bureau
of Dams, Waterways and Wetlands.
B.
Within any FF or FA Areas, the following provisions apply:
(1)
No new construction or development shall be located within the area
measured 50 feet landward from the top-of-bank of any watercourse.
(2)
In FF (AE) Areas without a designated floodway, no new development
shall be permitted unless it can be demonstrated that the cumulative
effect of all past and projected development will not increase the
BFE by more than one foot.
A.
Residential structures. Within any identified floodplain area, any
new construction or substantial improvement of a residential structure
shall have the lowest floor (including basement) elevated up to, or
above, the regulatory flood elevation.
B.
Nonresidential structures.
(1)
In any identified floodplain area, 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:
(2)
Any nonresidential structure, or part thereof, having a lowest floor
which is not elevated to at least 1 1/2 feet above the one-hundred-year
flood elevation shall be floodproofed in a completely or essentially
dry manner in accordance with the W1 or W2 space classification standards
contained in the publication entitled "Flood-Proofing Regulations,"
published by the U.S. 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.
C.
Space below the lowest floor.
(1)
Fully enclosed space below the lowest floor (including basement)
is prohibited.
(2)
Partially enclosed space below the lowest floor (including basement)
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 "partially enclosed space" also includes crawl spaces. 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 of not less than
one square inch for every square foot of enclosed space.
(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.
D.
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 at least 1 1/2 feet
above the one-hundred-year 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 or
movement and shall be designed to automatically provide for the entry
and exit of floodwaters 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 total area of not less than
one square inch for every square foot of enclosed space.
(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.
The following minimum standards shall apply for all construction
and development proposed within any identified floodplain area:
A.
Fill. 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 insure 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 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 sewage 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 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 § 122-27, Development which may endanger human life, shall be stored at or above the regulatory flood elevation and/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 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.) shall be finished
with a marine or water-resistant paint or other finishing material.
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 through 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/or 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, R323, Appendix AE101,
Appendix E and Appendix J.
A.
In accordance with the Pennsylvania Flood Plain Management Act[1] and the regulations adopted by the Pennsylvania 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:
(1)
Acetone.
(2)
Ammonia.
(3)
Benzene.
(4)
Calcium carbide.
(5)
Carbon disulfide.
(6)
Celluloid.
(7)
Chlorine.
(8)
Hydrochloric acid.
(9)
Hydrocyanic acid.
(10)
Magnesium.
(11)
Nitric acid and oxides of nitrogen.
(12)
Petroleum products (gasoline, fuel oil, etc.).
(13)
Phosphorus.
(14)
Potassium.
(15)
Sodium.
(16)
Sulfur and sulfur products.
(17)
Pesticides (including insecticides, fungicides and rodenticides).
(18)
Radioactive substances, insofar as such substances are not otherwise
regulated.
[1]
Editor's Note: See 32 P.S. § 679.101 et seq.
B.
Within any FW (Floodway Area), any structure of the kind described in Subsection A, above, shall be prohibited.
C.
Where permitted within any floodplain area, any new or substantially improved structure of any kind described in Subsection A, above, shall be elevated or designed and constructed to remain completely dry up to at least 1 1/2 feet above the one-hundred-year flood, and designed to prevent pollution from the structure or activity during the course of a one-hundred-year flood. Any such structure, or part thereof, that will be built below the regulatory flood elevation shall be designed and constructed in accordance with the standards for completely dry floodproofing contained in the publication, "Flood-Proofing Regulations" (U.S. Army Corps of Engineers, June 1972, as amended March 1992), or with some other equivalent watertight standard.
A.
Within any FW (Floodway Area), manufactured homes shall be prohibited.
B.
Within any FF or FA Floodplain Area, manufactured homes shall be
prohibited within the area measured 50 feet landward from the top-of-bank
of any watercourse.
C.
Where permitted within any floodplain area, all manufactured homes,
and any improvements thereto, shall be:
All subdivision proposals and development proposals containing
at least 50 lots or at least five acres, whichever is the lesser,
in flood hazard areas where base flood elevation data are not available
shall be supported by hydrologic and hydraulic engineering analysis
that determine base flood elevations and floodway information. The
analysis shall be prepared by a licensed professional engineer in
a format required by FEMA for a conditional letter of map revision
or letter of map revision. Submittal requirements and processing fees
shall be the responsibility of the applicant.