The purpose of this section is to reduce the amount of impervious
surface being built in the Township and to take advantage of the significant
environmental benefits when properly designed and maintained pervious
pavement is used in place of impervious surface.
The use of pervious pavement is consistent with the Township's
stormwater management and low-impact development (LID) goals by significantly
reducing stormwater runoff, improving the water quality of stormwater
runoff, protecting nearby trees and reducing the need for other stormwater
control structures and thereby reducing the development footprint.
Allowing a credit for the use of pervious pavement will encourage
its use and provide a valuable tool in meeting the Township's stormwater
ordinances and reduce the number of requests for variance or waivers
from the Township's impervious surface requirements.
Applicability of credit. The pervious pavement system 50% credit provided for herein cannot be taken at new or existing single-family detached dwellings, single-family attached dwellings, two-family dwellings or multiple-family dwellings as defined in § 200-7.
When a pervious pavement system is used in the development of a site, 50% of the area covered by the pervious pavement shall be considered as impervious surface when determining compliance with the impervious surface requirements in Chapter 200, Zoning, and the stormwater management requirements of Chapter 173, Delaware River South Watershed, and Chapter 174, Neshaminy Creek Watershed Ordinances.
The total of all impervious and pervious pavement surfaces shall not exceed a factor of 1.25 of the maximum percent of impervious surface allowed for the site in Chapter 200, Zoning.
In order to receive the fifty-percent credit, the pervious pavement system must be designed, installed and maintained in accordance with § 200-50.4D, E and F.
Pervious pavement systems shall be limited to parking lots,
walking paths, sidewalks, plazas, tennis courts, patios, or other
areas deemed appropriate by the Township Engineer on a case-by-case
basis.
Pervious pavement systems shall be designed in accordance with
the PADEP BMP Manual, as amended (BMP 6.4.1 Pervious Pavement with
Infiltration Bed) by a registered professional engineer or landscape
architect and installed by a contractor, experienced or certified
in the construction of the particular proposed system.
A subsurface investigation with infiltration testing shall be conducted at the proposed location in accordance with SALDO § 178-93B(3) to ensure the pervious pavement system is properly designed. Acceptable infiltration rates at the site of the pervious pavement shall be greater than or equal to 0.2 inches per hour (after the appropriate safety factor has been applied) and no higher than 10 inches per hour. Soils with rates in excess of six inches per hour may require an additional soil buffer (such as an organic layer over the bed bottom) if the cation exchange capacity (CEC) is less than five and pollutant loading is expected to be significant.
If the proposed area of pervious pavement is less than 1,000
square feet, the Township Engineer may waive the requirement for a
subsurface investigation if it is demonstrated that the pervious pavement
system is located where soils are of the hydrologic soil groups (HSG)
of A, B, and C.
At a minimum, the pervious pavement system must be designed
to have sufficient storage capacity to accommodate the NRCS two-year
twenty-four-hour design storm and infiltrate the resultant stormwater
which falls onto the porous pavement into the soil below within 72
hours.
Pervious pavement systems shall be so located to minimize any
risk to groundwater quality, at least 50 feet from individual water
supply wells, and 100 feet from community or municipal water supply
wells.
Pervious pavement systems shall be so located to present no
threat to subsurface structures, at least 10 feet down gradient, 100
feet up gradient from building basement foundations, and 50 feet from
septic system drain fields unless specific circumstances allow for
reduced separation distances.
The builder or contractor installing the pervious pavement system
shall provide maintenance instructions and a maintenance schedule
to the property owner.
A pervious pavement maintenance agreement in the form attached
hereto as Appendix C and an operations and maintenance (O&M) plan
for the pervious pavement shall be prepared, properly executed and
recorded in the Office of the Recorder of Deeds for Bucks County by
the owner of any land upon which pervious pavement shall be installed.
The operations and maintenance (O&M) plan shall consist of a description
of how and by whom the pervious pavement system will be inspected
and maintained, including the frequency of inspection by the owner
and methods of preventing the surface pavement and stone storage layer
from being clogged with sediments.
At a minimum, semiannual inspections evaluating the condition
and performance of the pervious pavements must be conducted by the
property owner or owner's designee.
The owner of the property upon which pervious paving has been
installed shall be responsible to clean the pervious pavement at a
minimum frequency of once every two years.
Responsibility for compliance. The owner of the property upon which
a pervious pavement system has been installed shall be responsible
for maintaining and repairing the pervious pavement system in compliance
with the provisions of this article. Failure of the property owner
to comply with the provision of this article shall (1) result in a
violation of the Township Zoning Ordinance and subject the owner to
fines and penalties as set forth herein, (2) result in the property
losing its pervious pavement credit granted hereunder or (3) result
in the Township or its representatives entering upon the property
and taking whatever actions are deemed necessary to maintain the pervious
pavement system at the cost of the owner.