DOES ALL FLOODING COME FROM A RIVER? - Flooding is a shared responsibility between di erent agencies and individuals.
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DOES ALL FLOODING COME FROM A RIVER? Flooding is a shared responsibility between different agencies and individuals. Riverine flooding occurs when rivers and streams overflow into surrounding areas. Conservation Authorities, like Toronto and Region Conservation Authority (TRCA), work to reduce riverine flood risks. Urban flooding is street and basement flooding and flooding of other low-lying areas due to the overflow of local drainage systems. These infrastructure systems are municipal assets. TRCA has mapped the area of risk for riverine flooding which is called the floodplain. Within the floodplain, there are some areas that were developed before land-use planning practices kept people away from the risks. These areas, where there are many buildings inside the floodplain, are called Flood Vulnerable Clusters, or FVCs. These FVCs include Special Policy Areas (SPAs), as well as historical flood damage centres.
FLOODING CAN HAPPEN AT ANY TIME OF YEAR Summer Thunderstorms – With a large amount of rain in a short period of time, intense, localized downpours from thunderstorms can produce flash flooding. Fall Seasonal weather systems – Large wet weather systems, such as tropical storms and hurricane remnants, can last several days. Prolonged and heavy precipitation on top of already saturated soils can cause rivers to rise. Winter Ice jams – When temperatures and/or water levels rise, river ice breaks into large chunks. These chunks can become jammed at bridges or other obstructions. Rivers can become backed up and can overflow their banks. Spring Spring freshet – Accumulation of snow during the winter season can lead to flooding during the early spring if conditions are right. When temperatures rise, snow melts and turns to runoff.
UNDERSTANDING FLOOD RISK IN BOLTON As a community that was historically developed around river-based mill industries, well before the advent of land use management practices to reduce flood risk, the majority of downtown Bolton is within the floodplain of the Humber River. The community is susceptible to flooding during heavy rainfall events, the spring freshet, and as most recently experienced, from ice jams. TRCA identifies Flood Vulnerable Clusters as an area within the floodplain that has a high concentration of buildings and roads that could be impacted by riverine flooding. Bolton is ranked among the top 10 Flood Vulnerable Clusters within TRCA’s jurisdiction. The cluster is in the village of Bolton in the vicinity of Highway 50 and King Street, within the Town of Caledon. It is a designated Special Policy Area. While the Bolton berm and channel have served to provide functional flood protection for most rainfall events, flooding occurred in 2019 due to an ice jam in this area. Historical and recent ice jams have occurred in Bolton, in the river reaches of Hickman Street (west of Queen Street), King Street and Old King Road, and Sneath Road, downstream to Albion-Vaughan Road.
FLOOD PROTECTION IN DOWNTOWN BOLTON KE 2009 Ortho-photography O D RD CRESTWO NT LITTLE CRT BR Bolton Berm: How FO W RD ID RE GE Toronto and Region Conservation Authority Special Policy Area ST CR GLASGO CR BOLTON - Existing Flood Mitigation Structures and TRCA Property T T flood infrastructure in SHE RI N HICKM the area works CRT AN ST QU EEN S T N In the early 1980s, TRCA constructed a network of berms and a flood control HUMBERLEA R channel in downtown Bolton from Highway DIVERSION CHANNEL 50 to King Road. Berms were built along the MI LL south bank of the river to prevent floodwater ST DROP STRUCTURE BERM D from entering the Bolton core. A flood control WEIR CHAPEL ST STER NE S T channel was constructed downstream of REPLACEMENT BRIDGE ELM S TEMPERANCE ST Humber Lea Road to bypass the oxbow BERM T ANN ST section of river. A culvert was placed under King Road, which releases a maximum flow of 10m3/ second into the oxbow section KING ST E LOW FLOW CRIB WALL DAVID ST CULVERT of the river. KING S T W OL NEW BRIDGE When high flows are present, most of the JOHN ST D K IN water runs through the flood control channel. GR JAMES ST W ST NAN WILLO QUEEN ST S D This configuration maximizes the capacity CY S of the river and reduces the risk of flooding Flood Control Structures T for the homes around the oxbow. Berm Drop Structure Bridge TRCA Property LOUISA S T ALBERT ST Crib Wall Weir Low Flow Culvert Diversion Channel ST A B ETH Z ELI Mar 2013
WAY B IA O L UM C CA LE BOLTON CORE DO NK ING FLOOD RISK MAP TO WN LIN ES OU TH D G ROA River flooding occurs when a body of water exceeds its KIN capacity. A river can only carry so much water within its banks and it will fill up until it overflows, typically due to heavy rainfall. Flooding can cause property damage and pose T a threat to safety, but the degree of risk varies depending on E A S the location within the floodplain. T E RE ST NG • The greatest risk is to areas directly adjacent to the river. Q AL KI U EE D BI N A Because the watersheds are small, short, and full of hard O ON ST R RE I NG V landscape, rainfall will make water levels rise very quickly. ET D K AU OL N U GH Most watercourses in the GTA rise so quickly that sand- N N N OR VI NRA LL bagging is typically not an effective protection measure. TH E R OAD O AD • Properties near the outskirts of the flood plain boundary are less likely to see riverine flooding than the lower lying ones close to the river. • Many crossings and culverts don’t have the capacity to pass Flood Extents Flood Vulnerable Areas flows from a flooded river – water can back-up and pool More likely 2-year storm - 50% Institutional to occur in a behind these structures. given year 5-year storm - 20% Residential Commerical/industrial • Engineers use statistical models of different rainfall amounts Q 10-year storm - 10% Flood cluster boundary T U ES EE 25-year storm - 5% Flood-vulnerable roads and durations, and simulate what flooding from those storms W N ET Non-real time stream gauge ST 50-year storm - 2% would look like through computer models. RE R T Real time stream gauge ST EE SO 100-year storm - 1% G Very low UT Precipitation gauges N likelihood to KI H occur in a given year Regional storm < 1% Watercourse Flow direction City of Brampton, City of Toronto, Region of Peel, York Region, Province of Ontario, Ontario MNR, Esri Canada, Esri, HERE, Garmin, INCREMENT P, Intermap, USGS, METI/NASA, EPA, USDA, AAFC, NRCa
WHO SHOULD I CONTACT DURING A FLOOD IN BOLTON? • If you are in danger or there is a threat to life and safety, call 911 immediately. • If you see any potential damage to your property, call your insurance representative as soon as possible. • For power outages or to report downed wires, call Hydro One at 1-800-434-1235. • If water rises above your electrical outlets, baseboard heaters, or furnace, or is near the electrical panel, call Hydro One to have your power disconnected. • To report localized flooding on municipal roads, blocked catch basins, or municipal infrastructure, contact the Town of Caledon: info@caledon.ca, 905-584-2272 Ext. 7750. • For after-hours emergencies such as downed trees on roads or flooding, call the Region of Peel at 1-800-563-7881. • To report river flooding, leave a voicemail on the TRCA floodline at 416-661-6514. A flood duty officer will return your call.
BOLTON SPA - HISTORY OF FLOODING W CRE S DALE ST RD BIRCHV IE W GLAS GO The Bolton SPA was established in the historic Toronto and Region Conservation Authority Special Policy Area CE NT downtown area of Bolton to permit a limited BOLTON - Regional Flood Lines (Various Modelling Years) EN NIA W DR scope of development and redevelopment, BIRCHLAWN RD KINGSV IE LD R maintain the vibrancy of the community, and address the significant social and economic DR KE FO EY OD RD hardships to the community, while recognizing NT CRESTWO RE AL L BR HUMBERLEA RD ST ID and managing the potential additional flood GE CR SH E CR T QUEEN ST N risks, if no new development was permitted. T R IN HICKMAN ST CRT VA LLE In 2012, the Town of Caledon and TRCA UN DRY Y HE ST V IE W initiated the Bolton Special Policy Area S PD SACKVILLE ST CRT R Update. New flood lines were created using HILLTOP CRT modernized tools that included precision MI LL mapping, new hydrologic data, and state-of- S T CHAPEL ST the-art hydraulic modeling software. STER NE S T ELM S T TEMPERANCE ST ANN ST DALTON ST KING S T E DAVID ST This figure illustrates the historical delineation of the flood KING ST W JOHN ST plain flood mapping (2013) and the existing SPA boundaries. Generally, the extent of the flood line has not changed NAN W ST WIL LO substantially but it has been refined based on the more Flood Line (1979) SPA Boundary (Existing) CY S JAN E ST detailed topographical mapping and updated hydrologic JAMES ST T Flood Line (2003/04) CONNAUGHT CRES and hydraulic modelling of open water conditions. LOUIS A S T ALBERT ST Flood Line (2013) QUEEN ST S Ice jamming is not the basis for floodline mapping, but ice OLD KING RD jams may contribute to the extent of flood inundated areas. AB E TH S T The updated floodlines and SPA area were communicated ELI Z NE to the public via a public open house on April 2, 2013, July 8, CHERRY LA VICTORIA ST 2013, and March 10, 2015. Mar 2013 2009 Ortho-photography
WHAT IS AN ICE JAM? Long cold spells can cause the surface of rivers to freeze. When a rise in the water level or a thaw breaks the ice into large chunks, these chunks can become jammed at man-made and natural obstructions. With no way past the obstruction, the river will become backed up and can overflow its banks, causing flooding. Ice Jams: • Typically occur during spring thaw and rainfall • Result from broken ice cover when pieces flow downstream • Are very site-specific - accumulate at obstructions, bends, bridges, or sometimes just against other pieces of ice • Can develop rapidly • Multiple jams can form and release in the same place • Can cause problems downstream if suddenly realeased as ice can pile up farther downstream
CAUSES OF 2019 BOLTON ICE JAM FLOOD TRCA/KGS Bolton Ice Jam Study Findings • There were two different ice-jam events in the winter of 2019. • The February 5 ice accumulation upstream of King Street subsequently th cleared. • A second period of ice formation in upstream reaches occurred from the third week of February onwards. • Rain and warm temperatures in March caused this ice sheet upstream of Bolton to break up. • Higher flows, estimated around the 2-year event, facilitated the movement of ice downstream. • Ice jams began to form behind 181 King Street and downstream of the King Road bridge due to the shallower channel slope in this area. • Water began to back up the river toward the oxbow and overtopped in several locations including the berm at 181 King Street East. • The occurrence of ice jams is difficult to predict given the various factors (weather, river morphology, flow conditions) that contribute to ice jam formation. State-of-the-art river ice science does not provide means to predict when or where an ice jam will form.
21 5 25 L CO ITT UR L E T 2019 BOLTON ICE JAM MAP ¯ Q KIN G STR E ET E AST ING KIN ROA G D U D K EE OL OAD 21 N R 0 ST NU RO 210 250 R EE 24 N A 21 T 5 N D 0 N VI O LL R TH E 24 210 21 210 0 0 Q U 4859800 EE SO N S T OLD KI U TR ES NG R TH E OAD W T ET E T RE IN GS Q K U E 23 5 ST EE G AT E WE SO N S EN S AR D IV U TR E L EV DR U 0 TH E Q OU 23 D OO ET B HUM C E L LW 0.5 BER O L LEA D ER RO A UR IN D R A km IV IN CO ER T E E 220 SH 225 22 0 LEGEND 213.39 Spills 215 Berms Crib Wall 215 Bridge 5m Index Contour (TRCA) 1m Contour (TRCA) 5 22 5 21 4859600 River Reaches Culvert T EE ST R A JO ST ETE H Ice Jam in Channel T RE N ER S T ST LB NG R Flood Extent on March 16, 2019 KI EE A T T EE R ST 230 IA R TO C VI 5 JA 21 M ES ST R NOTES: EE 5 T 21 1. Image, Topographic Data, and High Water Marks provided by T 21 Toronto and Region Conservation Authority (TRCA) EE 5 R 5 ST MI 21 2. All units are metric and in metres unless otherwise specified. LL OW 5 ST 23 Transverse Mercator Projection, NAD 1983, Zone 17. Elevations are R in metres above sea level (MSL). L EE IL T W D ST AV 215 215 RE ID 24 ET 0
BOLTON BERM AND CHANNEL REMEDIATION STUDY AND SPECIAL POLICY AREA UPDATE WH ES IT EH DR CR EAD S RR RD RE W TE VIE TC LA D GS GH OO In 2012 the Town of Caledon and 500-YR FLOOD DEPTH MAP (EXISTING CONDITION) RI N I SHAN G TW WR KI ES HU TRCA initiated the Bolton Special UNSTEADY INFLOW HYDROGRAPH (USING 1981/1983 MMM LIT CR MB LAUREL PARK GATE QU E TL R ES EE E LE CR CR Policy Area Update to define the 500-YR FLOW = 155 CMS BASED ON FLOW N ST FREQUENCY CURVE) A RD T IEW N GRAY PARK DR HV flood risk in the Bolton core and RC C9 BI confirm that the berm and channel T R Y BLVD were performing as per the original SHE RIN CR design. Several technical studies E NGLISH R O UN OS E T LA FO NE SC R ES were completed to investigate the CR OS T CR T C8 hydraulic, geotechnical, structural, C7 G RD CEN JO KIN and fluvial conditions of the berm. TEN NIAL DR H N ST OL D C6 New flood lines were created using modernized tools that include E BO N LA ND CK ST JA ST I precision mapping, new hydrologic ST BR ME RT E IA R S ST BE OR HE WA ST AL MI ML CT G LL KIN data, and state-of-the-art hydraulic OC VI ST K S C1 C5 EL modeling software. DA T M T ST VI ANS CH D ST M AP HICK EL ST ST SA The Bolton Berm and Channel SA UI CK C4 LO RD VI TIM Remediation Study and Special L OT W LE AN GO E H C3 ST Y AS ST YL ST Policy Area Update concluded GL RR OW AN T HE KS ME LL N C ST AD WI that the berm and channel system OC W T O S ML ST NE D CR LEGEND 500-Yr Flood Depth, m OO HE W G ER does not provide the original level C2 N VA TE W KI EN ST LE MP RT Study Area 0.00 - 0.10 L G C DA ER QU of service, which was the 500-year LT ON A NC E EE N ST Bolton SPA Boundary River Network 0.10 - 0.30 0.30 - 0.60 HE S ST ST NA flood (0.2% chance of occurring in PD NC S Existing Flood Berm 0.60 - 0.80 DE E R YS Existing Crib Wall 0.80 - 1.20 T RV VA a given year). The berm was never Buildings 1.20 - 1.50 H ST L LE NOTE: AL YV Flood Depth Mapping based on 2014 LiDAR DEM and 2015 Road Paved 1.50 - 1.80 D L IEW EL BE VE BE T EY Orthophoto. This mapping is intended for the sole purpose of LL designed to protect against ice jams. CR IZA Culvert/Bridge C1..C9 1.80 - 2.60 AIR DR floodplain study. Any other use of this information by a third BE O T 2.60 - 3.50 DR ZA WL party requires verification and is at the sole risk of that party. TH HA DO T ST ELI NE IN YS E V WN D SD BL DR R TO N EY UN R FO NO DR
BOLTON BERM AND CHANNEL - CURRENT CONDITIONS During the Bolton Special Policy Area Update in 2012, TRCA reviewed the technical investigations of the Bolton Berm and Channel to determine their conditions. The technical findings determined the following: 1. The berm and channel don’t provide protection up to the 500-year flood. Current protection for the berm in some sections only passes the 100-year flood. 2. There are some minor geotechnical issues, but the berm meets factor of safety guidelines for most conditions. Bolton Channel - flap gate, south bank Bolton Berm 3. Flap gates and culverts require maintenance. 4. There are several areas of erosion that require repair, as does the berm around the pumphouse. In order to fully protect against the 500-year event, additional berms upstream of Highway 50 and downstream of King Road would be required. These structures require a Class Environmental Assessment and are not part of this project. Bolton Channel - McFall dam
BOLTON BERM AND CHANNEL UPGRADES TRCA has developed several options to upgrade the TRCA is proceeding with Option 3B because it restores the original level of flood protection berm. These include: and meets current engineering standards for stability. Option 4, while providing a higher level of flood protection, is not practical given the property constraints of the area. The OPTION 1: Undertake general maintenance only and construction of the proposed option is to be completed in the following phases: maintain the berm as is with 100-year flood protection. OPTION 2: Upgrade the berm to provide 350-year Phase 1: Phase 2: Phase 3: protection and perform general repairs. Repair/replace flap Restore/raise the Restore/raise the OPTION 3A: Upgrade the berm to provide 500-year gates, repair culvert flood berm west flood berm and protection and maintain the current factor of safety end treatments of Humber Lea Rd. raise the crib wall conditions including general repairs. and clean culverts and east of Queen east of Humber Lea OPTION 3B: Upgrade the berm to provide 500-year (2019/2020) St. and repair the Rd. (2021/2022) protection and to meet the current factor of safety diversion channel guidelines. (2020/2021) OPTION 4: Upgrade the berm to meet Regional storm flood protection. TRCA has retained a consultant to complete final design drawings for Option 3B. TRCA is also investigating the feasibility of raising the berm to protect against ice jams similar to the event in March 2019. Property constraints may preclude raising the dyke to meet this level. Additionally, there isn’t enough historical data on ice jams in this area to design for ice jam protection.
MITIGATING ICE JAMS Options for mitigating ice jams are limited in this area INFEASIBLE FEASIBLE Pre-emptively breaking ice cover Ice jam removal This option includes blasting and cutting ice before break up. This option involves using heavy equipment to mechanically Due to the length of the Humber River and the unpredictable remove ice from the river, as was done in March 2019. This is risks in blasting, this is not considered feasible. Blasting ice the most feasible option for ice jam mitigation in this area. does not prevent re-formation of a jam elsewhere. Furthermore, Careful consideration is required to ensure that the movement there are risks to property and nearby persons, as well as of jammed ice does not create or exacerbate flooding potential damage to infrastructure including sewers and berms. conditions elsewhere. Staff should be available 24/7 to respond when ice jams begin to form. Emergency support Construction of ice control structures contracts should continue to be maintained with heavy equipment contractors. An equipment access route to the Ice control structures are similar to dams. The structures jam location can be identified and formalized. capture and store ice upstream of areas at risk of ice jam floods. This option is not feasible in Bolton because there Flood forecasting and warning upgrades isn’t a suitable location upstream for this type of structure. This is not a mitigation technique but instead provides early River modifications warning when ice jams could be forming. Enhanced flood warning components could include drone surveys, remote This option includes modifications to the river to facilitate ice cameras, and additional gauges. passage: deepening or widening the river to reduce the possibility of ice jams. This option is also considered infeasible in Bolton. The river is a natural watercourse and it is unlikely that approval would be granted given the environmental impacts.
TRCA FLOOD RISK MANAGEMENT A principal mandate of TRCA is to reduce the risk to life and damage to property caused by flooding. We do this by providing local agencies and PREVENTION & MITIGATION PREPAREDNESS the public with notice, information and advice so that they can respond Limiting exposure to risk: • TRCA’s flood contingency plan during severe rainfall events that have the potential for flooding, and • Implementing TRCA’s regulations and policies • Emergency plans during flood related emergencies. • Emergency operations centre Reducing risk: • Training • Operating a flood forecasting and warning program • Public education • Maintaining flood control infrastructure • Creating a flood protection strategy for vulnerable areas • Implementing remedial works projects Site-Specific Flood Response Plan A Site Specific Flood Response Plan Understanding the risks: (SSFRP) is a tool to assist municipalities • Climate, geology, watershed response, and potential for in responding to a flood emergency in a climate change given flood-vulnerable neighbourhood. It is meant to complement existing Documenting the risks: emergency plans, such as a municipal emergency plan or a risk-specific plan • Floodplain mapping, identification of flood vulerable areas for flooding. RESPONSE RECOVERY • Provide flood forecasting and warning • Flood event documentation and (issuing flood messages) lessons learned • Operate flood control infrastructure • Storm analysis • Communicate information and advise • Data management
REAL-TIME FLOOD MONITORING IN YOUR NEIGHBOURHOOD TRCA has a network of real-time river and rain gauges across the GTA to: • Monitor the water levels in specific streams and behind dams • Measure how much precipitation has fallen The measurements are displayed on TRCA’s Real-time Gauge flood monitoring website. While the website is primarily a tool for Flood Duty Officers to evaluate watershed conditions and assess the risk of flooding, the website is available to our municipal partners and the public: trca.ca/floodmonitoring The Station Map uses shapes, colours, and symbols to allow for a quick assessment of the conditions in the watersheds. TRCA Real-time Gauging Station Map Real-time Gauge
TRCA’S FLOOD MESSAGES To support our municipal partners during storm events, Toronto and Region Conservation Authority (TRCA) runs a Flood Forecasting and Warning Program with staff on-call, 24/7. If flooding is possible or about to occur, TRCA issues flood messages to designated individuals within municipalities, local agencies, school boards, the media, and members of the public who self-subscribe. Sign Up for Flood Messages To receive flood messages, you can either: • Subscribe to email notices at trca.ca/floodmessages • Follow us on Twitter at @TRCA_Flood Flood messages are also posted on TRCA’s website at trca.ca/floodforecasting
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