Nottingham Trent Left Bank Flood Alleviation Scheme

NOTTINGHAM TRENT LEFT BANK FLOOD ALLEVIATION SCHEME

DESIGN AND ACCESS STATEMENT FOR PROPOSED FLOOD DEFENCE WORKS IN ATTENBOROUGH, EREWASH AND RYLANDS

BEING SUBMITTED AS PART OF THE PLANNING APPLICATION TO BROXTOWE BOROUGH COUNCIL

FINAL VERSION

OCTOBER 2008

Nottingham Trent Left Bank FAS Design and Access Statement

Contents

1. INTRODUCTION 3

2. SCHEME BACKGROUND 3

3. ATTENBOROUGH, EREWASH AND RYLANDS 5

4. ALIGNMENT OPTIONS CONSIDERED FOR THE STRAND 7

5 PLANNING POLICY 9

6. USE 10

7. AMOUNT 10

8. LAYOUT 10

9. SCALE 10

10. LANDSCAPE DESIGN 11

11. APPEARANCE 12

12. ACCESS AND INCLUSIVITY 12

13. SUMMARY 13

Environment Agency

Nottingham Trent Left Bank FAS Design and Access Statement

1. INTRODUCTION

This Design and Access Statement (D&AS) accompanies a planning application for the elements of the Nottingham Trent Left Bank Flood Alleviation Scheme (FAS) in the Broxtowe Borough Council area which require planning permission. The D&AS has been written to meet the requirements of Article 4C of the Town and Country Planning (General Development Procedure) Order 1995 (as amended).

The format of this statement is guided by the requirements of Circular 01/2006 and “Design and Access Statements: How to write, read and use them” (CABE, 2006). In keeping with best practise the statement aims to be concise, whilst focusing on the key elements necessary to understand what is being proposed, how it fits into the site context, how it relates to planning policy for the area and what it will look like. In this way, the D&AS is intended to be a useful tool to assist consultees and decision-makers in formulating a recommendation.

2. SCHEME BACKGROUND

Nottingham has a long history of flooding with notable events occurring in 1795, 1875 and 1947 and currently some 22,000 properties within the city are at risk of flooding. The present defences were constructed during the 1950s.

In 2003 the Environment Agency embarked on a series of studies to investigate flood risk along a 200km length of the River Trent, between Stoke on Trent and Newark. It included a technical, environmental and economic appraisal of a number of options to reduce the flood risk. A final report on the study was issued in 2005.

In summary, the principal findings were that: • the flood defences through Nottingham provide a relatively low standard of protection and some are in poor condition; • raising existing defences or the building of new defences, as appropriate, is the preferred option; • the best value for money would be achieved by protecting properties against a flood with a 1% (1 in 100) annual probability of occurrence; • there is considerable opportunity for environmental enhancement and improvement to leisure and recreation facilities along the river frontage.

In response to these findings the Environment Agency commissioned the Nottingham Trent Left Bank Flood Alleviation Scheme (FAS) to appraise, and ultimately improve, flood protection along the River Trent’s left bank. The FAS included inspections of the existing defences, topographic surveys, ground investigations, computer modelling of the river, economic analyses and a review of options. The work confirmed that the standard of protection of the existing defences was low in places and that some of them are approaching the end of their useful life. Subsequently, a business case has been approved by the Environment Agency to undertake works to raise existing defences and, where required, construct new defences to protect 16,000 homes and businesses on the left bank of the River Trent against a flood with a 1% (1 in 100) annual probability of occurrence.

Since then work has been ongoing to establish an outline design for the works along the left bank of the River Trent and along the lower reaches of the River Erewash near to where it joins the River Trent. During that time, considerable effort has been made to keep local residents and both statutory and non-statutory consultees involved in the decision making process.

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Nottingham Trent Left Bank FAS Design and Access Statement

The final alignment chosen is considered to be the best route possible having taken account of government policy, the consultation process, planning guidance and the many significant local constraints.

In April 2007 we published proposals for the Nottingham Trent Left Bank FAS and made two applications for planning permission, one to Broxtowe Borough Council and the other to Erewash Borough Council. In June 2007 we received planning permission from Erewash Borough Council. In November 2007 new information became available through the Greater Nottingham Strategic Flood Risk Assessment. This information has improved the accuracy of our flood predictions and this has resulted in some changes to the scheme. At the same time as we made our planning applications to Erewash and Broxtowe Borough Councils in April 2007 we also published an ES. We have revised the document from April 2007 to produce a further ES for our current proposals.

The 27km length of the River Trent under consideration passes through the areas of four LPAs. The scheme has been split into four scheme areas which correspond to the LPA boundaries as illustrated in Figure 1. It is important to understand that the whole of the left bank of the River Trent through Nottingham is what is termed, a single flood cell. This means that flood waters entering at its upstream end could, in theory, flood the whole cell. Therefore, only upon completion of the entire works will all of the flood cell be protected.

Figure 1: Extent of the Nottingham Trent Left Bank Flood Alleviation Scheme

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Nottingham Trent Left Bank FAS Design and Access Statement

3. ATTENBOROUGH, EREWASH AND RYLANDS

Figure 2 shows the layout of the scheme within Broxtowe Borough Council’s area of jurisdiction. It consists of the Attenborough, Erewash and Rylands districts, and also indicates where works are proposed. Of these works only the elements detailed in Table 1 require planning permission.

Figure 2: Broxtowe Borough Council area of Nottingham Trent Left Bank Flood Alleviation Scheme consisting of the Attenborough, Erewash and Rylands districts

In the Erewash area there are currently only isolated sections of existing flood defences and the proposed works are required to prevent the River Trent from backing up the River Erewash and flooding properties within the scheme’s defended flood cell. It is important to note that the proposed works within Erewash are designed to prevent flooding from the River Trent. The reduction of flood risk from the River Erewash will be an additional benefit to this primary purpose.

The Attenborough area consists mainly of the Attenborough Gravel Pits Site of Special Scientific Interest (SSSI) and Nature Reserve (Attenborough SSSI), Attenborough Village, the Cemex Works to the north of the village and the Long Lane residential area of Beeston. The village of Attenborough currently has no formal flood defences. A railway embankment acts as the flood defence for the communities of Long Eaton and Beeston but only protects against a flood with a 4% annual probability of occurrence.

Rylands is immediately downstream from the Attenborough SSSI. Currently flood protection in the Rylands area is provided by a combination of high ground and formal defences adjacent to the Siemens industrial site, but the existing flood defences in the vicinity of Beeston Lock do not provide flood protection against the flood event with a 1% annual probability of occurrence.

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Nottingham Trent Left Bank FAS Design and Access Statement

Throughout the overall scheme design process the choice between the construction of a new flood embankment or flood wall considered the surrounding landscape along with its current and proposed use. An embankment can be less intrusive in a semi-rural or rural setting than a wall and access to an area is easier to maintain with an embankment. In developed or industrial areas or where space is limited, a wall may be more suitable and, indeed, may be the only practical solution.

For example, the residential properties on Nottingham Road adjacent to Manor Garage in the Erewash district will be protected by a new flood wall. The area required by an embankment would have meant that the residents would have lost a considerable portion of their gardens.

By contrast, in Attenborough, consultation with landowners indicated that the land to the east of St. Mary’s Church is the site of the annual village fete and is of valuable recreational use. In this case an embankment is much more suitable because the land will still be able to be used for the fete as access will be maintained.

Table 1: Scheme elements requiring planning permission

Area Reach Proposed Works

Erewash 3 „ Section of new embankment between properties on A6005 Nottingham Road and Chilwell Retail Park. 2 „ Several lengths of new embankment around Toton Waste Water Treatment Works. Attenborough 5/6 • Short section of Barton Lane to be raised. 6 • Short section of flood wall (2m high) around the new flapped outfall and culvert between Barton Lane and Attenborough. 7 • New flood wall to the south of St Mary’s Church. 7 • New embankment in the field next to St Mary’s Church. 8 • A pumping station, with kiosk, at the south western corner of The Strand. 8 • New flood wall along the full length of The Strand. 10 • Flood wall along the railway north of Attenborough including the area around the new headwall (greater than 2m high in places). 6 - 10 • Compensation works in the Attenborough SSSI. Rylands 12 „ Length of flood wall to the west of Riverside Road. 12 „ New section of embankment to tie in with existing embankment at Riverside Road.

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Nottingham Trent Left Bank FAS Design and Access Statement

4. ALIGNMENT OPTIONS CONSIDERED FOR THE STRAND

The sensitive setting of the Attenborough SSSI and the adjacent village was evident very early in the scheme development. The alignment of new flood defences through this reach was especially challenging given the local human, historic and nature conservation issues. Extensive consultation with Natural England (formerly English Nature), Nottinghamshire Wildlife Trust, the Attenborough community, Nottinghamshire County Council and Broxtowe Borough Council identified a number of constraints which the preferred flood defence alignment needed to address: • permanent loss of SSSI; • visual impact on the Attenborough Village Conservation Area; • temporary construction impacts on the Attenborough community and the SSSI; • permanent loss of hedgerow and trees; • impact on access to the SSSI, the Cricket Club and Bowling Club; • impact on the use of the sports ground and bowling green; and • impacts on the underground high voltage electrical cables running along The Strand.

Before reaching the preferred alignment, the following main alternatives were considered, which are shown in Figure 3. • Build a flood defence along the alignment of the existing hedgerow along The Strand (Alignment H). • Build a flood defence around the southern boundary of the cricket pitch along a route to minimise impact on both the existing trees and the cricket pitch (Alignment I). • Build a flood defence through the Attenborough SSSI, across the Old Fisherman’s Car Park and a grassland meadow (referred to as Glebe Field) (Alignment J).

At scoping stage it was unclear whether a flood wall along The Strand could be safely constructed, given the close proximity of the underground high voltage cables. The alignment choices I and J were therefore included as alternatives. However, following considerable consultation (refer to Appendix E of the Environmental Statement) and detailed surveys, the alignments I and J were discounted for the following reasons: • Alignment J has a significant detrimental impact on the SSSI. Planning Policy Statement (PPS) 9 ‘Biodiversity and Geological Conservation’ recommends that development should not take place within a SSSI, where there are alternative options; • neither alignment follows the principles of PPS 25 ‘Development and Flood Risk’ and its recommendation to direct development away from the floodplain; • neither alignment received the full support of statutory stakeholders including Natural England, English Heritage and Nottinghamshire County Council; • Alignment I would impact on existing mature trees and the usability of the sports ground for both cricket and football.

Detailed surveys of the cables and consultation with Central Networks have subsequently confirmed a design solution and construction method for a wall along The Strand is possible without compromising the high voltage cables.

Following the production of the Scoping Report and through the development of the outline design a number of further sub-options were considered for The Strand including: • a hybrid of Alignment J and I as described above which avoids Glebe Field; • realigning The Brook into the Old Fisherman’s Car Park and constructing the defence on Alignment J as described above;

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Nottingham Trent Left Bank FAS Design and Access Statement

These options were discounted for largely the same reasons as Options I and J above.

Variations on Alignment H were also appraised including: • building the wall along the front boundary of the properties along The Strand (discounted due to the disruption to local properties and lack of emergency access to properties in a flood event); and • using demountable defences for either the whole or part of the required height of flood defence. (Following the events of the 2007 flooding in Upton and the findings of the Pitt Report (Pitt et al., 2008) the use of demountable flood defences have been discounted by the Environment Agency because the consequences of them failing would compromise the integrity of the scheme and potentially put 16,000 homes at risk of flooding.) • raising the level of The Strand adjacent to the wall to reduce the visual height of the wall from The Strand (adopted).

Further details of the options considered along The Strand can be found in Appendix B of the Environmental Statement.

Figure 3: Alternative Alignments Considered for Attenborough Village

The preferred option is to build a flood defence along the alignment of the existing hedgerow along The Strand, reprofile the road to reduce the visual height of the wall to a maximum of 1.5m in front of the Village Green, and plant a replacement hedge in the reinstated road verge to screen the wall. The detailed design of the proposed wall will reflect the character and appearance of the Conservation Area.

The options considered for The Strand demonstrate the significance and value of the consultation process undertaken throughout the design process for the whole of the Nottingham

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Nottingham Trent Left Bank FAS Design and Access Statement

Trent Left Bank Flood Alleviation Scheme. For further details on the in depth consultation regarding alternative alignments through Attenborough and the entire scheme please refer to Appendices B and E of the Environmental Statement.

5 PLANNING POLICY

The following is a summary of more detailed applicable policies found within the Broxtowe Borough Council Local Plan. These policies have been saved by virtue of a letter dated 27th September 2007 from Government Office for the East Midlands (GOEM).

Broxtowe Local Plan (Adopted September 2004) Policy / Provisions & Requirements Comment Para. E3 Planning permission will only be In considering options for the route of the granted for development within or in the new flood defence components within vicinity of a conservation area which Broxtowe, one of the key considerations preserves or enhances the character was the need to balance impacts upon and appearance of the area having the Conservation Area at Attenborough regard to its location, scale, design and Village with the Attenborough SSSI. materials. The main impact will be from the wall along The Strand. Having regard for the diverse range of walled enclosures within the village the refined design of the proposed wall will reflect the character and appearance of the Conservation Area. The road will be reprofiled to reduce the visual height of the wall and it will also be screened by a replacement hedge on the reinstated road verge. E16 Planning permission will not be granted The route and design of the overall for development on or adjoining local scheme has evolved to reduce impact on nature reserves or Sites of Importance SINCs. for Nature Conservation, which would damage or devalue their interest, unless there are special reasons which outweigh the recognised value of the sites. Where it is accepted that there are special reasons for development which outweigh the local value of the site, the applicant shall minimise harm to the site’s features. Compensation for the loss of the site’s features of interest will be required, secured by planning conditions or negotiated planning obligations. Wherever opportunities arise, appropriate measures should be taken to enable the improvement or creation of Sites of Importance for Nature Conservation.

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Nottingham Trent Left Bank FAS Design and Access Statement

6. USE

Primarily the works will form flood defences. However, where public rights of way exist they will be reinstated either along or adjacent to the flood defences ensuring continuity of linkages and the existing recreational usage.

7. AMOUNT

The proposed works within Broxtowe (at Attenborough, Erewash and Rylands) will comprise the following: • constructing 4.78km of new walls and 1.1km of new embankment; • 2.75km of groundwater sheet pile cut-off; • raising of 935m of existing flood embankments and 650m of existing wall; • local road raising; • compensation works in the SSSI; • replacing the lock gates at Beeston Lock; • new highway drainage and a pumping station along The Strand.

Of these works only the elements detailed in Table 1 require planning permission and these are shown on Figures BR1 – BR4.

8. LAYOUT

The route chosen for the flood defences has taken into account the impacts on the local setting and residents. The defences have been designed to fit in sympathetically with the surrounding area, to reduce, and where necessary, mitigate the effects on those living nearby.

Table 2 lists the design drawings included as part of the planning application which show the proposed layout and design of the defences in the Attenborough, Erewash and Rylands areas.

Table 2: List of planning application drawings showing the proposed works. Area Key Plan & General Sections Additional Details Arrangement Erewash 108785-2700-0001 to 0005 108785-2700-0101 to 0103 108785-2700-0201 Attenborough 108785-2300-0001 to 0011 108785-2300-0101 to 0107 None Rylands 108785-2400-0001 to 0010 108785-2400-0101 to 0111 108785-2400-0201 & 0202 108785-2400-0205 & 0206

9. SCALE

The average footprint of a 2m high embankment is 15m and that of a 1m high embankment is 9m. This is based on the embankment having a 3m wide crest and having safe side slopes with a 1:3 (vertical:horizontal) gradient. A typical flood wall will have a 0.5m wide footprint, excluding the buried foundation.

The scheme is designed to be low maintenance. Routine inspections of the defences will be required and a corridor up to 5m wide will be maintained, where possible, alongside all defences for maintenance and inspection purposes. The crests of the raised and new embankments will be a minimum of 3m wide to facilitate maintenance and inspection. There will be a regular mowing regime for the grassed embankments.

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Nottingham Trent Left Bank FAS Design and Access Statement

10. LANDSCAPE DESIGN

Where trees, hedgerows or shrubs need to be removed during development they will be replaced with similar species upon completion. Where possible a mixture of young and more mature trees (native species) will be planted to accelerate the re-establishment of vegetation.

Where there are existing footpaths or cycleways along flood defence embankments that will have to be temporarily diverted during the works they will be reinstated to the existing or improved standard.

Details of the comprehensive mitigation and improvement measures that will be undertaken as part of the scheme to reduce the effects on receptors are described fully in the Environmental Statement (See Appendix F). It will be noted that the external materials of the proposed wall around Attenborough village have been the subject of discussions with the local planning authority. For the reach of the wall along the sensitive setting of The Strand, the surrounding ground levels will be reprofiled and a new hedgerow, comprising native species, will be introduced on The Strand facing side of the wall (see Plates 1 and 2). In addition, local ground levels will be raised beside the proposed flood wall adjacent to Ireton House and St Mary’s Church. All these measures will “soften” the impact of the wall and help its assimilation into the local environment.

Plate 1: Visualisation of the proposed flood wall and hedge to be planted along The Strand, Attenborough

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Nottingham Trent Left Bank FAS Design and Access Statement

Plate 2: Visualisation of the proposed flood wall along The Strand from the cricket ground side

11. APPEARANCE

Flood embankments will be grass-seeded which will not only be complementary to the existing amenity character of the area, but will also allow general recreational use, such as dog walking, to continue in the area.

The flood walls will have a rough textured surface to allow small mammals to climb the wall to escape from floods.

12. ACCESS AND INCLUSIVITY

In some places along the length of the flood defences, for example at the Village Green in Attenborough the Environment Agency are planning to install flood gates in the flood wall. This is to allow access to be maintained once the defence works have been installed whilst ensuring that the integrity of the flood defences is not compromised.

Where there are existing footpaths or cycleways along flood defence embankments that will have to be temporarily diverted during the works, they will be reinstated to the existing or improved standard either along, or adjacent, to the flood defence.

The scheme is designed to be low maintenance. Planned inspections of the flood walls and embankments will be required annually. An access easement, up to 5m wide, will be maintained alongside all floodwalls for maintenance and inspection purposes. Crests on raised and new embankments will be a minimum of 3m wide for maintenance and inspection access. Sluices and other structures will be inspected and maintained in accordance with Environment Agency procedures and the manufacturer’s recommendations.

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Nottingham Trent Left Bank FAS Design and Access Statement

13. SUMMARY

Should the proposed flood defence improvements not proceed, there will be long-term adverse effects of flooding on Attenborough, Erewash and Rylands as well as other parts of the Greater Nottingham conurbation. The standard of protection currently provided to the majority of the scheme area is less than that recommended by the Department of Environment, Farming and Rural Affairs (Defra). Over time, the existing defences in Rylands and Erewash would deteriorate and the risk of flooding would increase for the whole scheme area.

The proposed works will result in an improved standard of protection for a total of 3,191 properties and businesses in Attenborough, Erewash and Rylands. This has additional associated benefits for property values, development opportunities and reduced insurance premiums.

Much of the scheme enjoys permitted development rights and only a few elements require formal planning permission. The siting and scale of those elements are, to some extent, dictated initially by engineering considerations, but all these components have also been subsequently influenced by design and environmental considerations.

Accordingly the scheme subject of the current planning application is considered to comply with acknowledged design and access requirements.

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Field M I LT O N CR N E B SC W EN T m 9 0594 .8 8 2 M B A Works Pavilion E N A L G N L T O L

26.5m

G N

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SP V NOTTINGHAM TRENT LEFT BANK BM 26.55m I Pond

th FB a P ATTENBOROUGH R FLOOD ALLEVIATION SCHEME SP NATURE RESERVE

P Water ath (u Sections Requiring Planning Permission m) and Working Areas

E AN L 0073 G N LO 26.8m Broxtowe Borough Council Sheet 3 of 4

27.4m

F ER 4370 ND A FB LE

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SE 5 G O R D O E N P U C a L t N O h E S V E A E L A D N E L Contract no. Approved: Date: Contract L A

n Foot Bridge o ti Field House ta S 7 108806 SB Oct d08rawing no.

23 Scale : 27.1m

1 5

s 1:5,000 (at A3) t e u h tn T s Long Acres e 3657 h C 4 Drawing no. th 26.8m a P

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I G

T E Figure BR.3

L O P:\108806 - Left Bank Detailed Design\60_Generated documents\62_Generated Drawings\MapInfo\Planning 2008 Drawings\Figures BR1-3\Broxtowe figures.WOR Works Designed Date: C Copyright Black & Veatch 2008 AB Oct 08

Sewage Works Works Checked SB Date: Oct 08

This map is reproduced from the OS map by the Environment Agency with Drawn Date: E NU JP Oct 08 E AV H H T the permission of the controller of Her Majesty's Stationary Office, Crown G EI BEESTON Copyright. Unauthorised reproduction infringes Crown Copyright and may Checked AB Date: Oct 08

lead to prosecution or civil proceeding Licence Number 100026380, 2008. S

D Tanks

A L Y Reviewed Date: R SB Oct 08

NT CRESCE LEYTON Rev. Nature of Revision Drawn Chkd. Rvwd. Appd. Date Tanks

N UE O EN T V

S A H E HT E IG

B E

Tank

Refuse Tip

WORKS REQUIRING Recreation Ground PLANNING PERMISSION

l a n a C n to s WORKING AREA e e B

BEESTON RYLANDS RYLANDS BEESTON

L T E

P O

L ET

D A O R Refuse Tip Y R O T IC AD V O R R A LG FA A T R T N E C E S T E L R C

T S A E T r a c k T R E N T B R E O E C A W D E H S A T V E N U C E R Recreation Ground E S C E E N U T N E V A H C IR B

E L S W IC D K N A D E O R L R S Y I V O R E N O T R IC O V A D

Pumping

E Station th U a N P E g V in A w o Y T O d n R a k c ra T e cl y C

E I V R D K IC W S L E

M 25.3m E A D Jolly O W D Anglers R A O O A R D E L IL V N E E R S O G L C D Beeston O O Rylands W K C O School L BEESTON

Appleton Court

E U LK N O E FF V U A Works S l a ol n ho a

c RYLANDS s S C ant n nf to e I s al e t V e Beeston Rylands ren B n T sto School Bee

M E A D O W R O A D

E NU VE A LL A NW R O C

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T R E A N P T P

R L E O T A RYLANDS CLOSE O D N R O A D

E S O L C

ER T A S L AC O

D U Rugby Ground N S M O R E E C ID L S O L S A E N A C S O U T H R O A D

D A RO E AL V T EN TR

Attenborough Nature Reserve

Boat and Horses

Rugby Ground

Water

L o n South g D la A n S Court O d O R s Sports Ground NT U E T TR H R O C E E S A lo LO s THORND C D e IKE E ID S AL AN D Allotment Gardens C I al an C on st R Se e I V B E R

I D

R L O

A D A BEESTON BEESTON RYLANDS RYLANDS AN

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S O U T H R O A D ETL Sports Ground

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l ana Sports Ground n C esto Be

D OA S R HN Caravan Site JO

I V E R S FB I D AD Trentside E IDE RO ERS R RIV O Foot Bridge A D

D Pond OA E R AK J Beeston Marina

Caravan Site

BM 26.76m

Attenborough Nature Reserve Depot Caravan Site Shingle E I L E Club E Beeston N

R D Lock O A A Tow O ing D Path R 26.2m BER AM

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ge BM 25.67m Sta e ding Landing ag Lan St h Pat

BM 27.26m Landing Stage

nt Tre S er lo Slo Riv pi p ng in M g M as as on o Path ry nry

BM 25.50m

Weir

BEE nt STON e r T er iv R WEIR T N 26.5m E R R i NOTTINGHAM TRENT LEFT BANK v e r T re n t T R FLOOD ALLEVIATION SCHEME

v e ro G E E S on O lift L C C Sand and Shingle K O O R B A E IV L Sections Requiring Planning Permission R and Working Areas

CRESCENT Broxtowe Borough Council Sheet 4 of 4 E D SI VE O GR

r e t a w k c a B

SE LO C E AL LD IL M

Clifton Contract no. Approved: Date: Contract Sand and 9599

e t Shingle a Bo W r no. o drawing C on st 108806 SB Oct 08 & U dy A nst B Co Co

CR Ri Bdy ver Trent Scale :

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P:\108806 - Left Bank Detailed Design\60_Generated documents\62_Generated Drawings\MapInfo\Planning 2008 Drawings\Figures BR1-3\Broxtowe figures.WOR