[Amended 6-15-1988 by Ord. No. 3098; 11-17-1999 by Ord. No.
3546]
A.
The Township finds that:
(1)
Inadequate management of accelerated runoff of stormwater
resulting from development throughout the drainage area increases
flood flows and rates, contributes to soil erosion and sedimentation
of streams, exceeds the capacity of natural and constructed drainage
systems, increases cost to the Township to control stormwater, disrupts
municipal efforts to manage floodplains and control flooding in the
Township and downstream, reduces groundwater recharge, burdens the
health of the stream corridor, reduces the number and diversity of
aquatic life, contributes to the loss of streamside property and threatens
the health, safety and welfare of the public.
(2)
A comprehensive program of stormwater management,
implemented on a watershed-wide basis, which includes reasonable regulation
of development and other activities resulting in increased stormwater
flows, is a rational and defensible method of stormwater management
and will help protect the public health, safety and welfare of the
municipality, their resources and the natural environment.
(3)
Stormwater
is an important water resource that provides groundwater recharge
for water supplies and supports the base flow of streams.
[Added 3-15-2023 by Ord. No. 4262]
(4)
The
use of green infrastructure and low-impact development (LID) is intended
to address the root cause of water quality impairment by using systems
and practices which use or mimic natural processes to 1) infiltrate
and recharge, 2) evapotranspirate, and/or 3) harvest and use precipitation
near where it falls to earth. Green infrastructure practices and LID
contribute to the restoration or maintenance of predevelopment hydrologic
conditions.
[Added 3-15-2023 by Ord. No. 4262]
B.
Purpose. This chapter will promote the public health,
safety and welfare within the Lower Merion Drainage Area by minimizing
the effects of increased stormwater flows from new development. The
provisions of this chapter are designed to:
[Amended 7-18-2007 by Ord. No. 3821; 3-15-2023 by Ord. No. 4262]
(1)
Meet legal water quality requirements under state law, including regulations at 25 Pa. Code Chapter 93, to protect, maintain, reclaim, and restore the existing and designated uses of the waters of Lower Merion Township.
(2)
Preserve natural drainage systems.
(3)
Manage stormwater runoff close to the source, reduce runoff volumes
and mimic predevelopment hydrologic conditions.
(4)
Provide procedures and performance standards for stormwater planning
and management.
(5)
Maintain groundwater recharge to prevent degradation of surface water
and groundwater quality and to otherwise protect water resources.
(6)
Prevent scour and erosion of stream banks and streambeds.
(7)
Provide proper operation and maintenance of all stormwater best management
practices (BMPs) that are implemented within the municipality.
(8)
Provide standards to meet NPDES permit requirements.
(9)
State regulations require the adoption of ordinances necessary to
be compliant with all Act 167 studies performed within the municipality's
boundary.
[Amended 11-17-1999 by Ord. No. 3546]
A.
Hereafter, no land shall be used, no earth shall be
stripped or moved and no structure shall be built or extended without
full compliance with the terms of this chapter and other applicable
regulations.
B.
Statutory authority. The Township is empowered to
regulate these activities by the authority of the Act of October 4,
1978, 32 P.S., P.L. 864 (Act 167), § 680.1 et seq., the
Stormwater Management Act, as amended by Act 63 of May 24, 1984, and
the Lower Merion Township Code.
C.
Regulatory activities.
(1)
The following activities are defined as "regulated
activities" and shall be regulated by this chapter, except those that
meet the waiver specifications presented thereafter:
(a)
Land development.
(b)
Subdivision.
(c)
Construction of new or additional impervious
surfaces.
(d)
Construction of new buildings or additions to
existing buildings.
(e)
Diversion or piping of any natural or constructed
stream channel.
(f)
Installation of stormwater systems or appurtenances.
(g)
Earthmoving.
[Added 7-18-2007 by Ord. No. 3821]
(2)
Any proposed regulated activity, except those defined in § 121-2C(1)(e) and (f), which would create 1,500 square feet or less of additional impervious cover would be exempt from the requirements of this chapter regarding control of the peak rate of flow. The regulated activity may be required to satisfy the standards for groundwater recharge and/or water quality, at the discretion of the Township.
(3)
For phased development, the entire development plan is to be used in determining conformance with this criteria. Additional impervious surface shall include, but not be limited to, any roof, parking area, driveway area, street or sidewalk constructed as part of or for the proposed regulated activity. Any areas designed initially as semi-impervious (gravel, crushed stone, porous pavement, etc.) shall be considered impervious for the purpose of waiver requested evaluation. No waiver shall be granted for regulated activities as defined in § 121-2C(1)(e) and (f).
D.
Compatibility with other ordinance requirements. Approvals
issued pursuant to this chapter do not relieve the applicant of the
responsibility to secure required permits or approvals for activities
regulated by any other applicable code, rule, act or ordinance.
[Amended 6-15-1988 by Ord. No. 3098; 11-17-1999 by Ord. No.
3546]
A.
Word usage. For the purposes of this chapter, certain
terms and words used herein shall be interpreted as follows:
(1)
Words used in the present tense include the future
tense. The singular number includes the plural, and the plural number
includes the singular. Words of masculine gender include feminine
gender and words of feminine gender include masculine gender.
(2)
The word "includes" or "including" shall not limit
the term to the specific example but is intended to extend its meaning
to all other instances of like kind and character.
(3)
The word "person" includes an individual, firm, association,
organization, partnership, trust, company, corporation or any other
similar entity.
(4)
The words "shall" and "must" are mandatory. The words
"may" and "should" are permissive.
(5)
The words "used" or "occupied" include the words "intended,
designed, maintained or arranged to be used or occupied."
(6)
The word "building" includes the word "structure"
and shall be construed as if followed by the words "or part thereof."
B.
ALTERATION
APPLICANT
BEDROCK
BEST MANAGEMENT PRACTICE (BMP)
BORROW PIT
CISTERN
CONSERVATION DISTRICT
CONVEYANCE
CULVERT
DAM
DEP
DESIGNEE (DESIGNATED REPRESENTATIVE)
DESIGN STORM
DETENTION BASIN
DEVELOPER
DEVELOPMENT
DEVELOPMENT SITE
DRAINAGE EASEMENT
DRAINAGE PLAN
EARTHMOVING
EROSION
EVAPOTRANSPIRATION
EXISTING GRADE
FILL
FINISHED GRADE
FLOODPLAIN
FREEBOARD
GREEN INFRASTRUCTURE
GROUNDWATER RECHARGE
IMPERVIOUS SURFACE
INFILTRATION STRUCTURE
LAND DEVELOPMENT
(1)
(a)
(b)
(2)
(3)
LAND DISTURBANCE
LOWER MERION DRAINAGE AREA
MAIN STEM
MANAGED RELEASE CONCEPT
MANNING EQUATION (MANNING FORMULA)
NATURAL GROUND SURFACE
NON-WATERSHED PLAN DISTRICT
NRCS
OPEN CHANNEL
OPEN-PIT MINING
PEAK DISCHARGE
PENN STATE RUNOFF MODEL (PSRM)
PERSON
PIPE
RATIONAL METHOD
REACH
REGULATED ACTIVITY
REGULATED IMPERVIOUS SURFACE
RELEASE RATE
RETENTION BASIN
RETURN PERIOD
RIPARIAN BUFFER
RUNOFF
SCS
SEDIMENT
SEDIMENTATION
SEDIMENT BASIN
SEEPAGE BED/PIT/TRENCH (INFILTRATION BED/PIT/TRENCH)
SITE
SOIL
SOIL-COVER COMPLEX METHOD
STORAGE INDICATION METHOD
STORM DRAINAGE PROBLEM AREAS
STORM SEWER
STORMWATER
STORMWATER CONTROL MEASURE
STORMWATER MANAGEMENT
STORMWATER MANAGEMENT FACILITY
STREAM
STREAM ENCLOSURE
STRIPPING
SUBAREA
SUBDIVISION
SWALE
TYPE II STORM
WATERCOURSE
WETLAND
Definitions. As used in this chapter, the following
words shall have the meanings indicated:
As applied to land, a change in topography as a result of
the moving of soil or rock from one location or position to another;
also the changing of surface conditions by causing the surface to
be more or less impervious; land disturbance.
A landowner or developer who has filed an application for approval to engage in any regulated activities as defined in § 121-2C of this chapter.
The solid, undisturbed rock in place either at the ground
surface or beneath surficial soil deposits.
Activities, facilities, designs, measures, or procedures
used to manage stormwater impacts from regulated activities, to meet
state water quality requirements, to promote groundwater recharge,
and to otherwise meet the purposes of this chapter. Stormwater BMPs
are commonly grouped into one of two broad categories or measures:
"structural" or "nonstructural." In this chapter, "nonstructural BMPs
or measures" refers to operational and/or behavior-related practices
that attempt to minimize the contact of pollutants with stormwater
runoff, whereas structural BMPs or measures are those that consist
of a physical device or practice that is installed to capture and
treat stormwater runoff. Structural BMPs include, but are not limited
to, a wide variety of practices and devices, from large-scale retention
ponds and constructed wetlands to small-scale underground treatment
systems, infiltration facilities, filter strips, low-impact design,
bioretention, wet ponds, permeable paving, grassed swales, riparian
or forested buffers, sand filters, detention basins, and manufactured
devices. Structural stormwater BMPs are permanent appurtenances to
the project site.
[Amended 3-15-2023 by Ord. No. 4262]
An open pit from which soil is excavated as a single incident
for use at a single construction site.
An underground reservoir or tank for storing stormwater.
The Montgomery County Conservation District (MCCD).
A natural or man-made, existing, or proposed stormwater management
facility, feature or channel used for the transportation or transmission
of stormwater from one place to another. For the purposes of this
chapter, "conveyance" shall include pipes, drainage ditches, channels,
and swales (vegetated or other), gutters, stream channels, and like
facilities or features.
[Added 3-15-2023 by Ord. No. 4262]
A structure with appurtenant works which carries a stream
or concentrated flow under or through an embankment or fill.
An artificial barrier, including the appurtenant works, constructed
for the purpose of impounding or storing water or any other fluid
or semifluid, or any other bank, fill or structure for highway, railroad
or other purposes which does or may impound water or any other fluid
or semifluid.
The Pennsylvania Department of Environmental Protection.
Any person or consultant designated by the Township to administer,
review or enforce the provisions of this chapter whether by contract
or by memorandum of understanding.
The magnitude and temporal distribution of precipitation
from a storm event measured in probability of occurrence and duration
(a twenty-five-year, twenty-four-hour storm, for example), used in
the design and evaluation of stormwater management systems.
An impoundment structure designed to manage stormwater runoff
by temporarily storing the runoff and releasing it at a predetermined
rate.
A person, partnership, association, corporation or other
entity, or any responsible person therein or agent thereof, that undertakes
any regulated activity of this chapter.
Any subdivision or land development. The improvement of one
lot or two or more contiguous lots, tracts or parcels of land for
any purpose or any alteration of land not for agricultural or conservation
purposes, which includes earthmoving, filling or stripping on a tract.
Development includes, but is not limited to, road construction; utility
installation; public, commercial or industrial facility construction;
and mining and quarrying, and also includes water resource management.
The specific tract of land for which the regulated activity
is proposed.
A right granted by a landowner to a grantee, allowing the
use of private land for stormwater management purposes.
The documentation of the proposed storm management system to be used for a given development site, the contents of which are established in § 121-4H(2).
Any act by which soil or bedrock is cut into, quarried, displaced
or relocated.
The physical removal of soil and bedrock by the action of
wind, water, ice or other natural forces.
The combined processes of evaporation from the water or soil
surface and transpiration of water by plants.
[Added 3-15-2023 by Ord. No. 4262]
The vertical elevation of the ground surface prior to earthmoving
or filling.
Any act by which earth, sand, gravel, rock or any other material
is deposited, placed, pushed, dumped, pulled, transported or moved
to a new location, and shall include the conditions resulting therefrom.
The final vertical elevation of the ground after development.
Any land area susceptible to inundation by water from any
natural source or delineated by applicable Department of Housing and
Urban Development, Federal Insurance Administration Flood Hazard Boundary
Maps as being a special flood hazard area. Also included are areas
that comprise Group 13 Soils, as listed in Appendix A of the DEP Technical
Manual for Sewage Enforcement Officers (as amended or replaced from
time to time by DEP).[1]
The incremental depth in a stormwater management structure
provided as a safety factor of design, above that required to convey
the design runoff event.
Systems and practices that use or mimic natural processes
to infiltrate, evapotranspirate or reuse stormwater on the side where
it is generated.
[Added 3-15-2023 by Ord. No. 4262]
Any area from which water penetrates and subsequently passes
into the groundwater supply.
A surface that prevents the infiltration of water into the
ground. Impervious surfaces shall include, but are not limited to,
roofs, additional indoor living spaces, patios, garages, storage sheds
and similar structures; and any new streets or sidewalks.
[Amended 2-26-2020 by Ord. No. 4184; 3-15-2023 by Ord. No. 4262]
A structure designed to infiltrate stormwater in whole or
in part (for example, a French drain, infiltration basin, seepage
pit or seepage trench).
Any of the following activities:
The improvement of a lot, or two or more contiguous
lots, tracts or parcels of land for any purpose involving:
A group of two or more residential or nonresidential
buildings, whether proposed initially or cumulatively, or a single
nonresidential building on a lot or lots regardless of the number
of occupants or tenure.
The division or allocation of land or space,
whether initially or cumulatively, between or among two or more existing
or prospective occupants by means of, or for the purpose of, streets,
common areas, leaseholds, condominiums, building groups or other features.
A subdivision of land.
Any lot improvements regulated under the Municipal
Zoning Regulations.[2]
Any activity involving grading, tilling, digging or filling
of ground or disturbing the existing vegetative cover or any other
activity that causes an alteration to the natural condition of the
land.
The area comprised of the Gully Run, Mill Creek, Rock Run
and Arrowmink Creeks and adjacent direct discharge areas.
Any stream segment or other conveyance in the Lower Merion
Drainage Area used as a reach in the hydrologic model.
A post-construction stormwater management strategy that comprises
the collection, management, and filtration of captured runoff from
the contributing drainage area through a BMP that is preferably vegetated
and includes a release of a portion of the captured runoff through
an underdrain within the BMP.
[Added 3-15-2023 by Ord. No. 4262]
A method for calculating the velocity of flow (e.g., feet
per second) and flow rate (e.g., cubic feet per second) in open channels
based on channel shape, roughness, depth of flow and slope. Open channels
may include closed conduits so long as the flow is not under pressure.
The ground surface in its original state before any earthmoving,
filling or stripping.
All areas of the Township not specifically identified in
the subwatershed map.
The Natural Resource Conservation Service, formerly the Soil
Conservation Service, United States Department of Agriculture.
A drainage element in which stormwater is conveyed with an
open surface. Open channels include natural and constructed drainageways,
swales, streams, ditches, canals and pipe flowing partly full.
The continuing or recurring removal of material from below
the ground surface by open excavation.
The maximum rate at which stormwater discharges or leaves
a site. Peak discharge shall be measured in cubic feet per second.
The computer based hydrologic modeling technique for the
Lower Merion Draining Area. The model has been calibrated, or adjusted,
to reflect the actual flow values by adjusting certain model input
parameters.
Any individual, corporation, partnership, joint venture,
agency, unincorporated association, municipal corporation or agency
within the Commonwealth of Pennsylvania, or any combination thereof.
A culvert, closed conduit or similar structure (including
appurtenances) that conveys stormwater.
A method of peak runoff calculation using a standardized
runoff coefficient, acreage and rainfall intensity determined by the
return period of the storm event and by the time necessary for the
entire tract to contribute runoff. The formula is Q=CiA, where Q is
the calculated peak flow rate in cubic feet per second, C is the runoff
coefficient, i is the rainfall intensity in inches per hour and A
is the area of the tract in acres.
Any of the natural or constructed runoff conveyance channels
used for modeling purposes to connect the subareas and transport flows
downstream.
Action(s) or proposed action(s) which affect the management of stormwater runoff and which are governed by this chapter as specified in § 121-2C.
Proposed impervious surface as part of a current proposed
activity and all existing impervious surfaces installed after November
17, 1999, as part of a previous activity.
[Added 3-15-2023 by Ord. No. 4262]
The percentage of the predevelopment peak rate of runoff
for a development site to which the post development peak rate of
runoff must be controlled to protect areas downstream.
An impoundment in which stormwater is stored and not released
during the storm event. Stored water may be released from the basin
at some time after the end of the storm.
The average interval in years within which a storm event
of a given magnitude can be expected to recur. For example, the twenty-five-year
return period rainfall would be expected to recur on average once
every 25 years.
A permanent area of trees and shrubs located adjacent to
streams, lakes, ponds, and wetlands.
[Added 3-15-2023 by Ord. No. 4262]
That part of precipitation which flows over the land.
The Soil Conservation Service, United States Department of
Agriculture (now NRCS).
Earth and rock in suspension in water or settled out of water
as a deposit on land or beds of bodies of water.
The process by which mineral or organic matter is accumulated
or deposited by the movement of water.
A barrier, dam or detention basin located and designed to
retain rock, sand, gravel, silt, soil or other material transported
by water.
Any device which directs stormwater for infiltration into
the ground.
Any lot or parcel of land or combination of contiguous lots
or parcels of land under one ownership where earthmoving, filling
or stripping is, was or will be performed.
All earth material of whatever origin that overlies bedrock.
A method of runoff calculation developed by SCS which relates
soil type and land use/cover to a runoff parameter called a Curve
Number (CN).
A reservoir routing procedure based on solution of the continuity
equation (inflow minus outflow equals the change in storage) with
outflow defined as a function of storage volume and depth.
Areas identified by the municipalities within the Lower Merion
Drainage Area which lack adequate stormwater collection or conveyance
facilities resulting in a hazard to persons or property.
A system of pipes or other conduits which carries stormwater
but does not convey domestic sewage or industrial wastes.
Drainage runoff from the surface of the land resulting from
precipitation or snow or ice melt.
Physical features used to effectively control, minimize,
and treat stormwater runoff. Also may be referred to as "stormwater
management practice (SMP)." [See "best management practice (BMP)."]
[Added 3-15-2023 by Ord. No. 4262]
The set of actions taken to control water in its hydrological
cycle with the objective of providing surface drainage, flood control,
erosion and sedimentation control and reducing pollutants in stormwater
runoff.
Any structure, natural or man-made, that, due to its condition,
design, or construction, conveys, stores, or otherwise affects stormwater
runoff quality, rate, or quantity, including best management practices
and stormwater control measures. Typical stormwater management facilities
include, but are not limited to, detention and retention basins, open
channels, storm sewers, pipes, and infiltration structures.
[Added 3-15-2023 by Ord. No. 4262]
A watercourse.
A bridge, culvert or other structure in excess of 100 feet
in length upstream to downstream which encloses a regulated water
of the commonwealth.
The removal of vegetation, including trees, and/or topsoil.
Stripping shall not include, or be deemed to include, the normal process
of gardening or property maintenance.
The smallest unit of the watershed breakdown, used for the
hydrologic modeling, and for which runoff control criteria have been
established in the Stormwater Management Plan.
The division or redivision of a lot, tract or parcel of land
by any means into two or more lots, tracts, parcels, or other divisions
of land, including changes in existing lot lines for the purpose,
whether immediate or future, of lease, transfer of ownership or building
or lot development.
A low-lying stretch of land which gathers or carries stormwater
runoff.
The Soil Conservation Service design storm for this area,
based on typical rainfall patterns.
Any natural or artificial swale, stream, channel, drain or
culvert in which waters flow continuously or intermittently.
Areas that are inundated or saturated by surface water or
groundwater at a frequency and duration sufficient to support, and
that under normal circumstances do support, a prevalence of vegetation
typically adapted for life in saturated soil conditions, including
swamps, marshes, bogs, and similar areas.
[Amended 3-15-2023 by Ord. No. 4262]