Within the Flood Hazard District Area, all uses not allowed
as permitted uses or authorized by grant of variance shall be prohibited.
The following uses and no others shall be permitted within the Flood
Hazard District Area and then only to the extent that they are not
prohibited by any other ordinance or any other section of this chapter
and only in strict compliance with the technical requirements set
forth in this section, including, without limitation, the requirement
to secure permits.
A. Agricultural uses that do not require structures, as follows: general
farming, pasture, orchard, grazing, outdoor plant nurseries, truck
farming, forestry and wild crop harvesting.
B. Recreation uses that do not require structures, as follows: park,
picnic grounds, fairs, boating, golf course, archery, hiking, riding,
hunting, fishing, game farm, fish hatchery, wildlife sanctuary, nature
preserve and swimming areas.
C. Three-quarters of the front, side or rear yard setback required for
development of any lot or tract in any district contiguous to the
Flood Hazard District Area; provided, however, that no building shall
be placed less than 25 feet from the boundary of any Flood Hazard
District Area.
D. Sanitary sewers and sewage pumping stations, provided that the construction is floodproof and compliant with §
208-15H(2)(h).
E. Waterlines and sealed wells.
F. Dams, impoundment basins, culverts and bridges approved by the commonwealth.
G. Storm sewers and sanitary sewer outlets, subject to the approval
of the Township Engineer.
H. When authorized as a conditional use, the following uses are subject to the general standards prescribed in §§
208-105 and
208-117, and the specific standards set forth in Subsection
J(3) below, provided that the applicant demonstrates to the reasonable satisfaction of the Planning Commission and Board of Supervisors that the grant thereof will not result in increasing the elevation of the base flood. No conditional use may be granted within the floodway if any increase in the base flood elevations would result, which shall be demonstrated by hydrologic and hydraulic engineering analyses that determine base flood elevations and floodway information prepared by a licensed professional engineer in accordance with standard engineering practice.
(1)
Any use permitted under §
208-15.1A through
G above requiring a temporary structure. A "temporary structure" shall be defined as that which will remain in place for a period of time not to exceed 12 months from the date of installation.
(2)
Permeable improved parking areas and roads to serve other permitted
uses in the Flood Hazard District Area or where required by the regulations
for any contiguous district.
(3)
Railroads, roads, bridges and utility transmission lines.
(4)
Docks and piers for boating.
(5)
A change in grade by either cut or fill, or a combination of
both, may be permitted as a conditional use, but only upon the following
conditions:
(a)
The effect is not to alter the cross-sectional area of the profile
of the floodplain.
(b)
The effect is not to increase the elevation of the base flood.
(c)
The effect is not to increase the runoff characteristics of
the area disturbed.
I. The following uses and activities are specifically prohibited in
any Flood Hazard District Area and no variances shall be granted therefor:
(1)
The construction, enlargement, substantial improvement, placement
or expansion of any structure.
(4)
Cutting or removal of trees or other flora except where the
area is devoted to forestry or nursery use, or except for certain
permitted uses like a park or golf course where routine maintenance
and care occurs, in which case cutting or removal shall be on a selective
basis with appropriate reforestation measures practiced.
(8)
Storage of any material that may be hazardous to the health
and welfare of the surrounding population or which is in violation
of the Clean Streams Law (35 P.S. § 691.901 et seq.) or
regulations of the Department of Environmental Protection.
(9)
The open storage of any hazardous materials or substances or
the construction of substantial improvements of any structure which
will be used for the production, storage or maintenance of, or used
for activities requiring the maintenance of, a supply of any hazardous
materials or substances, including, but not limited to, the following:
(k)
Nitric acid and oxides of nitrogen.
(l)
Petroleum products (gasoline, fuel oil and the like).
(p)
Sulphur and sulphur products.
(q)
Pesticides (including insecticides, fungicides and rodenticides).
(r)
The construction or substantial improvements of any structure
which will be used for the production, storage of, use of, or used
for activities requiring the maintenance of, a supply of any amount
of radioactive substances.
(10)
The filling or relocation of any watercourse.
(13)
Outdoor storage of vehicles or materials.
(17)
The commencement of, or any construction of, a new manufactured
home, manufactured home park or manufactured home subdivision, or
substantial improvement to an existing manufactured home park or manufactured
home subdivision.
J. Technical requirements.
(1)
Alteration or relocation of watercourse.
(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 first been obtained
from the Department of Environmental Protection's regional office.
(b)
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.
(c)
In addition, FEMA and the Pennsylvania Department of Community
and Economic Development shall be notified prior to any alteration
or relocation of any watercourse.
(2)
Any uses or activities allowed within any Flood Hazard District
Area shall be undertaken in strict compliance with the provisions
contained in this article and any other applicable codes, ordinances
and regulations.
(3)
For all conditional uses permitted under this district, the
Township shall consider all relevant factors and procedures specified
in other sections of the Code and the following:
(a)
The danger to life and property due to increased flood heights
or velocities caused by encroachments. No proposed use, development
or activity shall be permitted that will cause any increase in flood
levels in the Flood Hazard District Area.
(b)
The danger that materials may be swept onto other lands or downstream
to the injury of others.
(c)
The proposed water supply and sanitation systems and the ability
of these systems to prevent disease, contamination and unsanitary
conditions.
(d)
The susceptibility of the proposed use and its contents to flood
damage, and the effect of such damage on the individual owners.
(e)
The importance of the services provided by the proposed use
to the Township.
(f)
The requirements of the use for a waterfront location.
(g)
The availability of alternative locations not subject to flooding
for the proposed use.
(h)
The compatibility of the proposed use with existing development
and development anticipated in the foreseeable future.
(i)
The relationship of the proposed use to the Comprehensive Plan
and floodplain management program for the area.
(j)
The safety of access to the property in times of flood for ordinary
and emergency vehicles.
(k)
The expected heights, velocity, duration, rate of rise and sediment
transport of the floodwaters expected at the site.
(l)
The potential direct or indirect impacts to the Flood Hazard
District Area from the use proposed.
(m)
The potential direct or indirect impacts to those portions of
any watercourse designated as "exceptional value" or "high-quality
special protection waters" by the Commonwealth of Pennsylvania.
K. Elevation and floodproofing requirements. Within any Flood Hazard District Area, any new construction or substantial improvements shall be prohibited. If a variance is obtained for new construction or substantial improvements in the Flood Hazard District Area in accordance with §
208-15, then the following provisions apply:
(1)
Residential structures.
(a)
In AE, A1-30, and AH Zones, any new construction or substantial
improvement shall have the lowest floor (including basement) elevated
up to, or above, the regulatory flood elevation.
(b)
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 §
208-14.1B(3) of this ordinance.
(c)
In AO Zones, any new construction or substantial improvement
shall have the lowest floor (including the basement) at or above the
highest adjacent grade at least as high as the depth number specified
on the FIRM.
(d)
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 latest edition thereof adopted by the
Commonwealth of Pennsylvania, and ASCE 24 and 34 Pa. Code (Chapters
401-405, as amended) shall be utilized, where they are more restrictive.
(2)
Nonresidential structures.
(a)
In AE, A1-30 and AH Zones, any new construction or substantial
improvement of a nonresidential structure shall have the lowest floor
(including the basement) elevated up to, or above, the regulatory
flood elevation, or be designed and constructed so that the space
enclosed below the regulatory flood elevation:
[1] Is floodproofed so that the structure is watertight
with walls substantially impermeable to the passage of water; and
[2] Has structural components with the capability of
resisting hydrostatic and hydrodynamic loads and effects of buoyancy.
(b)
In A Zones, where no base flood elevations are specified on the FIRM, any new construction or substantial improvement shall have the lowest floor (including the basement) elevated or completely floodproofed up to, or above, the regulatory flood elevation determined in accordance with §
208-14.1B(3) of this ordinance.
(c)
In AO Zones, any new construction or substantial improvement
shall have its lowest floor elevated or completely floodproofed above
the highest adjacent grade to at least as high as the depth number
specified on the FIRM.
(d)
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. There should be a statement submitted
with the permit application and a statement submitted with the as-built
floodproofing certificate prior to the issuance of the certificate
of occupancy.
(e)
Any nonresidential structure that will be floodproofed must
submit the following to the floodplain administrator, along with the
nonresidential floodproofing certificate and prior to the issuance
of the certificate of occupancy:
[1] An inspection and maintenance plan detailing the
annual maintenance of floodproofed components ensuring that all components
will operate properly under flood conditions. Components that must
be inspected include, at a minimum:
[a] Mechanical equipment such as sump pumps and generators;
[b] Flood shields and closures;
[c] Walls and wall penetrations; and
[d] Levees and berms (as applicable).
[2] A flood emergency operation plan detailing the
procedures to be followed during a flooding event, and must include
information pertaining to how all components will operate properly
under all conditions, including power failures. The design professional
must produce the plan. An adequate plan must include the following:
[a] An established chain of command and responsibility,
with leadership responsibilities clearly defined for all aspects of
the plan.
[b] A procedure for notification of necessary parties
when flooding threatens and flood warnings are issued. Personnel required
to be at the building should have a planned and safe means of ingress
and should have no other emergency response duties during a flood
event. Alternates should be assigned in the event that the primary
persons responsible are unable to complete their assigned duties under
the plan.
[c] A list of specific duties assigned to ensure that
all responsibilities are addressed expeditiously. The locations of
materials necessary to properly install all floodproofing components
must be included in the list.
[d] An evacuation plan for all personnel or occupants;
those without duties for the flood emergency as well as those with
duties for implementing the plan. All possible ingress and egress
routes must be identified.
[e] A periodic training and exercise program to keep
personnel and occupants aware of their duties and responsibilities.
Training drills should be held at least once a year and should be
coordinated with community officials.
(f)
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 latest revision thereof as adopted by
the Commonwealth of Pennsylvania, and ASCE 24 and 34 Pa. Code (Chapters
401-405, as amended) shall be utilized, where they are more restrictive.
(3)
Space below the lowest floor:
(a)
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.
(b)
Designs for meeting this requirement must either be certified
by a registered professional engineer or architect, or meet or exceed
the following minimum criteria:
[1] A minimum of two openings having a net total area
of not less than one square inch for every square foot of enclosed
space installed on two separate walls.
[2] The bottom of all openings shall be no higher than
one foot above grade.
[3] Openings may be equipped with screens, louvers,
or other coverings or devices, provided that they permit the automatic
entry and exit of floodwaters.
(4)
Historic structures. Historic structures, as defined in Subsections
(1) through
(3) only in §
208-6 of said definition, undergoing repair or rehabilitation that would constitute a substantial improvement as defined in this article, must comply with all ordinance requirements that do not preclude the structure's continued designation as an historic structure. Documentation that a specific ordinance requirement will cause removal of the structure from the National Register of Historic Places or the State Inventory of Historic places must be obtained from the Secretary of the Interior or the State Historic Preservation Officer. Any exemption from ordinance requirements will be the minimum necessary to preserve the historic character and design of the structure.
L. Design and construction standards. In the event that a variance is
secured for any activity for which a variance is required hereunder,
the following minimum standards shall apply for all construction and
development proposed within any Flood Hazard District Area:
(1)
Fill. Within any Flood Hazard District Area, the use of fill
shall be prohibited. No variance shall be granted.
(2)
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.
(3)
Water and sanitary sewer facilities and systems:
(a)
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.
(b)
Sanitary sewer facilities and systems shall be designed to prevent
the discharge of untreated sewage into floodwaters.
(c)
No part of any on-site waste disposal system shall be located
within any Flood Hazard District Area.
(d)
The design and construction provisions of the UCC and FEMA #
348, "Protecting Building Utilities From Flood Damages" and "The International
Private Sewage Disposal Code" shall be utilized.
(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, or plant life, and not listed in §
208-15.1I(9) shall be stored at or above the regulatory flood elevation 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 at or below the regulatory flood elevation
shall be designed and constructed of materials that are water-resistant
and will withstand inundation.
(d)
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 marine or water-resistant quality.
(b)
Adhesives used at or below the regulatory flood elevation shall
be of a marine or water-resistant variety.
(c)
All wooden components (doors, trim, cabinets, etc.) used at
or below the regulatory flood elevation shall be finished with a marine
or water-resistant paint or other finishing material.
(11)
Electrical components:
(a)
Electrical distribution panels shall be at least three feet
above the base flood elevation.
(b)
Separate electrical circuits shall serve lower levels and shall
be dropped from above.
(12)
Equipment:
(a)
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 and shall
be anchored to resist flotation, collapse, and lateral movement.
(b)
Ductwork shall be elevated to or above the regulatory flood
elevation or floodproofed to remain water-resistant.
(13)
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.
(14)
Uniform Construction Code Coordination. The standards and specifications
contained in 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 article, to the extent that they are more
restrictive and supplement the requirements of this article.
(a)
International Building Code (IBC) 2009 or the latest revision
thereof as adopted by the Commonwealth of Pennsylvania; Sections 801,
1202, 1403, 1603, 1605, 1612, 3402, and Appendix G.
(b)
International Residential Building Code (IRC) 2009 or the latest
revision thereof as adopted by the Commonwealth of Pennsylvania: Sections
R104, R105, R109, R322, Appendix E, and Appendix J.
M. Special requirements for subdivisions and development. All subdivision
proposals and land development proposals containing at least 10 lots
or at least five acres, whichever is the lesser, in Flood Hazard District
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 (CLOMR) and letter of map revision
(LOMR). Submittal requirements and processing fees shall be the responsibility
of the applicant.