[Ord. 2146, 2/8/2016]
In granting any variance, the Borough of Pottstown shall attach
the following technical provisions to the proposal for which the variance
has been granted. These conditions and safeguards are necessary in
order to protect the public health, safety, and welfare of the residents
of the municipality.
A. Pertaining to Alteration or Relocation of Watercourse:
(1) 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 Regional Office.
(2) 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.
(3) In addition, FEMA and Pennsylvania Department of Community and Economic
Development shall be notified prior to any alteration or relocation
of any watercourse.
B. The municipality shall require technical or scientific data to be
submitted 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. An LOMR or conditional letter of
map revision (CLOMR) is required for:
(1) Any development that causes a rise in the base flood elevations within
the floodway; or
(2) Any development occurring in AE Zones which will cause a rise of
more than one floor in the base flood elevation; or
(3) Alteration or relocation of a stream (including but not limited to
installing culverts and bridges).
C. Any new construction, development, uses or activities allowed by
variance within any Floodplain Conservation District shall be undertaken
in strict compliance with the provisions contained in this chapter
and any other applicable codes, ordinances and regulations. In addition,
when such development is proposed within the area measured 100 feet
landward from the top-of-bank of any watercourse, a permit shall be
obtained from the Department of Environmental Protection regional
office.
[Ord. 2146, 2/8/2016]
The following minimum standards shall apply for all construction
and development proposed within any Floodplain Conservation District:
A. Fill.
(1) 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 three horizontal feet unless
substantiated data, justifying steeper slopes, are submitted to and
approved by the Floodplain Administrator; and
(e)
Be used to the extent to which it does not adversely affect
adjacent properties.
(2) The area shall be stabilized in accordance with PADEP erosion control
standards.
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.
C. Water and Sanitary Sewer Facilities and Systems.
(1) 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.
(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
Floodplain Conservation District 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 rim elevations of a settling tank and process areas shall be
a minimum of 1 1/2 feet above the flood elevation.
(5) The design and construction provisions of the UCC and FEMA No. 348,
"Protecting Building Utilities From Flood Damages," and the International
Private Sewage Disposal Code 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 § 703, 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.
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 base flood elevation.
(2) Separate electrical circuits shall serve lower levels and shall be
dropped from above.
L. Equipment.
(1) Water heaters, furnaces, air-conditioning and ventilating units,
and other electrical, mechanical or utility equipment or apparatus
shall be located at an elevation of 1 1/2 feet above 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.
N. Uniform Construction Code Coordination.
(1) The standards and specifications contained 34 Pa. Code (Chapters
401 through 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.
(a)
International Building Code (IBC) 2009 or the latest edition
thereof: Sections 801, 1202, 1403, 1603, 1605, 1612, 3402, and Appendix
G.
(b)
International Residential Building Code (IRC) 2006 or the latest
edition thereof: Sections R104, R105, R109, R323, Appendix AE101,
Appendix E and Appendix J.