In granting any variance, the Borough of Narberth shall attach
the following technical provisions to the proposal for which the variance
has been granted. These conditions and safeguards are necessary in
order to protect the public health, safety, and welfare of the residents
of the municipality.
A.
Pertaining to the alteration or relocation of watercourse.
(1)
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 municipality,
and until all required permits or approvals have been first obtained
from the Department of Environmental Protection Regional Office.
(2)
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.
(3)
In addition, the FEMA and Pennsylvania Department of Community and
Economic Development, shall be notified prior to any alteration or
relocation of any watercourse.
B.
The municipality shall require technical or scientific data to be
submitted 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 LOMR or conditional letter of map
revision (CLOMR) is required for:
(1)
Any development that causes a rise in the base flood elevations within
the floodway; or
(2)
Any development occurring in Zones A1-30 and Zone AE without a designated
floodway, which will cause a rise of more than one foot in the base
flood elevation; or
(3)
Alteration or relocation of a stream, including, but not limited
to, installing culverts and bridges.
C.
Any new construction, development, uses or activities allowed by
variance within the Floodplain Conservation District shall be undertaken
in strict compliance with the provisions contained in this chapter
and any other applicable codes, ordinances and regulations. In addition,
when such development is proposed within the area measured 50 feet
landward from the top of bank of any watercourse, a permit shall be
obtained from the Department of Environmental Protection Regional
Office.
A.
Residential structures.
(1)
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 § 292-10D of this chapter.
(2)
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 to 405 as amended) shall be utilized.
B.
Nonresidential structures.
(1)
In A Zones, where there no base flood elevations are 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 § 292-10B of this chapter.
(2)
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.
(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 to 405 as amended) shall be used.
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)
Minimum of two openings having a net 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
abovegrade.
(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 100 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 or
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.
(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.
A.
Development which may endanger human life. In accordance with the
Pennsylvania Flood Plain 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:
(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)
Sulphur and sulphur products.
(17)
Pesticides (including insecticides, fungicides, and rodenticides).
(18)
Radioactive substances, insofar as such substances are not otherwise
regulated.
B.
Any structure of the kind described in Subsection A, above, shall be prohibited within any floodway area. Where permitted within any identified floodplain area, any new or substantially improved residential structure of the kind described in § 292-26A, above, shall be elevated to remain completely dry up to at least 1 1/2 feet above base flood elevation and built in accordance with § 292-25.
C.
Within any identified floodplain area, any new or substantially improved structure of the kind described in § 292-26A, above, shall be prohibited within the area measured 50 feet landward from the top of the bank of any watercourse.
D.
Where permitted within any identified floodplain area, any new or substantially improved nonresidential structure of the kind described in § 292-26A above, shall be built in accordance with § 292-25B, including:
(1)
Elevated, or designed and constructed to remain completely dry up
to at least 1 1/2 feet above base flood elevation; and
(2)
Designed to prevent pollution from the structure or activity during
the course of a base flood.
(3)
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" (United States Army Corps
of Engineers, June 1972 as amended March 1992), or with some other
equivalent watertight standard.
The following minimum standards shall apply for all construction
and development proposed within the Floodplain Conservation District:
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 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 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 sewage system shall be located within the
Floodplain Conservation District 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 § 292-26A, 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 to 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:
