Rathburn-Ponytrail Integrated Road Project: Department
Responses
1.
Traffic signals at
Rockwood Rd. and Rathburn Rd.
Action Plan: Staff
in Traffic Signals to further review all intersection
lights and test both Rockwood Road and Rathburn Road left turning signals.
Traffic Signals staff
response: As a further
update, on March 28th, the city’s maintenance contractor was
dispatched to the intersection of Rathburn Road @ Rockwood, to check the
vehicle detection equipment, timings and pedestrian push buttons. After
observing several signal cycles, the maintenance contractor confirmed that the
intersection was working properly.
2.
MiWay
Stop at Rathburn Rd. and Ponytrail Dr.
Action Plan: MiWay
staff, in collaboration with Traffic Operations, to review the rationale for
the location of the bus stop and traffic flow in the area.
MiWay staff response in collaboration with Traffic Operations staff: MiWay’s
Infrastructure Planning team are in receipt of the concerns raised by residents
regarding the relocation of the transit stop at the Rathburn Road East and
Ponytrail Drive intersection (Stop #1535).
As part of the Integrated Road Project, existing MiWay infrastructure
along the impacted corridor were reviewed and transit stop improvements were
identified. Recommendations for such improvements were
based on bus stop guidelines and standards, as well as taking into
consideration other such factors as ridership, key destinations, and safety of
customers and transit operators.
Previously, stop
#1535 was located Rathburn Road E, 90m east of Capilano Crt in a midblock
position and along a curved segment of Rathburn Rd. As part of the Integrated
Road Project, the opportunity arose to improve the stop location by relocating
the stop 100m to the east. The
relocation was completed for the following reasons:
The new
location was moved to the nearest controlled pedestrian crossing, as a new
set of traffic signals were constructed as part of the project. This
improves customer safety by facilitating safe pedestrian crossings at
signalized intersections.
The new
location is along a straight portion of Rathburn Rd, allowing buses to
stop parallel to the curb. This will provide safety for customers as they
board and alight the bus by reducing the gap between the bus and the
boulevard.
It was
determined that the stop is to be located west of the Rathburn Road E and
Ponytrail drive intersection to maintain similar transit service to
customers who were using the stop at the previous location.
MiWay is in
receipt of concerns raised regarding traffic disruptions caused by buses
servicing the new stop location. These concerns have been forwarded to the
City’s Traffic Operations team for their review. From Traffic Operations
perspective, all bus stops may disrupt traffic flow leading to temporary
bottlenecks and delays for other vehicles especially during peak hours. Traffic
Operations conducted site observations during peak periods to determine whether
this bus stop location is a major contributor to traffic congestions. Between
3:30 p.m. and 5:30 p.m., 5 buses stopped at the location and the recorded times
buses spent at the stop were between 12 and 41 seconds. Neither the
frequency of stops nor dwell times at the bus stop was observed having impacts
on traffic flow. Based on these observations, the bus stop location does
not cause nor contribute to traffic congestions.
3.
Truck
Access (driveway at the Longo’s plaza):
Action Plan: Capital
Works to obtain confirmation with the property management company at Kingsbury
Plaza whether an exception has been made for heavy trucks to use the driveway
and whether accommodations need to be made.
Capital
Works staff response: Capital
Works staff discussed the matter with the Kingsbury Plaza property management
company. The city contractor, Pacific
Paving, will be modifying the driveway to accommodate large trucks exiting the
Longos, provided that turn restrictions within the
municipal right-of-way are obeyed. The property management company is aware and
satisfied with this plan of action.
4.
Restoration
Plantings:
Action Plan: Forestry
staff to confirm the number and type of trees that will be planted within the
project area.
Forestry
staff response: Staff
will soon be marking tree planting locations along Rathburn Rd/Ponytrail Drive
as we near the commencement of the tree planting season. Last year in the Fall,
staff did a preliminary walkthrough of the site and noted approximately 135
trees to be planted. There will be a variety of tree species planted to
enhance diversity. Among the variety of species, the faster growing types may
include: Northern Catalpa, Kentucky Coffee Tree (both Espresso and Skinny Latte
cultivars), Elm (both Patriot and Valley Forge cultivars), Shademaster Honey
Locust, Swamp White Oak and Hardy Rubber Tree. Once staff have completed
marking Rathburn Rd/Ponytrail Drive, I will provide an update confirming the
total quantity of trees and species selected. Please know the 135 trees is an
approximate count. This total can change depending on utility conflicts or
other site obstructions that may have not been visible at the time of the
walkthrough.
5.
Garbage
truck movement within the project area:
Action Plan: Capital
Works staff to follow up with the Region of Peel on any concerns with the waste
collection services in the project area.
Capital
Works response: Capital
Works has confirmed with the Region of Peel waste management department that
there are no issues with garbage trucks driving within the project area.
Capital Works has sent a follow up email and asked the Region to inform us of
any future concerns brought up by waste management staff.
6. Traffic flow on Tapestry Trail:
Action Plan: Traffic
Operations staff to review illegal left turns onto Tapestry Trail.
Traffic Operations staff response: In response to a concern regarding “No Left Turn” violations at the
intersection of Rathburn Road East and Tapestry Trail, the Transportation and
Works Department provides the following information.
Observations
during the morning and afternoon peak periods were completed by staff to
determine the level of compliance. The results revealed no left turn
violations in the morning and only three (3) recorded in the afternoon.
Staff
also completed the evaluation of existing signage and pavement markings to
ensure proper visibility, free of any obstructions, properly displayed and in
good condition and found these to be adequate.
Furthermore,
a review of the collision history at the subject intersection did not reveal
any reported collisions within the past five years.
Staff realize that
instances of sporadic violations of turn prohibition do occur and encourage all
City of Mississauga residents to file an online driving complaint report of
such behaviors via the Peel Regional Police internet website www.peelpolice.ca using this link https://bit.ly/31NghiE. This will
enhance their response service and time to all complaints in our region.
Peel Regional Police are hoping that this will also foster a stronger
relationship with community members.
7.
Bioswales:
Action Plan: Stormwater
Assets staff to provide more information regarding the bioswales including a
rationale for their size and function, as well as the City
Inspection/Maintenance Program.
Stormwater
Assets and Programming staff response:
Stormwater
Design Criteria
The City of Mississauga Development Manual outlines the stormwater
management (SWM) criteria and storm sewer design requirements. The Toronto and
Region Conservation Authority (TRCA) document (August 2012) also includes SWM
criteria that developments must adhere to within the TRCA regulated areas. This
site is within the Etobicoke Creek sub-watershed area, which has specific
design criteria further described below.
Water Quantity Control Requirements
Post development peak runoff flows are required to be controlled to
pre-development conditions for all design storms events (i.e. 2-year to
100-year storm events). This ensures that new developments do not
increase the risk of flooding.
Water Quality Control Requirements
This stormwater management criterion stipulates that all watercourses
and waterbodies within TRCA’s jurisdiction are classified as requiring an
“Enhanced” level of protection (Level 1). Level 1 water quality protection
requires the removal of 80% Total Suspended Solids (TSS) from stormwater before
discharging to a watercourse. To minimize thermal impacts, preventative
measures (e.g. LID practices such as bioretention cells) and mitigation
measures should be implemented.
Runoff Volume Reduction
Stormwater runoff from developed sites impacts streams and watercourses
by introducing erosive forces during frequent storms. The first 5 mm of
runoff is required to be retained on-site and managed by way of infiltration,
evapotranspiration, or re-use.
Implementation
Stormwater quantity control, quality control, and runoff volume
reduction are required to control the increase in stormwater runoff from a
development site.
The impervious (paved) area for a portion of the Rathburn-Ponytrail
Integrated Roads Project has been increased to facilitate roadway and active
transportation improvements. Therefore, stormwater infrastructure is required
to provide quality control, quantity control and runoff volume reduction.
The Rathburn Road East drainage system has been configured with a series
of LID Bioswales, specified in accordance with the TRCA / CVC Low Impact
Development SWM Planning and Design Guidelines to provide 80% TSS removal.
The materials and dimensions (length, width, and depth) of the Bioswales
were designed to treat the volume of stormwater runoff generated from the site,
to meet the design criteria.
In Summary
Regulatory authorities require that post development peak flows
match pre-development peak flows (so that there is no increase in
stormwater runoff);
Stormwater quantity and quality controls were required for the
project;
The LID Bioswales were designed for this project to meet the
minimum requirements;
LID Bioswales are an accepted best management practice to provide
the required stormwater controls;
Surface access to the LID Bioswales permits City staff and
contractors to inspect, test and maintain the infrastructure.
Inspection and Maintenance:
The City will take responsibility for the ongoing inspection and
maintenance of these LID bioswales. Stormwater LIDs are inspected
annually (at a minimum) by City Stormwater staff to document their condition
and identify any deficiencies. The City Forestry group also assists with
removing weeds, trash/ debris removal and re-seeding/ re-planting. If
other deficiencies are identified during the inspections, these can generally
be addressed by the City’s Works Operations and Maintenance groups.
Additional
information on the Bioswales:
Background/
Evolution of Stormwater Management Criteria:
Traditional stormwater
management (SWM) in Ontario for pre-1990’s development used catchbasins and
underground pipes to collect stormwater from paved areas and discharge it
directly to nearby watercourses or waterbodies. These designs function
well for draining hard surfaces, such as roadways and parking lots. However,
they also created several problems, including:
Risk of downstream flooding - as stormwater runs off paved surfaces
more quickly and is discharged into creeks and rivers;
Watercourse erosion - as the increased flows can damage existing
channel beds and banks;
Pollution in waterbodies - as flowing stormwater collects oils and
debris from roadways and discharges it directly into watercourses, which
drain to Lake Ontario;
Reduced groundwater recharge - as stormwater that falls on paved
surfaces is unable to infiltrate into the soil;
In the 1990’s/2000’s,
the Ontario Ministry of the Environment (MOE/ MECP) published design guidance
to address the problems described above. In addition, Conservation
Authorities developed various flood control criteria. Municipalities are
required to uphold these various legislated criteria for regulating new
development and when designing municipal projects.
Stormwater management
ponds are frequently used for new residential developments to capture
stormwater runoff, provide flood control and reduce pollution before
discharging to a local watercourse or waterbody. However, for road
retrofit projects or re-developments with space constraints, it is often not
feasible to construct large stormwater ponds to meet modern SWM design
criteria.
In recent years, Low
Impact Development (LID) infrastructure has become common as a best management
practice in Ontario, to meet the required SWM design criteria. These are
often installed within the road right-of-way. Engineered Bioswales are a
type of this LID infrastructure and are designed and sized to capture specific
runoff volumes from the development or retrofit area. Bioswales can help
control stormwater runoff for quantity (flood) control, provide water quality
(pollution) control, runoff volume reduction (to mitigate creek erosion) and
promote groundwater infiltration.
Bioswale Sizing for
Rathburn Road:
When the City designs
a roadway, such as an Integrated Roads Project, the condition and capacity of
the stormwater system is evaluated. This section of Rathburn Road was
constructed in the 1970’s, prior to modern stormwater controls, and so the
project is required to comply with modern SWM design criteria. The consulting
engineer for the Rathburn-Ponytrail Integrated Roads project designed the LID
Bioswales to manage stormwater runoff for the project -
primarily the road surface and other paved areas - and comply with SWM design criteria.
Bioswale Plantings:
The current Bioswale
design is to be left unvegetated in the middle with mulch/woodchips. It
is possible to incorporate plantings into the existing Bioswale that can
survive the drought/salt conditions expected at the roadside. Planting
grass-sod is also an option. At this time, adding new plantings or sod to
the Bioswales will impact the contractor’s two-year warranty and so City staff
recommend leaving the Bioswales unvegetated (i.e. mulch/ woodchips).
However, after the warranty period is complete and the Bioswales have been
fully assumed by the City, appropriate plantings can be further
considered. Whether the plantings can be flowering/ colourful will depend
on the appropriate species for the site conditions.