A. 
For all regulated activities, unless specifically exempted in § 127-5:
(1) 
Preparation and implementation of an approved SWM site plan is required by this chapter.
(2) 
No regulated activities shall commence until the Township issues written approval of a SWM site plan, which demonstrates compliance with the requirements of this chapter.
(3) 
The SWM site plan shall demonstrate that adequate capacity will be provided to meet the volume and rate control requirements, as described under §§ 127-17 and 127-18 of this chapter.
(4) 
The SWM site plan approved by the Township, 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 Title 25 of the Pennsylvania Code (including, but not limited to, Chapter 102 Erosion and Sediment Control) and the Clean Streams Law.[1] 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.
[1]
Editor's Note: See 35 P.S. § 691.1 et seq.
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, conform to the state water quality requirements, meet all requirements under the Storm Water Management Act[2] and any more stringent requirements as determined by the Township.
[2]
Editor's Note: See 32 P.S. § 680.1 et seq.
D. 
All regulated activities shall include, to the maximum extent practicable, measures to:
(1) 
Protect health, safety, and property.
(2) 
Meet the water quality goals of this chapter by implementing measures to:
(a) 
Minimize disturbance to floodplains, wetlands, natural slopes, existing native vegetation and woodlands.
(b) 
Create, maintain, or extend riparian buffers and protect 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.
E. 
Impervious areas.
(1) 
The measurement of impervious areas shall include all of the impervious areas in the total proposed development, even if development is to take place in stages.
(2) 
For developments taking place in stages, the entire development plan must be used in determining conformance with this chapter.
F. 
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.
G. 
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 drainageways 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.
H. 
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.
I. 
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.
J. 
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).
K. 
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.
L. 
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.
M. 
Roof drains shall discharge to a sump sized as per Appendix G[3] or shall discharge directly to adjoining lawn.
[3]
Editor's Note: Said appendix is included as an attachment to this chapter.
N. 
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.
O. 
When stormwater management facilities are proposed within 1,000 feet of a downstream Township, the developer shall notify the downstream Township and provide a copy of the SWM plan, if requested, for review and comment.
A. 
The following standards shall apply to all single-family and low-impact land developments.
B. 
All developments must implement such measures as necessary to:
(1) 
Meet state water quality standards and requirements.
(2) 
Protect health, safety, and property.
(3) 
Meet special requirements for high quality (HQ) and exceptional value (EV) watersheds.
C. 
The applicant must demonstrate that the following BMPs are being utilized to the maximum extent practicable:
(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.
D. 
The applicant must demonstrate that the proposed development/additional impervious area will not adversely impact the following:
(1) 
Capacities of existing drainageways and storm sewer systems.
(2) 
Velocities and erosion.
(3) 
Quality of runoff if direct discharge is proposed.
(4) 
Existing known problem areas.
(5) 
Safe conveyance of the additional runoff.
(6) 
Downstream property owners.
E. 
Work within natural drainageways 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.
F. 
Low-impact developments. An applicant proposing regulated activities not otherwise exempted under § 127-14G shall not be required to meet the rate control, volume control, or stormwater management site plan requirements in this chapter and shall submit for review in accordance with the following table:
Table 127-14 - Exemptions and Submission Requirements
New Impervious Area1, 2
(square footage)
Applicant Must Provide
0 < 2,500
No submission is required
2,500 < 5,000
Documentation of new impervious surfaces3
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 E4 shall be used to document new impervious surfaces. (4Editor's Note: Said appendix is included as an attachment to this chapter.)
G. 
Single-family requirements. Single-family residential activities are exempt from rate control, volume control, or stormwater management site plan requirements and shall be subject to the following:
(1) 
Shall comply with the standards of this section.
(2) 
Where the lot on which activity is proposed is part of a subdivision or land development bearing a stormwater plan duly approved in accordance with this chapter, installation of stormwater BMPs and construction of impervious surfaces shall be in accordance with said plan whereby the prescribed BMPs and regulated activities, whether more or less restrictive than the standards of this section, shall prevail.
(3) 
No point source discharge shall occur closer than 10 feet to any property line of the lot on which the activity occurs.
(4) 
Where fill or regarding of earth occurs on a lot, the toe of slope shall be no closer than five feet from any property line.
(5) 
Notwithstanding stricter requirements in the Township's Code of Ordinances, fill or grading within 15 feet of a downhill property line shall not exceed 3:1 (three horizontal to one vertical foot).
(6) 
To the furthest extent practical, as determined by the respective standards and guidelines of this section, stormwater shall be retained on the lot with only incidental sheet flow onto adjoining streets.
(7) 
Driveways:
(a) 
No more than 1,000 square feet of paved surface may discharge to any one point, including an adjoining street.
(b) 
The length of flow on the pervious must exceed the length of the paved surface flow. For example, if the driveway is 14 feet wide and is crowned in the middle, either side of the driveway must lie no closer than seven feet to the property line.
(c) 
Where runoff from more than 1,000 square feet of paved area must discharge to one point due to topography or other unique limitations or where length of flow on the pervious does not exceed the length of the paved surface flow due to same, the Township Engineer may approve discharge onto pervious surface with a gravel strip or other spreading device or to sump as per Appendix G[1] or sized based upon the accepted methodology set forth in this chapter.
[1]
Editor's Note: Said appendix is included as an attachment to this chapter.
(8) 
The Township can require more information or require mitigation of certain impacts through installation of stormwater management BMPs if there is a threat to property, health, or safety.
(9) 
Plans demonstrating compliance with the preceding standards shall be submitted with driveway and building permit applications, the approval of which shall be subject to meeting the preceding standards.
(10) 
Failure to satisfy the preceding standards shall require the submission of a rate controls, volume controls and SWM site plan for the regulated activities proposed.
A. 
The following sections and articles shall apply to all standard-impact land developments unless specifically exempted by this chapter.
B. 
Standard-impact land developments shall be subject to all rate control, volume control, and stormwater management site plan requirements as set forth in the sections and articles following this section.
A. 
The provisions of this chapter are the minimum standards for the protection of the public welfare.
B. 
All waiver requests must meet the provisions of § 127-16G and H. Waivers shall not be issued from implementing such measures as necessary to:
(1) 
Meet state water quality standards and requirements.
(2) 
Protect health, safety, and property.
(3) 
Meet special requirements for high quality (HQ) and exceptional value (EV) watersheds.
C. 
If an applicant demonstrates to the satisfaction of the Board of Supervisors of the Township 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 §§ 127-2 and 127-3 of this chapter, the Board of Supervisors of the Township upon obtaining the comments and recommendations of the Township 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 the ordinance 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 Township shall keep a written record of all actions on waiver requests.
F. 
In granting waivers, the Township may impose reasonable conditions at will, in its judgment, secure substantially the objectives of the standards or requirements that are to be modified.
G. 
The Township 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 runoff is not being diverted to a different drainage area.
(6) 
That increased flooding or ponding on off-site properties or roadways will not occur.
(7) 
That potential icing conditions will not occur.
(8) 
That increase of peak flow or volume from the site will not occur.
(9) 
That erosive conditions due to increased peak flows or volume will not occur.
(10) 
That adverse impact to water quality will not result.
(11) 
That increased one-hundred-year floodplain levels will not result.
(12) 
That increased or unusual Township maintenance expenses will not result from the waiver.
(13) 
That the amount of stormwater generated has been minimized to the greatest extent allowed.
(14) 
That infiltration of runoff throughout the proposed site has been provided where practicable and predevelopment groundwater recharge protected.
(15) 
That peak flow attenuation of runoff has been provided.
(16) 
That long-term operation and maintenance activities are established.
(17) 
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.
H. 
The purpose of 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 Township may accept alternative stormwater management controls under this section, provided that:
(1) 
The Township, in consultation with the PADEP (or delegated authority), determines that meeting the volume control requirements (See § 127-17.) 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.
(3) 
The alternative controls are in compliance with all other sections of this chapter, including but not limited to §§ 127-13D and 127-14A through C.
I. 
The Township may deny or revoke any exemption pursuant to this section at any time for any project that the Township believes may pose a threat to public health, safety, property or the environment.
A. 
The low-impact development practices provided in the BMP Manual and in Appendix B[1] of this chapter shall be utilized for all regulated activities to the maximum extent practicable.
[1]
Editor's Note: Said appendix is included as an attachment to this chapter.
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 post-development 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 Township shall be provided to allow witnessing of the testing.
(3) 
In cases where it is not possible or desirable to use infiltration-based best management practices to partially fulfill the requirements in either § 127-17B(1) or B(2), the following procedure shall be used:
(a) 
At a minimum, the following documentation shall be provided to justify the decision to not use infiltration BMPs:
[1] 
Description of and justification for field infiltration/permeability testing with respect to the type of test and test locations.
[2] 
An interpretive narrative describing existing site soils and their structure as these relate to the interaction between soils and water occurring on the site. In addition to providing soil and soil profile descriptions, this narrative shall identify depth to seasonal high-water tables and depth to bedrock, and provide a description of all subsurface elements (fragipans and other restrictive layers, geology, etc.) that influence the direction and rate of subsurface water movement.
[3] 
A qualitative assessment of the site's contribution to annual aquifer recharge shall be made, along with identification of any restrictions or limitations associated with the use of engineered infiltration facilities.
[4] 
The provided documentation must be signed and sealed by a professional engineer or geologist.
(b) 
The following water quality pollutant load reductions will be required for all disturbed areas within the proposed development:
Pollutant Load
Units
Required reduction
(%)
Total suspended solids (TSS)
Pounds
85%
Total phosphorous (TP)
Pounds
85%
Total nitrate (NO3)
Pounds
50%
(c) 
The performance criteria for water quality best management practices shall be determined from the Pennsylvania Stormwater Best Management Practices Manual, most current version.
C. 
The applicable worksheets from the BMP Manual must be used in calculations to establish volume control.
A. 
Post-development discharge rates shall not exceed the predevelopment discharge rates for the one-, two-, ten-, twenty-five-, fifty-, and one-hundred-year storms.
B. 
Lands contained within Butler County that have had release rates established under an approved Act 167 Stormwater Management Plan:
(1) 
The post-development peak discharge rates shall be in accordance with the approved Release Rate Map for the following watersheds (See Appendixes for Release Rate Map.[1]):
(a) 
Connoquenessing Creek Watershed.
[1]
Editor's Note: Appendix F, Release Rate Map, is included as an attachment to this chapter.
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. Municipalities 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 Township 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.