“With regard to the risks associated with tidal flooding: - The existing site has been shown to be affected by 0.5% and 0.1% probability tidal events considering future sea level rise to 2112. - It is proposed to raise ground levels within the site to a minimum of 6.85m AOD (the 0.5% probability level), which satisfies TAN15’s [Technical Advice Note 15] threshold of flooding criteria. - The maximum depth of flooding to the proposed development in a 0.1% probability tidal event would therefore be 200mm, which complies with TAN15. - Safe emergency access/egress is available via the Southern Distributor Road.”
“1. Highly vulnerable development and/or emergency services within Zone C2 will not be permitted: 2. Highly vulnerable development and/or emergency services within Zone C1 and/or other development within Zone C will only be considered where it can be demonstrated that: • it concurs fully with the justification specified in section 6 of TAN15. In particular, the site complies with the definition of previously developed land (PPW figure 2.1); • an appropriate flood consequences assessment has been completed and approved.”
“Meeting the Assembly Government’s objectives for sustainable development requires action through the planning system to move away from flood defence and the mitigation of the consequences of new development in areas of flood hazards towards a more positive avoidance of development in areas defined as being of flood hazard.”
“3.1 The general approach of [Planning Policy Wales], supported by the TAN, is to advise caution in respect of new development in areas at high risk of flooding by setting out a precautionary framework to guide planning decisions. The overarching aim of the precautionary framework is, in order of preference, to:- • Direct new development away from those areas which are at high risk of flooding. • Where development has to be considered in high risk areas (zone C) only those developments which can be justified on the basis of the tests outlined in section 6 and section 7 are located within such areas. 3.2 The operation of the precautionary framework is governed by:- • A development advice map containing three zones (A, B and C with subdivision into C1 and C2) which should be used to trigger the appropriate planning tests in relation to sections 6 and 7 and appendix 1. • Definitions of vulnerable development and advice on permissible uses in relation to the location of development and the consequences of flooding. 3.3 The precautionary framework should be used for both forward planning and development control purposes.”
“As a policy we tend to consider climate change when considering 0.1% events because this provides a robust solution to flood risk. It is interesting to note however, that [Natural Resources Wales] have relaxed their policy in respect of the 0.1% event. The matter has however no relevance in terms of the current application. With regard to Table 1.15 of TAN15 this contains a series of limiting parameters which would apply regardless of whether climate change applies to the return period floods or not.”
“112. The evidence submitted demonstrates that the flood outline shown on the DAMs is tidal rather than fluvial. It also shows that the site is not at risk of tidal flooding in either a 0.5% or 0.1% flood event with a 50 year design life and sea level rises based on TAN15 criteria. Whilst the site would be liable to flooding in such events with a 100 year design life and revised Defra climate change guidelines, the proposed ground raising would result in the proposal being flood free in a 0.5% probability event. Flood depths in a 0.1% probability event would be 200mm, which is much less than the maximum of 600mm cited in appendix 1 of TAN15, with a flood free escape route being available via the southern distributor road. The site would be in a hydraulic continuity with the harbour and estuary in extreme events and [Natural Resources Wales] accepts that any potential effect of the land raising on existing property would be negligible. I have no reason to disagree and conclude that loss of floodplain storage would not exacerbate conditions elsewhere.”
“17. The final site levels shall be set no lower than 6.85m AOD and ground floor levels to residential properties shall be set at least 600mm above the final site level.”
“[20] The Minister does not consider that the tests in section 7 of, and Appendix A1.14 and A1.15 to, TAN15 are applicable to highly vulnerable development in zone C2. He has noted, however, that the inspector has used them as an aid to assessing actual flood risks as part of the balancing exercise in determining whether any material considerations, individually or collectively, outweigh the policy conflict identified in paragraph 13 above.”
“[22] The applicant has submitted that, the proposed site would, if raised, satisfy the tests in Appendix A1.14. The question then is whether the four tests in Appendix A1.15 – maximum depth of flooding; the maximum rate of rise of floodwaters in metres per hour; the maximum speed of inundation in hours; and the maximum velocity of floodwaters – have also been addressed. The Minister has reviewed the Flood consequences Assessment (FCA) (August 2010), which is an update of the original FCA (May 2006) and considers that it does not address all four of those tests. In this respect he notes that [NRW] does not state that the FCA (August 2010) does do this, limiting its view to being a view based on the information presented to it, nor does [NRW] express a view on whether the proposed development would satisfy all the tests in Appendix A1.15. [23] The Inspector considers that if the site was raised, it would satisfy the threshold set out in Appendix A1.14 to TAN15 in that it would be below the risk of 0.5% tidal flooding. Furthermore, he considers that it would still be at risk of flooding in extreme conditions, but the flood depths would be at less than the 600mm shown in Appendix A1.15 to TAN15 for residential properties. The Minister notes that the inspector does not, however, refer to the other three tests in Appendix A1.15 in reaching his conclusion or indicate that they have been taken into consideration. In view of this the Minister does not consider that he could reasonably agree with the Inspector’s conclusion that there would not be any unacceptable risk of actual flooding if there was mitigation.”