Difference between revisions of "LID opportunities in park lands"

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'''<h3>LID opportunities in parks</h3>'''
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#REDIRECT [[LID opportunities on public land]]
Parks range from simple parcels of municipal property to
 
complex outdoor recreational facilities that include parking,
 
sidewalks, trails, sports fields, field houses, operations
 
facilities, and washrooms. Each distinct area of your site can
 
be a source for runoff (referred to as a ‘source area’). These
 
areas should be targeted when introducing LID in your park.
 
 
 
'''<h4>Targeting hard surfaces</h4>'''
 
Hard surfaces like parking lots and internal driveways are the
 
most obvious areas to target for both stormwater quality and
 
water balance improvements. These features produce more
 
runoff than any other area on your site. Water quality of runoff
 
from parking lots and driveways is typically more polluted
 
than other source areas. Common water quality concerns
 
include sand and salt from winter de-icing operations, and
 
hydrocarbons (gasoline) and metals from vehicle breakdowns
 
Runoff from vegetated areas of parks will be relatively
 
clean and more closely match the natural water balance.
 
On municipal park properties, hard surfaces are usually
 
located adjacent to pervious areas such as lawns, gardens or naturalized areas. [[File:Example.jpg|thumb|upright=0.6|The bioretention area installed at O’Connor Park
 
in Mississauga is part of a stormwater management system
 
that treats parking lot runoff prior to discharging to a local
 
wetland. (Source: CVC)]]
 
This makes an ideal location for a LID
 
retrofit. Where grading allows, you can construct bioswales
 
and bioretention areas in these green areas to pre-treat water
 
prior to infiltration.
 
 
 
You can also design parking surfaces and internal roadways
 
as infiltration systems using permeable pavement. This retrofit
 
strategy can be combined with other LID practices.
 
A pedestrian pathway paved with permeable pavement
 
is another LID option for your park. They will reduce runoff
 
volumes and encourage on-site infiltration. Pervious pipes
 
are a viable option on many parks sites as well. They can be
 
an alternative to conventional conveyance systems such as
 
storm sewers. They encourage infiltration from hard surfaces
 
and can be used to convey water to other LID features.
 
 
 
'''<h4>Accepting drainage from off-site areas</h4>'''
 
Does municipally owned land drain into your retrofit site? If
 
so, this is an opportunity to provide stormwater controls for
 
these areas.
 
Roads are the most common source of runoff from external
 
properties into parks. Treating municipal road runoff in a park
 
requires planning input from municipal roads department
 
staff. For these projects, the team must understand how all
 
roads activities, including winter maintenance and potential
 
roadwork, will affect the operation of LID practices in the park.
 
 
 
'''<h3>Inter-municipal transfer of funds</h3>'''
 
Integrating LID practices into the municipal stormwater
 
management framework may change how municipal funds are
 
managed. Traditional stormwater management maintenance
 
resources and funds may have to be transferred to
 
[[File:Example1.jpg|thumb|upright=0.6|Urban parkettes may look small, but they have
 
the potential to treat a large surface area of road. Typical ratios
 
of impervious drainage area to bioretention range from 5:1 to
 
15:1. (Source: CVC)]]
 
a more landscape-based stormwater management maintenance
 
program. Instead of infrequent but expensive stormwater
 
management pond sediment removal operations, time and
 
resources will be spent on more frequent but inexpensive
 
maintenance projects including pruning and weeding
 
bioretention practices or sweeping permeable pavement.
 
Municipalities generally have the required staff and
 
infrastructure within departments (e.g. arborist and
 
horticulturalists in parks departments) to manage the
 
maintenance of LID measures; however, funding this
 
maintenance may require a transfer of funding and additional
 
training.
 

Latest revision as of 18:16, 15 March 2019