West Coast Hazard Project
Report: TR 2008/14
Author: Tonkin & Taylor Ltd
Abstract
Tonkin and Taylor Limited (T&T) have been commissioned by Environment Waikato to undertake an assessment of coastal hazard information along the west coast of their region. The west coast region is an area where there is little knowledge of coastal processes and associated hazards. Therefore this assessment consisted of collating available information on coastal hazards and prioritising areas in need of further investigation.
A summary of the four district council plans (Franklin, Waikato, Otorohanga and Waitomo) revealed some differences in the way each council treated coastal hazards, even though they occupy similar coastal environments. The disparity is likely to be related to the differing current land use and zoning regimes within the coastal areas of each council and associated lack of information on coastal hazards.
Four major hazard processes (soft shore dynamics, cliff erosion/instability, inundation and mobile dune sand) were assessed along six distinct shorelines/environments. The predominant west coast environments are along the open coast and within the three main harbours (Raglan, Aotea and Kawhia). The open coast has been broken down into north of Raglan Harbour, Raglan to Aotea Harbour and south of Kawhia Harbour areas.
Investigations into existing knowledge on coastal hazards along the west coast show varying amounts of information. While some site specific areas have a good to high amount of detail and information, on a regional scale there is very little information.
Based on information from the four district councils, priority areas for further information on coastal hazards have been identified and they include:
- Port Waikato
- Raglan Township coastline (inner harbour)
- The low-lying sandy area from Riria Kereopa Memorial Drive to Kopua Point is the critical area. There have been development plans for the Maori land in this area, which is Pa Zone.
- The unprotected cliffs in Raglan township.
- The protected/seawall areas around Raglan. Many seawalls are old and there will be calls for them to be replaced.
- Kawhia Harbour
- Kawhia township
- Te Waitere
- Aotea Harbour
- Marakopa
Recommendations for future information gathering include the use of LiDAR information to better assess soft shore dynamics, coastal inundation and cliff instability. Analysis of water levels (particularly storm surge levels and mean level of the sea) along the coast and within harbours, video analysis of open coast sediment fluxes and identification of geological failures should be approached within an integrated methodology.
West Coast Hazard Project [PDF, 1.1 MB]
Contents | ||
1 | Introduction | 1 |
2 | Current planning environment | 1 |
2.1 | New Zealand Coastal Policy Statement | 1 |
2.2 | Waikato Regional Coastal Plan | 2 |
2.3 | Approach of adjacent regional councils | 3 |
2.3.1 | Auckland Regional Council | 3 |
2.3.2 | Taranaki Regional Council | 4 |
2.4 | District council objectives and policies | 4 |
2.5 | District council rules | 5 |
2.5.1 | Franklin District Council (FDC) | 5 |
2.5.2 | Otorohanga District Council (OtDC) | 6 |
2.5.3 | Waikato District Council (WkDC) | 6 |
2.5.4 | Waitomo District Council (WtD) | 7 |
3 | Hazard processes explained | 7 |
3.1 | Soft shore dynamics | 7 |
3.2 | Cliff erosion and instability | 8 |
3.3 | Coastal inundation | 8 |
3.3.1 | Coastal inundation within estuaries | 9 |
3.4 | Mobile wind blown sands | 10 |
4 | Geographic review of existing information | 10 |
4.1 | West Coast environmental setting | 10 |
4.2 | Open coast North Raglan | 11 |
4.2.1 | Soft shore dynamics | 11 |
4.2.2 | Coastal cliff instability | 13 |
4.2.3 | Wind erosion and mobile dune sands | 13 |
4.2.4 | Coastal inundation | 14 |
4.3 | Raglan Harbour | 14 |
4.3.1 | Soft shore dynamics | 14 |
4.3.2 | Coastal cliff instability | 18 |
4.3.3 | Coastal inundation | 18 |
4.3.4 | Wind erosion and mobile sand | 18 |
4.4 | Open coast Raglan to Aotea | 19 |
4.4.1 | Soft shore dynamics | 19 |
4.4.2 | Coastal cliff instability | 20 |
4.4.3 | Coastal inundation | 20 |
4.4.4 | Wind erosion and mobile sand | 21 |
4.5 | Aotea Harbour | 21 |
4.5.1 | Soft shore dynamics | 21 |
4.5.2 | Coastal cliff instability | 23 |
4.5.3 | Coastal inundation | 23 |
4.5.4 | Wind erosion and mobile sand | 23 |
4.6 | Kawhia | 24 |
4.6.1 | Soft shore dynamics | 24 |
4.6.2 | Coastal cliff instability | 25 |
4.6.3 | Coastal flooding | 26 |
4.6.4 | Wind erosion and mobile sand | 26 |
4.7 | Open coast South Kawhia | 26 |
4.7.1 | Soft shore dynamics | 26 |
4.7.2 | Cliff instability | 32 |
4.7.3 | Coastal inundation | 32 |
4.7.4 | Mobile sand and wind erosion | 33 |
5 | Priority areas for hazards assessments | 33 |
6 | Future information recommendations | 34 |
6.1 | LiDAR | 34 |
6.1.1 | Soft shore dynamics | 35 |
6.1.2 | Coastal inundation | 35 |
6.1.3 | Cliff instability | 35 |
6.2 | Water level analysis | 35 |
6.2.1 | Elevation datum | 36 |
6.3 | Video analysis (Cam Era) | 36 |
6.4 | Geology failure mechanisms | 36 |
6.5 | Integrated approach | 37 |
7 | Applicability | 37 |
8 | References | 38 |
Appendix A: West Coast Areas | ||
Appendix B: Tables |
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