§ 402. DESIGN AND CONSTRUCTION STANDARDS.

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 1 vertical to 2 horizontal feet unless substantiated data, justifying steeper slopes are submitted to, and approved by, the Building Permit Officer.

         (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 flood waters.

         (2)   Sanitary sewer facilities and systems shall be designed to prevent the discharge of untreated sewage into flood waters.

         (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 401–405 as amended) and contained in the 2003 IBC (Appendix G, §§ 401.3 and 401.4), the 2003 IRC (§ 323.1.6), the ASCE 24-98 (§ 8.3), FEMA #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 1 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 § 405, “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 flood water.

      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 401–405 as amended) and contained in the 2003 IBC (§§ 1605.2.2, 1605.3.1.2, 1612.4 and Appendix G501.3), the IRC (§§R301.1 and R323.1.1) and ASCE 24-98 (§ 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 401–405 as amended) and contained in the 2003 IBC (§§ 801.1.3, 1403.2, 1403.4, 1403.6 and 1404.2), the 2003 IRC (§§R323.1.7 & R501.3) and ASCE 24-98 (Chapter 6).

      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 401–405, as amended) the 2003 IBC (§§ 801.1.3, 1403.7 and Appendix G) and the 2003 IRC (§R323.1.7).

      K.   Electrical Components.

         (1)   Electrical distribution panels shall be at least 3 feet above the 100-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 401–405) as amended and contained in the 2003 IBC (§ 1612.4), the IRC (§R323.1.5), the 2000 IFGC (§§R301.5 and R1601.3.8) and ASCE 24 (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 401–405), as amended and contained in the 2003 IBC (§ 1612.4), the 2003 IRC (§R323.1.5) the 2000 IFGC (§§R301.5 and R1601.3.8) and ASCE 24 (Chapter 8) shall be utilized.

      M.   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 flood waters. Additional provisions shall be made for the drainage of these systems in the event that flood water 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/or supplement the requirements of this Chapter.

         (1)   International Building Code (IBC) 2003 or the latest edition thereof:  §§ 801, 1202, 1403, 1603, 1605, 1612, 3402, and Appendix G.

         (2)   International Residential Building Code (IRC) 2003 or the latest edition thereof: §§R104, R105, R109, R323, Appendix AE101, Appendix E and Appendix J.

(Ord. 78, 3/5/2009, § 4.01)