Slope instability

Slope instability is a well-known hazard affecting our district.

Slope instability hazard, which includes landslides, is the movement of a mass of rock, debris or soil down a slope. Slope failures can be triggered by natural processes (e.g. rainfall events, earthquakes) or activities such as land development and earthworks.  Debris run-out areas are land that may be impacted from soil and rock debris from upslope failures. 

In our district some areas are subject to elevated erosion and/or slope instability hazard reflecting the characteristics of soils and underlying geology and the degree of physical and/or chemical weathering of the underlying rock. Separation Point Granites are typically deeply weathered at the surface and are particularly susceptible to severe erosion during heavy rainfall when exposed through vegetation removal and/or earthworks. 

Slope failures cause damage by direct impact and burial, the formation of landslide dams, and slides falling into water bodies causing localised large waves (e.g. tsunami or seiches). Much of the damage done by slope failure is permanent. They can cause significant damage to land, buildings, infrastructure (e.g. road, power, telecommunications, drinking water supplies) and the environment, as well as economic and social disruption. Loss of life and injury is also a real possibility and has previously occurred in Tasman. 

Review of Slope Instability Risk Areas 

December 2024 Update: Both Nelson City Council (NCC) and Tasman District Council (TDC)  have sought independent technical advice on slope instability hazards in our districts to inform our resource management plan reviews. As part of   NCC's recent Plan Change 29 hearing process the mapping applied to the slope instability susceptibility study for Nelson is being revised. TDC staff are currently working with our consultants to understand the implications of this and review the mapping outputs for Tasman.  Consequently, the maps below should be treated as indicative only as they may be subject to change following this review process.  If you have any questions about this study please  contact the Natural Hazards team at TDC..

The existing Slope Instability Risk Area (SIRA) overlay in the Tasman Resource Management Plan (TRMP) and related provisions are not affected by this mapping review.

We have started work on a natural hazards plan change(external link) to the Tasman Resource Management Plan (TRMP). As part of the process, we are improving our knowledge about local hazards and sharing that information with affected landowners and communities.

The TRMP identifies selected key locations with a higher likelihood of slope failure occurring through the ‘Slope Instability Risk Area’ (SIRA) overlay as shown on our planning maps. The associated planning rules seek to control the location of habitable buildings and earthwork activities in these areas to protect people and property. The overlay and rules act as a flag to pay extra attention to slope instability hazards when developing a site or undertaking new building work.  The rules require a geotechnical assessment of the ground conditions and site stability and recommend appropriate mitigation measures (if necessary).  Currently a SIRA has not been developed across the entire district, rather it has been developed for key areas where there is development pressure.  There remain areas, such as remote rural and back country areas, where slope instability hazards have not been assessed.

We have sought expert technical advice to review slope instability hazards at three key locations within the existing SIRA, being:

  • Richmond foothills
  • Clifton – Pōhara – Ligar Bay
  • Collingwood

A ‘study area’ was identified for each location which considered the existing SIRA boundary, adjacent areas where there is known or potential slope instability, current or anticipated future development pressure, and topographical boundaries such as ridgelines.  

The outputs of the assessment identified:

  • Areas potentially susceptible to slope instability: land meeting the methodology criteria as being considered potentially susceptible to slope instability hazards.
  • Areas potentially susceptible to debris run-out: land that may be impacted from soil and rock debris from upslope failures with potential to cause land damage (and are outside the identified areas potentially susceptible to slope instability).

The outputs of the assessment will be used to inform the natural hazards plan change.  

The methodology, maps and recommendations can be viewed in the Review of TDC Slope Instability Risk Areas (July 2021) technical report. We have broken the report into sections so it's easier to download.

The existing SIRA overlay in the TRMP and associated provision are not affected by the mapping review.

The report (pdf 616 KB)

Appendix A: Instability and Run-Out Susceptibility Areas:

Appendix B: Summary of Mapping Methodology (pdf 125 KB)

Appendix C: Comparison of Instability and Run-out Susceptibility Areas with SIRA:

Please note that the boundaries of the Clifton - Pōhara - Ligar Bay SIRA study area were limited by the coverage of existing LiDAR data and therefore part of the SIRA was not able to be included in the review. The area includes the north-east area of the SIRA which is mountainous and has very little, if any, development. The review may be extended to this area in the future.  

Ruby Bay Sea Cliffs Slope Instability Risk Area and other areas of the district 

The Council has not included the Ruby Bay Sea Cliffs Slope Instability Risk Area (SIRA) in this current review, as we largely understand slope instability hazards in this area and there is minimal development pressure. We can undertake a review of the boundary of this area if required in the future.   

It is recognised that there will be areas in our district outside the existing SIRA that are susceptible to slope instability hazards and debris run-out that were not included in the review. Such hazards are considered on a case-by-case basis with building consent or resource consent applications. Further research will be undertaken as part of our ongoing natural hazards work programme. Currently, this includes work to better understand the slope instability hazards on the Separation Point Granites.  Additional areas may be selected based on future development pressure.

Last modified: