A.
For all regulated activities, unless specifically exempted in § 230-12:
(1)
Preparation and implementation of an approved SWM site plan is required.
(2)
No regulated activities shall commence until the municipality issues
written approval of a SWM site plan which demonstrates compliance
with the requirements of this chapter.
(4)
The SWM site plan approved by the municipality shall be on-site throughout
the duration of the regulated activities.
B.
For all regulated earth disturbance activities, erosion and sediment
control BMPs shall be designed, implemented, operated, and maintained
during the regulated earth disturbance activities (e.g., during construction)
to meet the purposes and requirements of this chapter and to meet
all requirements under Act 167 and the regulations promulgated thereunder
(including, but not limited to Title 25 of the Pennsylvania Code,
Chapter 102, Erosion and Sediment Control). Various BMPs and their
design standards are listed in the Erosion and Sediment Pollution
Control Program Manual (E&S Manual), No. 363-2134-008 (April 15,
2000), as amended and updated.
C.
For all regulated activities, stormwater BMPs shall be designed,
installed, implemented, operated, and maintained to meet the purposes
and requirements of this chapter and to meet all requirements under
Title 25 of the Pennsylvania Code and the Clean Streams Law,[1] conform to the state water quality requirements, meet
all requirements under the Stormwater Management Act[2] and any more stringent requirements as determined by the
municipality.[3]
D.
The municipality may, after consultation with PADEP and the Conservation
District, approve measures for meeting the state water quality requirements
other than those in this chapter, provided that they meet the minimum
requirements of, and do not conflict with state law, including, but
not limited to, the Clean Streams Law.
E.
All regulated activities shall include, to the maximum extent practicable,
measures to:
(1)
Protect health, safety, and property.
(2)
Meet the requirements of this chapter by implementing measures to:
(a)
Minimize disturbance to floodplains, wetlands, natural slopes,
existing native vegetation and woodlands.
(b)
Encourage the creation, maintenance and extension of riparian
buffers and the protection existing forested buffers.
(c)
Provide trees and woodlands adjacent to impervious areas whenever
feasible.
(d)
Minimize the creation of impervious surfaces and the degradation
of waters of the commonwealth and promote groundwater recharge.
(e)
Protect natural systems and processes (drainageways, vegetation,
soils, and sensitive areas) and maintain, as much as possible, the
natural hydrologic regime.
(f)
Incorporate natural site elements (wetlands, stream corridors,
mature forests) as design elements.
(g)
Avoid erosive flow conditions in natural flow pathways.
(h)
Minimize soil disturbance and soil compaction.
(i)
Minimize thermal impacts to waters of the commonwealth.
(j)
Disconnect impervious surfaces by directing runoff to pervious
areas, wherever possible and decentralize and manage stormwater at
its source.
F.
Impervious areas.
G.
If diffused flow is proposed to be concentrated and discharged onto
adjacent property, the applicant must document that adequate downstream
conveyance facilities exist to safely transport the concentrated discharge,
or otherwise prove that no erosion, sedimentation, flooding, or other
harm will result from the concentrated discharge.
H.
Stormwater drainage systems shall be provided in order to permit
unimpeded flow along natural watercourses, except as modified by stormwater
management facilities or open channels consistent with this chapter.
I.
Where watercourses traverse a development site, drainage areas with
a minimum width of 20 feet and include the one-hundred-year water
surface shall be provided conforming to the line of such watercourses.
Excavation, the placing of fill or structures, and any alterations
that may adversely affect the flow of stormwater within any portion
of the drainage area shall be prohibited. Also, maintenance, including
mowing of vegetation within the drainage area, may be required, except
as approved by the appropriate governing authority.
J.
When it can be shown that, due to topographic conditions, natural
drainageways on the site cannot adequately provide for drainage, open
channels may be constructed conforming substantially to the line and
grade of such natural drainageways. Work within natural drainage ways
shall be subject to approval by PADEP under regulations at 25 Pa.
Code Chapter 105 through the joint permit application process, or,
where deemed appropriate by PADEP, through the general permit process.
K.
Any stormwater management facilities or any facilities that constitute
water obstructions (e.g., culverts, bridges, outfalls, or stream enclosures,
etc.) that are regulated by this chapter, that will be located in
or adjacent to waters of the commonwealth (including wetlands), shall
be subject to approval by PADEP under regulations at 25 Pa. Code Chapter
105 through the joint permit application process, or, where deemed
appropriate by PADEP, the general permit process. When there is a
question whether wetlands may be involved, it is the responsibility
of the applicant or his agent to show that the land in question cannot
be classified as wetlands; otherwise, approval to work in the area
must be obtained from PADEP.
L.
Should any stormwater management facility require a dam safety permit
under PADEP Chapter 105, the facility shall be designed in accordance
with Chapter 105 and meet the regulations of Chapter 105 concerning
dam safety.
M.
Any stormwater management facilities regulated by this chapter that
will be located on, or discharged onto state highway rights-of-ways
shall be subject to approval by the Pennsylvania Department of Transportation
(PennDOT).
N.
Minimization of impervious surfaces and infiltration of runoff through
seepage beds, infiltration trenches, etc., are encouraged, where soil
conditions and geology permit, to reduce the size or eliminate the
need for detention facilities.
O.
Infiltration BMPs should be dispersed throughout the site, made as
shallow as practicable, and located to maximize use of natural on-site
infiltration features while still meeting the other requirements of
this chapter.
P.
The design of facilities over karst shall include an evaluation and
implementation of measures to minimize adverse effects.
Q.
Roof drains shall not be connected to streets, sanitary or storm
sewers, or roadside ditches in order to promote overland flow and
infiltration/percolation of stormwater where it is advantageous to
do so. When it is more advantageous to connect directly to streets
or storm sewers, then the municipality shall permit it on a case-by-case
basis.
R.
Applicants are encouraged to use low-impact development practices
to reduce the costs of complying with the requirements of this chapter
and the state water quality requirements.
S.
When stormwater management facilities are proposed within 1,000 feet
of a downstream municipality, the developer shall notify the downstream
municipality and provide a copy of the SWM plan, if requested, for
review and comment.
B.
The applicant must demonstrate that the following BMPs are being
utilized to the maximum extent practicable to receive consideration
for the exemptions:
(1)
Design around and limit disturbance of floodplains, wetlands, natural
slopes over 15%, existing native vegetation, and other sensitive and
special value features.
(2)
Maintain riparian and forested buffers.
(3)
Limit grading and maintain nonerosive flow conditions in natural
flow paths.
(4)
Maintain existing tree canopies near impervious areas.
(5)
Minimize soil disturbance and reclaim disturbed areas with topsoil
and vegetation.
(6)
Direct runoff to pervious areas.
C.
The applicant must demonstrate that the proposed development/additional
impervious area will not adversely impact the following:
D.
An applicant proposing regulated activities may be eligible for exemption
from rate control, volume control, or stormwater management site plan
requirements in this chapter according to the following table:
|
Table 230-12 — Exemptions and Submission Requirements
| ||
|---|---|---|
|
New Impervious Area1, 2
(square feet)
|
Applicant Must Provide
| |
|
0 < 2,500
|
No submission is required
| |
|
2,500 < 5,000
|
Documentation of new impervious surfaces3
| |
|
5,000 and greater
|
Rate controls, volume controls and SWM site plan
| |
|
NOTES:
| ||
|---|---|---|
|
1.
|
New impervious area since the date of adoption of this chapter.
| |
|
2.
|
Gravel in existing condition shall be considered pervious and
gravel in proposed condition shall be considered impervious.
| |
|
3.
|
The small project stormwater management application included
in Appendix D shall be used to document new impervious surfaces.
| |
E.
Single-family residential activities are exempt from these requirements,
provided the construction:
F.
An applicant proposing regulated activities, after demonstrating compliance with Subsections A, B and C of this section, may be exempted from various requirements of this chapter if documentation can be provided that a downstream man-made water body (i.e., reservoir, lake, or man-made wetlands) has been designed or modified to address the potential stormwater flooding impacts of the proposed development.
G.
The purpose this section is to ensure consistency of stormwater management
planning between local ordinances and NPDES permitting (when required)
and to ensure that the applicant has a single and clear set of stormwater
management standards to which the applicant is subject. The municipality
may accept alternative stormwater management controls under this section,
provided that:
(1)
The municipality, in consultation with the PADEP (or delegated authority), determines that meeting the volume control requirements (see § 230-14) is not possible or places an undue hardship on the applicant.
(2)
The alternative controls are documented to be acceptable to PADEP
(or delegated authority), for NPDES requirements pertaining to post
construction stormwater management requirements.
H.
Agricultural activities are exempt from the rate control and SWM
site plan preparation requirements of this chapter provided the activities
are performed according to the requirements of 25 Pa. Code Chapter
102.
I.
Forest management and timber operations are exempt from the rate
and volume control requirement and SWM site plan preparation requirement
of this chapter, provided the activities are performed according to
the requirements of 25 Pa. Code Chapter 102. It should be noted that
temporary roadways are not exempt.
J.
The municipality may deny or revoke any exemption pursuant to this
section at any time for any project that the municipality believes
may pose a threat to public health, safety, property or the environment.
A.
The provisions of this chapter are the minimum standards for the
protection of the public welfare.
C.
If an applicant demonstrates to the satisfaction of the governing body of the municipality that any mandatory provision of this chapter is unreasonable or causes unique or undue unreasonableness or hardship as it applies to the proposed project, or that an alternate design may result in a superior result within the context of §§ 230-2 and 230-3 of this chapter, the governing body of the municipality, upon obtaining the comments and recommendations of the Municipal Engineer, may grant a waiver or relief so that substantial justice may be done and the public interest is secured; provided that such waiver will not have the effect of nullifying the intent and purpose of this chapter.
D.
The applicant shall submit all requests for waivers in writing and
shall include such requests as a part of the plan review and approval
process. The applicant shall state in full the facts of unreasonableness
or hardship on which the request is based, the provision or provisions
of this chapter that are involved, and the minimum waiver or relief
that is necessary. The applicant shall state how the requested waiver
and how the applicant's proposal shall result in an equal or better
means of complying with the intent or purpose and general principles
of this chapter.
E.
The municipality shall keep a written record of all actions on waiver
requests.
F.
All waiver requests must be accompanied by a fee set by resolution
by the Township of Connoquenessing, the fee being designed to cover
the administrative costs of reviewing the waiver request. The municipality
may charge a fee for each waiver request, which shall be used to offset
the administrative costs of reviewing the waiver request. The applicant
shall also agree to reimburse the municipality for reasonable and
necessary fees that may be incurred by the Municipal Engineer and
Solicitor in any review of a waiver request.
G.
In granting waivers, the municipality may impose reasonable conditions
that will, in its judgment, secure substantially the objectives of
the standards or requirements that are to be modified.
H.
The municipality may grant applications for waivers when the following
findings are made, as relevant:
(1)
That the waiver shall result in an equal or better means of complying
with the intent of this chapter.
(2)
That the waiver is the minimum necessary to provide relief.
(3)
That the applicant is not requesting a waiver based on cost considerations.
(4)
That existing down gradient stormwater problems will not be exacerbated.
(5)
That increased flooding or ponding on off-site properties or roadways
will not occur.
(6)
That potential icing conditions will not occur.
(7)
That increase of peak flow or volume from the site will not occur.
(8)
That erosive conditions due to increased peak flows or volume will
not occur.
(9)
That adverse impact to water quality will not result.
(10)
That increased one-hundred-year floodplain levels will not result.
(11)
That increased or unusual municipal maintenance expenses will
not result from the waiver.
(12)
That infiltration of runoff throughout the proposed site has
been provided where practicable and predevelopment groundwater recharge
protected.
(13)
That peak flow attenuation of runoff has been provided.
(14)
That long-term operation and maintenance activities are established.
(15)
That the receiving streams and/or water bodies will not be adversely
impacted in flood carrying capacity, aquatic habitat, channel stability
and erosion and sedimentation.
B.
Stormwater runoff volume controls shall be implemented using the
Design Storm Method or the Simplified Method, as defined below. For
regulated activity areas equal or less than one acre that do not require
hydrologic routing to design the stormwater facilities, this chapter
establishes no preference for either method; therefore, the applicant
may select either method on the basis of economic considerations,
the intrinsic limitations on applicability of the analytical procedures
associated with each methodology, and other factors.
(1)
The Design Storm Method (CG-1 in the BMP Manual) is applicable to
any sized regulated activity. This method requires detailed modeling
based on site conditions.
(a)
Do not increase the postdevelopment total runoff volume when
compared to the predevelopment total runoff volume for the two-year/twenty-four-hour
storm event.
(b)
For hydrologic modeling purposes.
[1]
Existing nonforested pervious areas must be considered meadow
(good condition) for predevelopment hydrologic calculations.
[2]
Twenty percent of existing impervious area, when present within
the proposed project site, shall be considered meadow (good condition)
for predevelopment hydrologic calculations for redevelopment.
(2)
The Simplified Method (CG-2 in the BMP Manual) is independent of
site conditions and should be used if the Design Storm Method is not
followed. This method is not applicable to regulated activities greater
than one acre or for projects that require detailed design of stormwater
storage facilities. For new impervious surfaces:
(a)
Stormwater facilities shall capture at least the first two inches
of runoff from all new impervious surfaces.
(b)
At least the first one inch of runoff from new impervious surfaces
shall be permanently removed from the runoff flow, i.e., it shall
not be released into surface waters of the commonwealth. Removal options
include reuse, evaporation, transpiration, and infiltration.
(c)
Wherever possible, infiltration facilities should be designed
to accommodate infiltration of the entire permanently removed runoff;
however, in all cases, at least the first 0.5 inch of the permanently
removed runoff should be infiltrated.
(d)
Actual field infiltration tests at the location of the proposed
elevation of the stormwater BMPs are required. Infiltration test shall
be conducted in accordance with the BMP Manual. Notification of the
municipality shall be provided to allow witnessing of the testing.
C.
The applicable worksheets from the BMP Manual must be used in calculations
to establish volume control.
A.
Sensitive areas and water-quality-sensitive developments as defined
below which require special consideration with regard to stormwater
management.
(1)
"Sensitive areas" are defined as those areas that, if developed,
have the potential to endanger a water supply. These areas consist
of the delineated one-year zone of contribution and direct upslope
areas tributary to the water supply wells. The Township of Connoquenessing
may update the sensitive area boundaries based on new research or
studies as required.
(2)
Stormwater hotspots are defined as a land development project that
has a high potential to endanger local water quality, and could potentially
threaten groundwater reservoirs. The Municipal Engineer will determine
what constitutes these classifications on a case-by-case basis. The
PADEP wellhead protection contaminant source list shall be used as
a guide in these determinations. Industrial manufacturing site and
hazardous material storage areas must provide NPDES SIC codes.
B.
Performance standards.
(1)
The location of the boundaries of sensitive areas is set by drainage
areas tributary to any public water supply. The exact location of
these boundaries, as they apply to a given development site, shall
be determined using mapping at a scale which accurately defines the
limits of the sensitive area. If the project site is within the sensitive
area (in whole or in part), two-foot contour interval mapping shall
be provided to define the limits of the sensitive area. If the project
site is adjacent to but within 500 linear feet of a defined sensitive
area, a five-foot contour interval map defining the limits of the
sensitive area shall be included in the stormwater management plan
to document the site's location relative to the sensitive area.
(2)
Stormwater hotspots may be required to prepare and implement a stormwater
pollution prevention plan and file notice of intent as required under
the provision of the EPA Industrial Stormwater NPDES Permit Requirements.
(3)
Stormwater hotspots must use an acceptable pretreatment BMP prior
to volume control and/or rate control BMPs. Acceptable pretreatment
BMPs for these developments include those based on filtering, settling,
or chemical reaction processes such as coagulation.
C.
Rate controls. Lands contained within Butler County that have not
had release rates established under an approved Act 167 Stormwater
Management Plan.
(1)
Postdevelopment discharge rates shall not exceed the predevelopment
discharge rates for the one-, two-, ten-, twenty-five-, fifty-year,
and one-hundred-year storms.
