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 engineering characteristics of soils and underlying geology and the degree of physical and/or chemical weathering of the underlying rock. In particular, Separation Point Granites are susceptible to severe erosion during heavy rainfall, particularly where they have been 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 

We are reviewing the natural hazards provisions in the Tasman Resource Management Plan (TRMP). 

The Tasman Resource Management Plan identifies 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 stability 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 locations in 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 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 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 when LiDAR becomes available.  

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.   

Other land outside of the identified study areas was also not considered in the current review. It is recognized that there will be areas in our district, outside the SIRA that are potentially susceptible to slope instability and debris run-out.  Such hazards will be 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 and as additional LiDAR data becomes available.

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