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
BCO; 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 provisions of the UCC and 34 Pa. Code
(Chapters 401 to 405, as amended) and contained in the 2006 IBC (Appendix
G, Sections 401.3 and 401.4), the 2006 IRC (Section 324.1.6), the
ASCE 24-05 (Section 8.3), FEMA No. 348, Protecting Building Utilities
From Flood Damages and The International Private Sewage Disposal Code
(Chapter 3) 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 §
117-25, 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.
(3) The design and construction requirements of the UCC pertaining to
this subsection as referred to in 34 Pa. Code (Chapters 401 to 405,
as amended) and contained in the 2006 IBC (Sections 1605.2.2, 1605.3.1.2,
1612.4 and Appendix G501.3), the 2006 IRC (Sections R301.1 and R324.1.1)
and ASCE 24-05 (Section 5.6) shall be utilized.
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.
(5) The provisions of the UCC pertaining to this subsection and referenced
in the 34 Pa. Code (Chapters 401 to 405, as amended) and contained
in the 2006 IBC (Sections 801.1.3, 1403.2, 1403.3, 1403.5 and 1404.2),
the 2006 IRC (Sections R324.1.7 and R502.3) and ASCE 24-05 (Chapter
6) shall be utitlized.
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.
(4) The standards and specifications contained in 34 Pa. Code (Chapters
401 to 405, as amended) the 2006 IBC (Sections 801.1.3, 1405.2 and
Appendix G) and the 2006 IRC (Section R324.1.7) shall be utilized.
K. Electrical components.
(1) Electrical distribution panels shall be at least three feet above
the one-hundred-year flood elevation.
(2) Separate electrical circuits shall serve lower levels and shall be
dropped from above.
(3) The provisions pertaining to the above provisions and referenced in the UCC and 34 Pa. Code (Chapters 401 to 405, as amended) and contained in the 2006 IBC (Section 1612.4), the 2006 IRC (Sections R324.1.5 and M1601.3.8), the 2000 IFGC (Sections R301.5 and R1601.3.8) and ASCE 24-05 (Chapter
8) shall be utilized.
L. Equipment.
(1) Water heaters, furnaces, air-conditioning and ventilating units,
and other mechanical or utility equipment or apparatus shall not be
located below the regulatory flood elevation.
(2) The provisions pertaining to the above provision and referenced in the UCC and 34 Pa. Code (Chapters 401 to 405, as amended) and contained in the 2006 IBC (Section 1612.4), the 2006 IRC (Sections R324.1.5 and M1601.3.8) the 2000 IFGC (Sections R301.5 and R1601.3.8) and ASCE 24-05 (Chapter
8) shall be utilized.
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.
(1) International Building Code (IBC) 2006, or the latest edition thereof,
Sections 801, 1202, 1403, 1603, 1605, 1612, 3402, and Appendix G.
(2) International Residential Building Code (IRC) 2006, or the latest
edition thereof, Sections R104, R105, R109, R324, M1601, Appendix
AE101, Appendix E and Appendix J.