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Flood Risk Assessment R/C151595/001.02

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Flood Risk Assessment R/C151595/001.02 Rockingham Corby Desborough Geddington Rothwell Kettering Broughton Burton Latimer Please refer to the Kettering Town Centre Level 2 SFRA for more detailed mapping SHLAA site extends into Borough of Wellingborough See Figure 9b Reproduced from Ordnance Survey Maps with the permission of the Controller of HM Stationary Office. Crown copyright reserved Licence AL.100026380 Key: Title: Figure: Present-day fluvial flood extents with 9a Potential Development Sites Functional Floodplain defences in the Kettering Borough East Kettering SUE 1% AEP Flood Extent Date: Scale: Functional floodplain extents based on mapped flood outlines for the Middle Nene, the River Ise, Grendon Brook, Alledge Brook and Swanspool Brook. Functional floodplain extents based on Flood Zone 3 for other watercourses. 1% AEP extents Project: February 2011 1: 35,000 @ A1 based on mapped flood outlines for the Middle Nene, the Rive Ise, Grendon Brook, Alledge Brook and Swanspool Brook. Outside of Kettering Borough 0.1% AEP Flood Extent 1% AEP extents based on Flood Zone 3 for other watercourses. 0.1% AEP extents based on mapped flood outlines for the Kettering and Wellingborough Middle Nene, the River Ise, Grendon Brook, Alledge Brook and Swanspool Brook. 0.1% AEP extents based on Flood Zone 2 Kettering Borough Boundary Level 1 SFRA Update for other watercourses. Potential Kettering Town Centre AAP development sites Potential Development Sites include sites which are proposed Potential Rothwell & Desborough SUE AAP - Desborough North for development in emerging LDF Development Plan Documents (DPDs) (Kettering Town Centre Action Plan (AAP) and Rothwell and Desborough Urban Extensions Area Action Plan (AAP)), Potential Rothwell & Desborough SUE AAP - Rothwell North Client: East Kettering (which has outline for consent for development as Kettering Borough Council and the a Sustainable Urban Extension (SUE)) and sites which were put SHLAA sites - sites forwarded as having development potential forward for assessment in the Strategic Housing Land Availability Borough Council of Wellingborough Assessment (SHLAA) as having development potential Rockingham Corby Desborough Geddington Rothwell Kettering Broughton Burton Latimer Please refer to the Kettering Town Centre Level 2 SFRA for more detailed mapping SHLAA site extends into Borough of Wellingborough See Figure 10b Reproduced from Ordnance Survey Maps with the permission of the Controller of HM Stationary Office. Crown copyright reserved Licence AL.100026380 Title: Figure: Key: Future fluvial flood extents with defences 10a Potential Development Sites 1% AEP Flood Extent with climate change in the Kettering Borough - Year 2111 Date: Scale: East Kettering SUE Kettering Borough boundary February 2011 1: 35,000 @ A1 Project: 1% AEP extents with Climate Change based on mapped flood outlines for the Middle Nene, the River Ise, Outside of Kettering Borough Kettering and Wellingborough Grendon Brook, Alledge Brook and Swanspool Brook. 1% AEP extents with Climate Change based on Flood Zone 2 for other watercourses Potential Kettering Town Centre AAP development sites Level 1 SFRA Update Potential Development Sites include sites which are proposed for development in emerging LDF Development Plan Documents Potential Rothwell & Desborough SUE AAP - Desborough North (DPDs) (Kettering Town Centre Action Plan (AAP) and Rothwell and Desborough Urban Extensions Area Action Plan (AAP)), Client: East Kettering (which has outline for consent for development as Potential Rothwell & Desborough SUE AAP - Rothwell North a Sustainable Urban Extension (SUE)) and sites which were put Kettering Borough Council and the forward for assessment in the Strategic Housing Land Availability SHLAA sites - sites forwarded as having development potential Borough Council of Wellingborough Assessment (SHLAA) as having development potential BHP Design Flood Risk Assessment R/C151595/001.02 APPENDIX E – HYDRAULIC MODELLING Reference Title - Cross Section Plan, Fenland Hydrotech Hydraulic Model, 2009 - Fluvial Flood Levels, Fenland Hydrotech Model, 2009 Hydrock Consultants BHP Design Flood Risk Assessment R/C151595/001.02 APPENDIX F – SURFACE WATER MANAGEMENT Reference Title 08059-S104-1E Section 104 Layout (Sheet 1 of 2) by Banners Gate dated August 2008 08059-S104-2L Section 104 Layout (Sheet 2 of 2) by Banners Gate dated August 2008 C151595 C001C Drainage Strategy Drawing SW Unit 01 rev B new FFL SW Network Unit 1 rev B Windes Modelling SW Unit 02 rev C new FFL SW Network Unit 2 rev C Windes Modelling SW Unit 03 rev C new FFL SW Network Unit 3 rev C Windes Modelling SW Unit 04 rev B new FFL SW Network Unit 4 rev B Windes Modelling Hydrock Consultants .
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