The Next Step: Using LID to Mimic Natural · Mississauga Road Project 1 and 2 LID - Goals and...
Transcript of The Next Step: Using LID to Mimic Natural · Mississauga Road Project 1 and 2 LID - Goals and...
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The Next Step: Using LID to Mimic Natural Systems with Arterial Road Drainage
a presentation to TRIECA , Day 1 @ 11:30 AM
Implementing LID on a Watershed Basis and Making a Difference
March 22, 2017
John Nemeth, CET Infrastructure Programming and Studies
Transportation Division, Public Works
connecting
the
drops
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New Directions
The watershed includes
all roads within a system.
Green Infrastructure
• New SWM Design
Criteria project
• Pilot Projects
• Education and Training
• Permits and Approvals
• Conferences/Seminars
• National Benchmarking
• Water Resources Paper
(Official Plan)
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Municipal Interest : Common Issues
Planning and Land Development
Environmental Assessments
Capital Programs
Operations and Maintenance
Stormwater is considered within 4 distinct areas of municipal interest…….
• delivery of municipal engineering projects, e.g. roads, erosion, facility design, etc.
• stormwater drainage report provides direction in detailed design
• master environmental servicing plans • Plans of Subdivision and Site Plans
• operating procedures and monitoring • repair and replacement
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"Implementing “LID ”
• Foster the relationship between Low
impact Development (LID) (and
Thermal Mitigation) in municipal
processes.
• Understand and Coordinate the
“Permit Process”
• Understand the connection between
• Master Planning and Design and
Construction
• EA Process and Detailed Design
• Undertake Monitoring
To Make it
“Work” we
must;
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STEP 1. Building the Project Team
STEP 2. Site Evaluation and Field Reconnaissance
STEP 3. Screening the LID options
STEP 4. Preliminary Design
STEP 5. Detailed Design
STEP 6. Approvals
STEP 7. Tender and Contract
STEP 8. Construction Supervision and Administration
STEP 9. Assumption and Verification
STEP 10. Lifecycle Activities
Peel - LID Process Report
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Hydrologic A and B Soils (high perm. soils)
90th %
Runoff Vol
Volume
Retention
(Infiltration)
On-site
Actions
Pre-
development
Water
Balance
volume
Remaining
90% runoff
volume
Volume
Retention
(Infiltration)
Recharge
shallow and/or
deep
groundwater
Recharge
shallow and/or
deep
groundwater
Example
Source : MOECC
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Example
90th %
Runoff
Vol
Combination
Pre-development
Water Balance
volume
Recharge
shallow
and/or deep
groundwater
Volume
Retention
(Infiltration)
On-site
Actions
Remaining
90% runoff
volume
Retention
a) Infiltrate
b) Re-use
c) Evapotranspiration
Volume Capture &
Release
d) Filtration using
LIDs
a) Recharge shallow and/or
deep groundwater
b) Re-use for internal or
external uses
c) Return to the atmosphere
d) Filter using LIDs with
appropriate filter media” per
the LID Stormwater Planning
and Design Guide (as
amended from time to time)
Release treated
runoff to
appropriate
receiver
Volume Detention
& Release
e) Filtration
f) Detention
g) Mechanical
Treatment
Priority 1
Priority 2
Priority 3
e) Filter using manufactured
verified product
f) Detain and treat through
sedimentation (i.e. wet pond,
wetland or subsurface
detention systems)
g) Treat using mechanical
and/or other (i.e.
hydrodynamic separator)
Release treated
runoff to
appropriate
receiver
Hydrologic C and D Soils (low perm. soils)
Source : MOECC
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Project List (Examples)
• Dixie Road – Hydromedia Pilot
• Mississauga Road Project 1
• Mississauga Road Project 2
• Queen Street
• Belfountain Bridge
• Mayfield Road
• SWM Facility
– Bovaird and Gillingham
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Hydromedia Pilot
• Dixie Road, south of Balmoral
• 800m long x 2 m wide
= Total 1600 m2
• Mimics the natural hydrology
of the local area
• Separated into Bays Retention
– Infiltration system
• Thermal Impact eliminated
• Final Report June 2017
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Hydromedia Hydromedia Hydromedia
Storage Minor System
27 mm
Inter-event Infiltration
Catchbasin Catchbasin Catchbasin
Overf
low
Overf
low
Overf
low
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Mississauga Road Project 1 and 2 LID - Goals and Objectives Mitigation of thermal impacts – Retention and Filtration
Overall improvements to the health of the Credit River Watershed
Compliance with the Peel Climate Change Strategy Background Report (June 2011), specifically Section 3.4 which calls for the redesign and retrofit water collection and conveyance infrastructure and systems to reduce vulnerabilities due to climate change, as well as implement runoff reduction practices such as source and conveyance controls.
1. Aesthetics & Maintenance - The median landscape must meet a high aesthetic standard while
requiring minimal to no long term irrigation and maintenance. Irrigation with potable region of
Peel water is not an option.
2. Water Conservation - Uses stormwater to the greatest extent possible to sustain the vegetation in
the median (i.e.. underground storage tanks with pumps or gravity fed irrigation).
3. Water Quality - Provide level 1 treatment or better (80% removal of TSS). Assume a water
quality volume of 25 mm. Mitigate impacts to Red Side Dace including temperature mitigation.
4. Water Balance/Erosion - Maintain pre-development to post-development water balance to the
greatest extent possible. Infiltrate or reuse a minimum of 5 mm.
5. Flooding - Match pre-development to post-development peak flows to the greatest extent possible.
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Mississauga Road Project 1 Existing Conditions: Centre Island Filter Fabric and Mulch
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Mississauga Road Project 1 Existing Conditions: Existing Storm Sewer System
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PLAN VIEW
PROFILE
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Mississauga Road Project 1 Artists Rendition of Proposed LID
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Mississauga Road Project 2
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Queen Street – Infiltration
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Belfountain Construction Activities:
• Road excavation
• Removal/reconstruction of concrete headwalls (over water)
• Installation of new steel railing system in a similar heritage style to other bridges in the area
• Reinstate the road (granular fill and asphalt)
• Remove and replace the steel beam guiderail at the bridge approaches
• Slope stabilization adjacent to bridge abutments and enhancements to Jefferson Salamander habitat
• Use of Low Impact Development (LID) techniques –
• Mitigation of Thermal Impacts
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Mayfield Road – Sewerless Roadway
• Provide underground capacity for full minor system
• Stone trench sized with voids = volume of minor system
• Infiltrate the minor system
• Water retained in trench until it infiltrates
• Native soil type not a major concern
• No outflow until a major system event or back to back minor system events
• Major System flows in chamber space
• Sediment removal made easy
• System can be flushed
• Catchbasin inserts e.g. CB Shields
Principles
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Mayfield Road – Sewerless Roadway
• Infiltrates minor system
•no formal connection to receiving watercourse
•ONLY ECA permit, No Permits required (CA,MNRF, etc.)
•Thermal Mitigation achieved
•Base flow through groundwater system to watercourse
•Fisheries protection
•Erosion protection is enhanced
•No sedimentation at outfall
•Requires less maintenance
•Mimics the natural hydrology
Benefits
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Mayfield Road – Sewerless Roadway
Conceptual design
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Mayfield Road – Sewerless Roadway
Conceptual design
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Mayfield Road – Chamber system
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Mayfield Road – Chambers
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Bovaird and Gillingham SWM Facility
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Thoughts to Consider • Good Planning = Good LID Projects
• LID promotes Thermal Mitigation
• Permits
• LID mimics the natural area hydrology
• Operations and Maintenance – Operating vs Capital Expenses
– Less effort with standard resources
• Monitoring is required to learn
Discharge Thermal Impacts
Permits
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Low Impact Development in Action
John Nemeth, C.E.T
Infrastructure Programming & Studies
Public Works – Transportation
Region of Peel
(905) 791-7800 extension 4631
Thank you !