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Township of Rostraver, PA
Westmoreland County
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Table of Contents
Table of Contents
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 municipality 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 Community and Economic Development, Strategic Planning and Operations Office, 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 areas shall be undertaken in strict compliance with the provisions contained in this chapter and any other applicable codes, ordinances and regulations.
C. 
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.
D. 
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.
A. 
With any FW (floodway area), the following provisions apply:
(1) 
Any new conduction, development, use, activity or encroachment that would cause any increase in the one-hundred-year flood heights shall be prohibited.
(2) 
No new construction or development shall be allowed unless a permit is obtained from the Department of Environmental Protection.
B. 
Within any FE (special floodplain area), no new construction or development shall be allowed unless it is demonstrated that the cumulative effect of the proposed development will not increase that elevation of the one-hundred-year flood more than one foot at any point.
C. 
Within any FE (special floodplain area) or FA (General floodplain area) or FO (shallow floodplain area), 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, unless a permit is obtained from the Department of Environmental Protection.
(2) 
Any new construction or development which would cause any increase in the one-hundred-year flood heights shall be prohibited within any floodway area.
A. 
Residential structures.
(1) 
Within any identified floodplain area (FW, FF, FE or FA), any new construction or substantial improvement of residential structure shall have the lowest floor (including basement) elevated up to or above the regulatory flood elevation.
(2) 
Within any identified floodplain area (FO), any new construction or substantial improvement of a residential structure shall have the lowest floor (including basement) elevated above the highest adjacent grade at least as high as the depth number specified in feet on the Flood Insurance Rate Map.
B. 
Nonresidential structures.
(1) 
Within any identified floodplain area (FW, FF, FE or FA), 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 by such structure shall remain either completely or essentially dry during any flood up to that height.
(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.
(3) 
Within any identified floodplain area (FO), any new construction or substantial improvement of a nonresidential structure shall have the lowest floor (including basement) elevated above the highest adjacent grade at least as high as the depth number specified in feet on the Flood Insurance Rate Map (FIRM) or be designed and constructed so that the space enclosed by such structure shall remain either completely or essentially dry during any flood up to that height.
(4) 
Any nonresidential structure or part thereof having a lowest floor which is not elevated above the highest adjacent grade at least as high as the depth number specified in feet on the FIRM shall be floodproofed in a completely or essentially dry the 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 standards. 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 area of not less than one square inch for every square foot of enclosed space shall be provided.
(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 600 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 net total area of not less than one square inch for every square foot of enclosed space shall be provided.
(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. 
Subdivisions. 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 analyses that determine base flood elevations and floodway information. The analyses 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.
F. 
Manufactured homes. Within any FW (floodway area) manufactured homes shall be prohibited. Within any FA (general floodplain area) manufactured homes shall be prohibited within the area measured 50 feet landward from the top-of-bank of any watercourse Where permitted within any floodplain area, all manufactured homes, and any improvements thereto, shall be:
(1) 
Placed on a permanent foundation.
(2) 
Elevated so that the lowest floor of the manufactured home is 1 1/2 feet or more above the elevation of the one-hundred-year flood.
(3) 
Anchored to resist flotation, collapse or lateral movement.
G. 
Recreational vehicles. Recreational vehicles in Zones A1-30, AH and AE must either:
(1) 
Be on the site for fewer than 180 consecutive days;
(2) 
Be fully licensed and ready for highway use; or
(3) 
Meet the permit requirements for manufactured homes in § 97-26F.
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 three horizontal feet unless substantiated data, justifying steeper slopes, are submitted to and approved by the Floodplain Administrator.
(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 ensure 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. (See Chapter 164 of the Code of the Township of Rostraver.)
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 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.
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 § 97-28, Development which may endanger 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.
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.
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.
A. 
In accordance with the Pennsylvania Floodplain 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:
Acetone
Ammonia
Benzene
Calcium carbide
Carbon disulfide
Celluloid
Chlorine
Hydrochloric acid
Hydrocyanic acid
Magnesium
Nitric acid and oxides of nitrogen
Petroleum products (gasoline, fuel oil, etc.)
Phosphorus
Potassium
Sodium
Sulphur and sulphur products
Pesticides (including insecticides, fungicides and rodenticides)
Radioactive substances, insofar as such substances are not otherwise regulated
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 the land described in Subsection A above shall be:
(1) 
Elevated or designed and constructed to remain completely dry up to at least 1 1/2 feet above the one-hundred-year flood or, within the FO Area, elevated or designed and constructed to remain completely dry above the highest adjacent grade at least 1 1/2 feet above the depth number specified in feet on the Flood Insurance Rate Map; and
(2) 
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.