Strategic Flood Risk Assessment - South Worcestershire ...

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Figure 6-5: Proposed Pershore Allocations6.2.6 Tenbury WellsFigure 6-6: Proposed Tenbury Wells Allocations2012s5947 S Worcestershire Level 2 SFRA Update FINAL Report v1.0.doc 38
Development at Tenbury Wells is limited due to floodplain, landscape and access issues. Theformer cattle market site at Teme Street has been allocated to provide 0.88 hectares ofemployment land with redevelopment or alternative use focussing on retail, commercial,recreation, leisure and community uses. Proposed additional sites in Tenbury Wells have beenallocated for approximately 70 dwellings.6.2.7 Upton upon SevernFigure 6-7: Proposed Upton upon Severn AllocationsFloodplain, landscape and access issues limit the potential for development at Upton uponSevern. Housing and commercial development for this area has been focussed on thesettlements of Holly Green, with 25 dwellings allocated to Holly Green. Although there areflooding constraints, the SWDP has defined Upton on Severn as one of the most sustainablesettlements in the Malvern Hills District with a large population and associated community,education and community services. The town also supports a large marina and tourist trade.6.2.8 Rural AreasSouth Worcestershire is predominantly rural and a key objective of the SWDP is to retain thischaracteristic. The development strategy for rural areas aims to direct development to ruralsettlements which contain a variety of services and community facilities, with reasonable existingpublic transport links. These factors were assessed using the Village Facilities and RuralTransport Survey to determine the sustainability of settlements. Settlements were classified intoCategory 1, Category 2 and Category 3 settlements, with Category 1 being considered the mostsustainable.The SWDP has allocated approximately 1,800 dwellings in rural areas by 2030. Of theseapproximately 1,000 have been allocated to Category 1 settlements, 700 to Category 2 and 180to Category 3 settlements.2012s5947 S Worcestershire Level 2 SFRA Update FINAL Report v1.0.doc 39
Page 1 and 2: 2012s5947 South WorcestershireStrat
Page 4 and 5: ContractThis Level 2 Strategic Floo
Page 6: Executive SummaryThis report is an
Page 10 and 11: Table 7-16: SWDP8/1 (Broomhall Comm
Page 12 and 13: NRDOrdinary WatercourseOS NGRPFRAPi
Page 14 and 15: identify the level of detail requir
Page 16 and 17: 1.4 Approach1.4.1 General Assessmen
Page 18 and 19: 1.5.3 Severn Trent WaterSevern Tren
Page 20 and 21: 2 The Planning Framework and Flood
Page 22 and 23: Additionally Provision 110 of the A
Page 24 and 25: Risk ManagementAuthority (RMA)Distr
Page 26 and 27: 3 Understanding Flood Risk in South
Page 28 and 29: earth embankment, flood wall and fl
Page 30 and 31: 4 How Flood Risk is Assessed4.1 Def
Page 32 and 33: Zone 1Zone 2Zone 3aZone 3bTable 4-1
Page 34 and 35: etween the proposed level of commit
Page 36 and 37: 5 Mapping and risk based approach5.
Page 38 and 39: The ability to manage flood risk fo
Page 40 and 41: Stage 3 - Applying the Sequential T
Page 42 and 43: 6 Overview of future developmentThe
Page 44 and 45: A proposed 340 dwelling have been a
Page 48 and 49: 6.3 Windfall sitesWindfall is unall
Page 50 and 51: 7 Summary assessment of SWDP develo
Page 52 and 53: SUDS TypeSource ControlsTable 7-2:
Page 54 and 55: 7.4 Summary tables and mapsTable 7-
Page 56 and 57: SUDS and the development site:SUDS
Page 58 and 59: Sources of Flood Risk:Primary flood
Page 60 and 61: Table 7-5: LP1 (Ivy Lane)OS NGR: SP
Page 66 and 67: Table 7-7: 2012SC (Stonebridge Cros
Page 72 and 73: emergence. Further assessment of gr
Page 76 and 77: Table 7-10: SWDP6/NEWJ (Land North
Page 78 and 79: Estimated Attenuation Storage Volum
Page 82 and 83: Table 7-12: SWDP6/6 (Old Northwick
Page 84 and 85: Soil TypeGreenfield Runoff Rate (l/
Page 86 and 87: Sources of Flood Risk:Surface water
Page 88 and 89: Table 7-14: SWDP6/21 (Former Hallow
Page 90 and 91: SUDS and the development siteSUDS T
Page 94 and 95: Table 7-16: SWDP8/1 (Broomhall Comm
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Surface water presents a risk to th
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Table 7-17: SWDP8/2 (Temple Laugher
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A44 Bromyard road, the A4440 Grove
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Table 7-18: SWDP8/3 (Land to the re
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impermeable surfaces may result in
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Table 7-19: SWDP9/2 (Land east of S
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impermeable surfaces may result in
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Table 7-20: SWDP9/3 (Boxing Club)OS
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Estimated Attenuation Storage Volum
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Sources of Flood Risk:Primary flood
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Table 7-22: SWDP9/7 (Canal Basin Pr
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Soil TypeGreenfield Runoff Rate (l/
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Sources of Flood Risk:The main sour
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Table 7-24: SWDP13/4 (Former playin
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Surface Water Drainage:As an indica
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Table 7-25: SWDP13/5 (Former Recrea
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Table 7-26: SWDP13/9 (Land off Mayf
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Greenfield Runoff Rate (l/s/ha)Esti
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eceiving watercourse to ensure flow
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Table 7-29: SWDP18/6 Land rear of t
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New or re-development should adopt
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Table 7-32: SWDP23/26 (Land between
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Table 7-34: SWDP24/8 (Site behind H
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SUDS and the development site:SUDS
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Table 7-36: SWDP24/11 (Site behind
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overtopping of an unnamed tributary
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Table 7-37: SWDP24/13 (Land east of
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Table 7-39: SWDP25/9 (Land at Park
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access roads to the site are at ris
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Table 7-40: SWDP/VPx (Vale Park ext
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8 FRA requirements for developers8.
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Figure 8-1: Rationale for flood res
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Local planning bodies should:Promot
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Temporary BarriersTemporary barrier
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flood risk. Development locations s
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9 Recommended policy for management
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10 Outcomes10.1 Summary of work und
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Appendices2012s5947 S Worcestershir
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AFlood Zone mapping2012s5947 S Worc
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BClimate change mapping2012s5947 S
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CHazard mapping2012s5947 S Worceste
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DSurface water flood risk mapping20
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D.2 200 years2012s5947 S Worcesters
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EFloodplain policy mapping2012s5947
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FSummary of risk to all proposed al
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GProperty and critical infrastructu
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Number of environmental sites at ri
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HConsultation and communication2012
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Offices atAtherstoneDoncasterEdinbu
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