Weather Thresholds and Operational Safety Planning, Turbid Creek, Mount Cayley, Squamish River Valley, BC
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Weather thresholds and Operational Safety Planning, Turbid Creek, Mount Cayley, Squamish River Valley, BC. Submitted to: Malcolm Schulz, RPF Engineering Officer Metro Vancouver Squamish District Ministry of Forests, Lands and Natural Resource Operations Submitted by: Pierre Friele, P. Geo. Cordilleran Geoscience, Po Box 612, 1021 Raven Drive, Squamish, BC V8B 0A5 Final: March 19, 2013 Table of Contents Introduction ......................................................................................................................... 1 Hazard & Risk Assessment ................................................................................................. 3 Consequences of Volcanic Landslide Impacts ................................................................... 4 Volcanic Landslide Activity at Mount Cayley ................................................................... 4 Climate Thresholds for Landslide Initiation ....................................................................... 7 Existing Rainfall and Landslide Warning Criteria ............................................................ 10 Environment Canada ..................................................................................................... 10 Chinook Business area .................................................................................................. 10 Meager Creek Hotsprings ............................................................................................. 10 Lillooet River valley ..................................................................................................... 11 Existing Operational Safety Plans .................................................................................... 11 Landslide Risk Management ............................................................................................. 12 Guidance Documents .................................................................................................... 12 Risk Management Plan Objectives ............................................................................... 13 Authority ....................................................................................................................... 13 Climate Monitoring & Forecasting ............................................................................... 13 Landslide Risk Management Measures ........................................................................ 13 Post Landslide Crossing Maintenance/Reconstruction ................................................. 14 Landslide Recording System ........................................................................................ 14 References ......................................................................................................................... 14 Closure .............................................................................................................................. 15 ii List of Tables Table 1. Qualitative hazard frequency categories (after MoE 1999). Table 2. Consequences of volcanic landslides (after Jakob 2005). Table 3. Documented landslides affecting Squamish mainline at Turbid Creek (see discussion). The trigger was assessed from analysis of local climate stations (Table 4). Table 4. Climate data for landslides at Turbid Creek with known dates of occurrence. The only functioning and complete records are from Whistler and Squamish Auto. Table 5. BCTS wet weather safety shutdown guidelines (rainfall and snowmelt). Table 6. Hazard levels for landslide activity at Mount Meager, after Cordilleran (2012). Note that a sustained summer drought will prime the system for a rainfall induced event. List of Figures Figure 1. Location of Turbid Creek north of Squamish. Nearby climate stations and stream gauging stations are shown. EC, Environment Canada; BCH, BC Hydro; WSC, Water Survey Canada. Figure 2. View north up Squamish River to Mount Cayley. The river cutbank exposes a 14 m thick sequence of landslide materials deposited primarily by the 4800 year old landslide (Evans and Brooks 1991). Figure 3. Washout at Turbid Creek in 1997. Exact date of occurrence unknown (from photos on file with Friele). Note this is a typical small, channelised event; it destroyed the crossing and filled Squamish River with debris, and may have briefly dammed the river. Figure 4. August 6, 2010 landslide – heat triggered. Climate and river flow data for 3- week period preceding landslide activity. Figure 5. June 28 1984 landslide – rain triggered. Climate and river flow data for 3-week period preceding landslide activity. iii Introduction Turbid Creek (Fig. 1), known locally as Mud Creek1, drains the southwest slope of Mt Cayley, a Pleistocene stratovolcano located 50 km north of Squamish. The slopes of Mount Cayley have a well-documented history of landslide activity, and there is an extensive colluvial apron filling the Squamish Valley at the foot of the mountain (Fig. 2). The Squamish mainline forest service road (FSR) crosses the debris apron and is frequently washed out at Turbid Creek (Fig. 3), presenting a hazard affecting road users and often leading to stranding of workers and tourists upstream of the washout. Further, washouts fill the road sump and/or damage or destroy the existing crossing requiring maintenance/reconstruction. Reconstruction puts road crews directly in the hazard zone for hours to weeks. Presently, during reconstruction there are no protocols in place for monitoring the hazard nor ensuring a safe work site once an event has taken place. The purpose of this report is to characterise weather conditions that have resulted in landslide activity on the west side of Mount Cayley, and develop landslide warning criteria. A suite of measures are recommended that could be used to manage landslide risk before an event and during crossing reconstruction. This report recommends various risk management strategies; but the ultimate strategy will be determined by MoFLNRO. Figure 1. Location of Turbid Creek north of Squamish. Nearby climate stations and stream gauging stations are shown. EC, Environment Canada; BCH, BC Hydro; WSC, Water Survey Canada. 1 In contrast to names on TRIM or NTS map bases, local useage as reflected on old Weldwood Empire Logging maps refers to Turbid Creek as Mud Creek, Shovelnose Creek as Turbid Creek and Shovelnose Creek is applied to the next drainage south. This report uses TRIM/NTS nomenclature as it is consistent with scientific literature. 1 Figure 2. View north up Squamish River to Mount Cayley. The river cutbank exposes a 14 m thick sequence of landslide materials deposited primarily by the 4800 year old landslide (Evans and Brooks 1991). Figure 3. Washout at Turbid Creek in 1997. Exact date of occurrence unknown (from photos on file with Friele). Note this is a typical small, channelised event; it destroyed the crossing and filled Squamish River with debris, and may have briefly dammed the river. 2 Hazard & Risk Assessment A hazard is a phenomenon with the potential to cause harm; it is usually represented by a magnitude and recurrence interval (see Table 1). Consequence is a product of factors, including whether a given hazard will reach a site, whether elements at risk will be present when the site is affected by the hazard, how vulnerable the elements at risk are to the hazard affecting the site, and the value of the elements at risk or the number of persons exposed. The product of the factors Hazard and Consequence equals Risk. A Partial Risk is the probability of a given hazard affecting a site, otherwise known as the encounter probability. Table 1. Qualitative hazard frequency categories (after MoE 1999). Qualitative Annual return frequency frequency Comments Very high >1/20 Hazard is well within the lifetime of a person or typical structure. Clear fresh signs of hazard are present. High 1/100 to 1/20 Hazard could happen within the lifetime of a person or structure. Events are identifiable from deposits and vegetation, but may not appear fresh. Moderate 1/500 to 1/100 Hazard within a given lifetime is possible, but not likely. Signs of previous events may not be easily noted. Low 1/2500 to 1/500 The hazard is of uncertain significance. Very low <1/2500 The occurrence of the hazard is remote. No activity is free of risk, and the concept of safety embodies risk tolerance. In Canada and BC there is no legislated guidance for risk tolerance to landslides and associated phenomenon, and the term “safe” has not been defined. In considering risk tolerance, an important concept is that risk of loss of life from natural hazards should not add substantially to those that one is typically subject to (driving, health, recreation, etc) combined. For reference, the risk of death and injury from driving in Canada is approximately 1/10,000 and 1/1000 per annum, respectively (Transport Canada 2011). In British Columbia, terrain stability assessments (TSAs) in the forest sector typically present partial risk assessments, because the details of human (or other elements at risk) exposure to the hazard are generally not known in enough detail to conduct a meaningful total risk assessment site (Wise et al. 2004). The report provides guidance to be used in a “model” for managing volcanic landslide risks facing public user groups and Ministry of Forests, Lands and Natural Resource Operations personnel, as per APEGBC & ABCFP (2008). Industrial user groups are encouraged to prepare their own terrain models and operational safety plans, as per WorkSafeBC, Occupational Health