This Part
2 shall be known and may be cited as the "Schuylkill River Watershed Stormwater Management Ordinance."
The governing body of Exeter Township finds that:
A. Inadequate management of accelerated stormwater runoff resulting
from development throughout a watershed increases flood flows and
velocities, contributes to erosion and sedimentation, overtaxes the
carrying capacity of existing streams and storm sewers, greatly increases
the cost of public facilities to convey and manage stormwater, undermines
floodplain management and flood-reduction efforts in upstream and
downstream communities, reduces groundwater recharge, and threatens
public health and safety.
B. Inadequate planning and management of stormwater runoff resulting
from land development and redevelopment throughout a watershed can
also harm surface water resources by changing the natural hydrologic
patterns, accelerating stream flows (which increase scour and erosion
of streambeds and stream banks, thereby elevating sedimentation),
destroying aquatic habitat and elevating aquatic pollutant concentrations
and loadings such as sediments, nutrients, heavy metals and pathogens.
Groundwater resources are also impacted through loss of recharge.
C. A comprehensive program of stormwater management (SWM), including
minimization of impacts of development, redevelopment and activities
causing accelerated erosion, is fundamental to the public health,
safety, welfare, and the protection of the people of the Township
of Exeter and all the people of the commonwealth, their resources,
and the environment.
D. Inadequate management of accelerated stormwater runoff resulting
from development throughout a watershed poses a threat to surface
and groundwater quality.
E. Stormwater can be an important water resource by providing groundwater
recharge for water supplies and base flow of streams, which also protects
and maintains surface water quality.
F. Impacts from stormwater runoff can be minimized by using project
designs that maintain the natural hydrologic regime, and sustain high
water quality, groundwater recharge, stream baseflow and aquatic ecosystems.
The most cost-effective and environmentally advantageous way to manage
stormwater runoff is through nonstructural project design, minimizing
impervious surfaces and sprawl, avoiding sensitive areas (e.g., stream
buffers, floodplains, steep slopes), and designing to topography and
soils to maintain the natural hydrologic regime.
G. Public education on the control of pollution from stormwater is an
essential component in successfully addressing stormwater.
H. Federal and state regulations require certain municipalities to implement
a program of stormwater controls. These municipalities are required
to obtain a permit for stormwater discharges from their separate storm
sewer systems under the National Pollutant Discharge Elimination System
(NPDES).
I. Nonstormwater discharges to municipal separate storm sewer systems
can contribute to pollution of waters of the commonwealth by the municipality.
The purpose of this Part
2 is to promote the public health, safety, and welfare within the Schuylkill River Watershed by maintaining the natural hydrologic regime by minimizing the impacts described in §
320-11 of this Part
2 through provisions designed to:
A. Promote alternative project designs and layout that minimizes impacts
to surface and groundwater.
B. Promote nonstructural best management practices (BMPs).
C. Minimize increases in stormwater volume.
D. Minimize impervious surfaces.
E. Manage accelerated runoff and erosion and sedimentation problems
at their source by regulating activities that cause these problems.
F. Provide review procedures and performance standards for stormwater
planning and management.
G. Utilize and preserve the existing natural drainage systems.
H. Manage stormwater impacts close to the runoff source, which requires
a minimum of structures and relies on natural processes.
I. Focus on infiltration of stormwater, to maintain groundwater recharge,
to prevent degradation of surface and groundwater quality and to otherwise
protect water resources.
J. Maintain existing base flows and quality of streams and watercourses,
where possible.
K. Meet legal water quality requirements under state law, including
regulations at 25 Pa. Code Chapter 93.4a to protect and maintain existing
uses and maintain the level of water quality to support those uses
in all streams, and to protect and maintain water quality in special
protection streams.
L. Address the quality and quantity of stormwater discharges from the
development site.
M. Provide a mechanism to identify controls necessary to meet the NPDES
permit requirements.
N. Implement an illegal discharge detection and elimination program
to address nonstormwater discharges into the Township of Exeter's
separate storm sewer system.
O. Preserve and restore the flood-carrying capacity of streams.
P. Prevent scour and erosion of stream banks and streambeds.
Q. Provide performance standards and design criteria for watershed-wide
stormwater management and planning.
R. Provide proper operation and maintenance of all permanent stormwater
management facilities and BMPs that are implemented in the Township
of Exeter.
S. NPDES requirements. Federal regulations approved October 1999 require
operators of small municipal separate storm sewer systems (MS4s) to
obtain NPDES Phase II permits from DEP by March 2003. (NPDES II is
an acronym for the National Pollutant Discharge Elimination System
Phase II Stormwater Permitting Regulations.) This program affects
all municipalities in urbanized areas of the state. This definition
applies to all Schuylkill River watershed municipalities identified
in Table III-1 of the Schuylkill River Stormwater Management Plan
Volume II as NPDES Phase II municipalities. Therefore, these identified
municipalities will be subject to the NPDES Phase II requirements
mandated by the Federal Clean Water Act as administered by DEP. For
more information on NPDES II requirements, contact the DEP Regional
Office.
T. Ensure adequate drainage of all streets.
U. Intercept stormwater runoff along streets at intervals related to
the extent and grade of the area drained.
V. Provide positive drainage away from on-site sewage disposal facilities
and buildings.
W. Accommodate runoff so that the stormwater discharge from the site
at any point during construction does not exceed the predevelopment
discharge for the design rainfall frequency specified in Appendix
B. Postconstruction stormwater discharge shall not exceed the rates specified in §
320-25.
X. Ensure adequate drainage at intersections of driveways with streets.
Y. Provide shallow swales along all side and rear lot lines to direct
surface drainage to the street or other drainage facilities.
Approvals issued and actions taken under this Part
2 do not relieve the applicant of the responsibility to secure required permits or approvals for activities by any other code, law, regulation or ordinance.