[Ord. 540, 3/21/2012, § 8-201]
1. The purpose of these provisions is to set forth, by separate Part,
construction-related floodplain management regulations deemed necessary
to prevent the loss of property and life, protect the general welfare
of the residential and business community, minimize the disruption
of commerce and governmental services, and prevent the extraordinary
and unnecessary expenditure of public funds for flood protection,
relief, and impairment of the tax base.
2. Structures and uses within identified floodplain areas are subject
to both zoning and construction controls to achieve these goals.
3. All construction shall be in compliance with the Uniform Construction
Code, as amended, and all additions, deletions, and amendments as adopted
by the Lower Swatara Township Board of Commissioners.
[Ord. 540, 3/21/2012, § 8-202]
In order to prevent excessive damage to buildings and structures
due to flooding, the following provisions shall apply to all proposed
construction or development occurring in any of the floodplain districts
in this chapter, as amended.
A. Residential Structures.
(1) Within any identified floodplain area, any new construction of, or
substantial improvement to residential structures shall have the lowest
floor (including basement) elevated to or above the regulatory flood
elevation (1 1/2 feet above the base 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 in accordance with §
8-106, Subsection 2C(2)(b).
(3) In AO Zones, any new construction or substantial improvement shall
have the lowest floor (including basement) at or above the highest
adjacent grade at least as high as the depth number specified on the
FIRM.
B. Manufactured Housing.
(1) Floodway. Within any floodway area, manufactured homes shall be prohibited.
(2) Floodplain. Where permitted within any identified floodplain areas,
all manufactured homes placed, manufactured homes undergoing substantial
improvements, and any additions to manufactured homes shall meet or
exceed the following criteria:
(a)
Anchored to resist flotation, collapse, or lateral movement
by providing over-the-top and frame ties to ground anchors in accordance
with the American National Standards as specified in the Standard
for the Installation of Manufactured Homes including manufactured
home park requirements [NFPA No. 501A-1974 (ANSI A119.3-1975)], as
amended, for manufactured homes in hurricane zones or other appropriate
standards such as the following:
1)
Over-the-top ties shall be provided at each of the four corners
of the manufactured home, with two additional ties per side at intermediate
locations for units 50 feet or more in length and one additional tie
per side for units less than 50 feet in length.
2)
Frame ties shall be provided at each corner of the manufactured
home, with five additional ties per side at intermediate locations
for units 50 feet or more in length and four additional ties per side
for units less than 50 feet in length.
3)
All components of the anchoring system shall be capable of carrying
a force of 4,800 pounds.
(b)
Elevated on a permanent foundation in accordance with the following
requirements:
1)
The stands or lots shall be elevated on compacted fill, or on
pilings so that the lowest floor of the manufactured home will be
1 1/2 feet or more above the base flood elevation.
2)
Adequate surface drainage is provided.
3)
Adequate access for a hauler is provided.
4)
Where pilings are used for elevation, that lots shall be large
enough to permit steps; piling foundations shall be placed in stable
soil no more than 10 feet apart; reinforcement shall be provided for
pilings that will extend for six feet or more above ground level.
5)
An evacuation plan indicating alternate vehicular access and
escape routes shall be filed with the appropriate Township officials
for manufactured home parks.
(c)
Installation of manufactured homes shall be done in accordance
with the manufacturer's installation instructions as provided
by the manufacturer. Where the applicant cannot provide the above
information, the requirements of Appendix E of the International Residential
Code or the United States Department of Housing and Urban Development's
Permanent Foundations for Manufactured Housing, 1984 Edition draft,
or latest revision thereto shall apply and 34 Pa. Code, Chapters 401
through 405.
(d)
Consideration shall be given to the installation requirements
of the International Building Code and the International Residential
Code most recent revision thereto and 34 Pa. Code, as amended, where
appropriate, and/or applicable to units where manufacturer's
standards for anchoring cannot be provided or were not established
for the unit's(s') proposed installation.
C. Nonresidential Structures.
(1) Within any identified floodplain area, any new construction of, or
substantial improvement to, a nonresidential structure shall have
the lowest floor (including basement) elevated up to, or above the
regulatory flood elevation (1 1/2 feet above the base 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.
(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 flood-proofed up to, or above the regulatory flood elevation in accordance with §
8-106, Subsection 2C(2)(b).
(3) Any nonresidential structure, or part thereof, made watertight below
the regulatory flood elevation shall be floodproofed in accordance
with W1 or W2 space classification standards contained in the publication
entitled "Flood-Proofing Regulations" 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.
D. 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.
(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.
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 principle use activity.
(2) Floor area shall not exceed 600 square feet.
(3) The structure shall 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 shall be at least 1 1/2 feet
above the base 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 requirements shall either
be certified by a registered professional engineer or architect, or
meet 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.
F. Recreational Vehicles.
(1) Recreational vehicles shall not be parked, kept, or stored within
any floodway area.
(2) Recreational vehicles in floodplain areas, where permitted, shall
meet one of the following criteria:
(a)
Be on the site for fewer than 180 consecutive days.
(b)
Be fully licensed and ready for highway use.
(c)
Meet permit requirements and technical provisions required for
manufactured homes.
G. General Design and Construction Standards. The following minimum
standards shall apply for all construction and development proposed
to be undertaken within any identified floodplain district:
(1) Fill. If fill is used, it shall:
(a)
Extend laterally at least 15 feet beyond the building line from
all points.
(b)
Consist of soil or small rock materials only. Sanitary landfills
shall not be permitted.
(c)
Be compacted to provide the necessary permeability and resistance
to erosion, scouring, or settling.
(d)
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.
(e)
To be used to the extent to which it does not adversely affect
adjacent properties.
(2) Drainage. 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.
(3) Water and Sanitary Sewer Facilities and Systems.
(a)
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.
(b)
Sanitary sewer facilities and systems shall be designed to prevent
the discharge of untreated sewage into flood waters.
(c)
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 so located so as to avoid impairment to it,
or contamination from it, during a flood.
(4) 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.
(5) Streets. The finished elevation of all new streets shall be no more
than one foot below the regulatory flood elevation.
(6) Storage. All materials that are buoyant, flammable, explosive, or in times of flooding, could be injurious to human, animal, and plant life, and not listed in §
8-108, Subsection
1, Development Which May Endanger Human Life, shall be stored at or above the regulatory flood elevation and/or floodproofed to the maximum extent possible.
(7) 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.
(8) Anchoring.
(a)
All buildings and structures shall be firmly anchored in accordance
with accepted engineering practices to prevent flotation, collapse,
or lateral movement.
(b)
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.
(9) Floors, Walls, and Ceilings.
(a)
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.
(b)
Plywood used at or below the regulatory flood elevation shall
be of a "marine" or water-resistant variety.
(c)
Walls and ceilings and other building components at or below
the regulatory flood elevation shall be designed and constructed of
materials that are water-resistant and will withstand inundation.
(d)
Appropriate practices that minimize flooding damage shall be
used.
(e)
Windows, doors and other components at or below the regulatory
flood elevation shall be made of metal or other water-resistant material.
(10)
Paints and Adhesives.
(a)
Paints and other finishes used at or below the regulatory flood
elevation shall be of a "marine" or water-resistant quality.
(b)
Adhesives used at or below the regulatory flood elevation shall
be of a marine or water-resistant quality.
(c)
All wooden components (doors, trim, cabinets, etc.) shall be
finished with a marine or water-resistant paint or other finishing
material.
(11)
Electrical Components. The following requirements shall apply
to all construction of an electrical system or parts of an electrical
system and to existing electrical systems when 50% or more of the
electric system is modified, altered, reconstructed, or replaced,
occurring in any designated floodplain area.
(a)
All electrical water heaters, electric furnaces, electric air-conditioning
and ventilating systems, and other critical electrical installations
shall be permitted only at elevations 1 1/2 feet or more above
the regulatory flood elevation (three feet above base flood elevation).
(b)
Electrical distribution panels shall be at least three feet
above the base flood elevation.
(c)
Separate electrical circuits shall serve lower levels and shall
be dropped from above.
(12)
Plumbing Components.
(a)
Water heaters, furnaces, and other mechanical equipment, apparatus,
or appliances shall be permitted only at elevations above the regulatory
flood elevation.
(b)
Water supply systems and sanitary sewage systems shall be designed
and constructed to preclude infiltration of floodwaters into the systems
and discharges from the systems into floodwaters.
(c)
No part of any on-site sewage disposal system shall be constructed
within any designated floodplain area.
(d)
All gas and oil supply systems shall be designed to preclude
the infiltration of floodwaters into the systems and discharges from
the systems into floodwaters. Additional provisions shall be made
for the drainage of these systems in the event that floodwater infiltration
occurs.
(13)
Equipment. Water heaters, furnaces, air-conditioning and ventilation
units, and other electrical, mechanical, or utility equipment or apparatus
shall not be located below the regulatory flood elevation.
(14)
Fuel Supply Systems. All gas and oil supply systems shall be
designed to prevent the infiltration of flood waters 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.