Melton En v ir o n m e n t Borough ENGLISH defro^ A g e n c y (D Council NATURE En v ir o n m e n t A g e n c y

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MIDLANDS REGION

Olton Court, 10 Warwick Road Olton. Solihull B92 7HX

The control structure Foreword

by Councillor David Wright, Chairman: Rural, Economic and To complete this major alleviation scheme from a Environmental Affairs Committee, Melton Borough Council standing start on a Site of Special Scientific Interest and next to a main railway line, in less than five years is a Melton Mowbray residents have been unfortunate to remarkable achievement which I, for one, and the have suffered six serious flooding incidents in the five years people of Melton Mowbray, will always be indebted. since Easter 1998.

164 properties in Melton flooded at Easter 1998, many again the following Christmas day and again just three weeks after that. There have been a number of 'near misses' since.

Melton Borough Council has always attempted to be as constructive as possible, there to help local people, because it is placed to do so; to help not just during the immediacy of a flood emergency, but also resolving problems and issues for the longer term and wherever possible working in partnership with others.

So much more can be achieved when organisations work together rather than independently. This is exactly the case here. I know it has been hard work, but there is a real sense of achievement for Melton Borough Council in working with, and supporting the work of, the Environment Agency on the Melton Mowbray Flood Alleviation Scheme. Innovation Innovation through partnership Melton Melton Mowbray flood alleviation scheme .CL ■C B EB t0 ex. • c 3 1 -c

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— 5 o 5 Introduction c0 1 2 The historic market town of The town has developed around the Melton Mowbray is situated in the of the Eye, north east of and has a Scalford Brook and Thorpe Brook population of over 25,000 people. which join together in the town to Melton Mowbray is home to form the River Wreake. manufacturers, and research and The River Wreake is the principal educational institutions of national of the River Soar, which it importance. The town has a long joins at Cossington, south-east of established association with pork pies Loughborough approximately 24km and Stilton cheese. There is also a downstream of Melton Mowbray. long history of flooding. j

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& History of flooding

Flooding has occurred frequently in In the houses there, the rose This rainfall was not exceptional, Melton Mowbray and surrounding so high that it swam the ornaments but it fell onto land that was already villages, with records dating back to off the chimney pieces in the rooms saturated and immediately ran off into 1828. On average, flooding has on the ground floor'. and brooks whose flows were occurred approximately once every already high for the time of year. In August 1922, nearly four inches of five to six years. The worst recorded fell in 24 hours causing extensive The area that flooded was extensive. instances were in 1852, 1875, 1880, flooding. Huge volumes of water As well as significant flooding to 1882, 1897, 1900, 1922, 1932, 1954, flowed through the town. At its agricultural land downstream of the 1974, 1975 and 1998. height there was reported to be ten town, severe flooding was In November 1852, 2 inches of feet of water at the lowest part of experienced in Melton Mowbray itself. rain fell in Leicestershire in 24 hours. Burton Street. A relief fund was Here, the flooding was mainly caused At Melton Mowbray, 'many sheep opened in the town in order to assist by the River Eye spilling out of its and pigs were washed away and at some of the poorest sufferers. banks at the confluence with the Frisby on the Wreake the flood was Scalford and Thorpe Brooks. Some In Easter 1998, England and Wales greater than any the oldest inhabitant streets were up to a metre under were hit by one of the worst flood can remember'. water and 164 properties were events in living memory. The Midlands flooded in the town. This flooding has In July 1875, heavy and incessant suffered unusual meteorological since been categorised as a 1 in 50* rain added to already swollen conditions and Melton Mowbray was year flood event. in the area. The Scalford Brook and on the northernmost edge of the the River Wreake were 'swollen rainfall. Although the actual rainfall in The factory units of Pedigree to an extent unsurpassed in the Melton Mowbray was not as great as Masterfoods, one of the country's memory of any person living in in some other areas, 56mm of rainfall major suppliers of pet foods, were Melton Mowbray'. 'The rise of water in 24 hours was recorded at the amongst industrial premises flooded. in the Thorpe End was not only such Agency's rain gauge at Whissendine, Indeed, had the works not been on a that had never been known before, upstream of Melton Mowbray. holiday shutdown at the time of the but was so fearfully sudden as to give Easter 1998 , the financial losses no time for preparation. At its to the company would have been highest the water was just up to the much higher. Peacock Inn in Sherard Street. Innovation Innovation through partnership

Left Easter 1998

• floods ore categorised by their site and the frequency with which they con be expected to occur. A 1 in 5 year flood is one that has a 20% chance of happening in any year - this Is a relatively minor flood. A I in 100 year flood has only a 196 chance of happening in any year, but its

effects can be enormous. Melton Mowbray flood alleviation scheme Melton Mowbray flood alleviation scheme Innovation through partnership schemes on the River Wreake the on schemes former Trent River Authority carried carried Authority former out pioneer improvement works works improvement pioneer out Although the town's historic mills are no are mills historic town's the Although tree clearance. and tree of removal the involving the 1969 and 1967 Between rqetfodn ftewsln. In washland. the of flooding frequent poor to rise give river the in levels water high resultant the and remain still river has long since been abandoned, abandoned, been since long has river the of navigation the and used longer Previous flood alleviation flood Previous Water Authority to investigate and investigate to Authority Water the late 1970s, these conditions conditions these 1970s, late the cause and conditions land prompted the former Severn Trent Severn former the prompted prepare an improvement scheme for the for scheme improvement an prepare River Wreake. River ul cee Sbeunl, uig the during Subsequently, scheme. full economically viable to carry out the out carry to viable economically oee, twsntcniee t be to considered not was it However, frequency of flooding. of frequency to increase the capacity at capacity channel the increase to as out carried was work re-sectioning worked out gravel pits were utilised toutilised were pits gravel out worked the reduce to and flows lower programme maintenance aof part lakes were constructed downstream of downstream constructed were lakes and dredging channel some 1980s, Melton Mowbray. Here, a series of series a Here, Mowbray. Melton balancing Frisby 1980s, late the In h aesse i eind to designed is system lake The theof reaches lower the protect to contain sufficient water to provide a provide to water sufficient contain area storage water off-line an provide ra ontem f Frisby. of downstream areas River Wreake from frequent flooding. frequent from Wreake River 1 in 5 year standard of protection to protection of standard year 5 in 1

ubro cee hv been have schemes of number A watercourses to reduce water levels inlevels water reduce to watercourses local other on out carried vns e. clod a o Scalford on Scalford eg. events, icag rmti aecus into watercourse this from Melton town centre. town Melton of rate the controls which Brook flood minor in Mowbray Melton Below Frisbybalancing lake Background to the scheme

Following the Easter 1998 floods, over 250 properties downstream the Environment Agency started a on the River Wreake were at risk from feasibility study to investigate whether a 1 in 100 year flood event. an alleviation scheme to cope with A computer model was used to such severe conditions was practical. identify the key factors affecting While this was taking place, the flood flooding and to investigate a warning service for Melton Mowbray variety of options for flood alleviation was extended so that in times of in Melton Mowbray. flood, residents could have a better chance of protecting their property Options investigated included and possessions. upstream work to control the flow, improvements to weirs and sluices, The assessment of flood risk in Melton dredging the channel, floodbanks or identified that approximately 400 walls, relief channels and providing residential, commercial and industrial additional capacity at a number of properties in the town, (including bridges on the river. schools and the railway station) and

Partnerships and funding

The Melton Mowbray Flood Alleviation Scheme was approved and financed by the Regional Flood Defence Committee.

Contributions were made by the Department for Environment, Food and Rural Affairs (Defra) in the form of Grant Aid.

In partnership with Melton Borough Council, the Environment Agency promoted a private funding venture Innovation through partnership with local businesses to cover a proportion of the construction costs.

Left The Ham Bridge Silt trap Mowbray flood alleviation scheme Melton Mowbray flood alleviation scheme ® Innovation through partnership A scheme cannot be developed without without developed be cannot scheme A osdrn teefcs t a aeo te local the on have may it effects the considering exhibitions, leaflets and project progress notices, notices, progress project and leaflets exhibitions, articles, newspaper features, television radio included and This schemes. awareness and Agency the scheme, the to Prior of scheme. the preparation the during place took parties recreation. and conservation archaeology, as nature such area the in any and interests special occupiers and landowners population, neetd parties. interested undertook a programme of public consultation consultation public of programme a undertook interested all with consultation Detailed press releases and direct liaison with with liaison direct and releases press Consultation with a wide range of organisations, of range wide a with The main issues covered during the consultation consultation the during covered issues main The groups, members of the public etc. public theof members groups, utilities, public agencies, Government authorities. local including individuals and groups xesv oslain eecrid out carried were consultations Extensive adwes wllf rus lcl interest local groups, wildlife landowners, As part of this process, an Environmental Environmental an process, this of part As to apply to had also Agency The were: process wtrqaiy pluin eoin and pollution, quality, water • on scheme the of impact the • cntuto ipcso ln use, land on impacts construction • permission for the scheme. the for permission Statement was published for public consultation. public for published was Statement planning for Council Borough Melton environmental for potential the • eintd niomna stsad existing sitesand environmental designated nacmn measures. enhancement risk flood and management traffic archaeology, issues siltation species and habitats The scheme in detail

As a result of the feasibility study, the chosen option was to construct on-line flood storage upstream of Melton to provide a 1 in 100 year standard of protection for Melton Mowbray.

The scheme involved:

• construction of a dam upstream of Melton Mowbray for the temporary storage of flood water

• railway embankment stabilisation works

• construction of minor floodbanks at Brentingby

• installation of a filter in the at Ham Bridge

• construction of silt traps in the channel at Ham Bridge on the River Eye and on Burton Brook. Innovatioi Melton Melton Mowbray flood alleviation scheme Q Melton Mowbray flood alleviation scheme Innovation through partnership with a sediment filter of willow and and willow of filter sediment a with in starts flooding when flows higher At silt the create to sites two the from quantity the reduce to designed were sections widened of consist These the full width of the floodplain. the of width full the within the natural river channel, which which channel, river natural the within silt construct to was step first The hazel which has been planted across across planted been has which hazel at trap silt the floodplain, the was material stockpiled The traps. Approximately year. the throughout downstream deposited silt of traps at Ham Bridge and adjacent to adjacent and Bridge Ham at traps Ham Bridge will work in conjunction conjunction in work will Bridge Ham works. the of phases later within used Sawgate Road on the Burton Brook. Brook. Burton the on Road Sawgate 1 3,OOOm3 of material was excavated excavated was 13,OOOm3 material of n the and etn Mowbray Melton River Wreake River Phase 1 Phase

hr i mtee isc n plant and insect smothered it where land. the across travels it as floodwater eoiiswihalw upne silt suspended allows which velocities the and section cross increased The flf hc otiue t is Siteof its to contributed which life of diversity wide the support to river the of ability the endangering was silt the remove will filter The out. settle to Special Scientific Interest (SSSI) status. (SSSI) Interest Scientific Special of action choking The river. the in life channel the into silt this dropped have would water receding the Previously, the by carried silt the of much planting results in much lower flow lower much in results planting was completed on time in July 2001, 2001, July in time on completed was okbgn n eebr20 and 2000 December in began Work floodwater. receding the for traps silt final circumstances such as the Foot and Foot the as such circumstances ept eascue b unforeseen by caused delays despite back drain to converge will flows flood into the river. These will act as the as act will These river. the into ot outbreak. Mouth Ham Bridge and Brentingby, where where Brentingby, and Bridge Ham between SSSI the within planted been also have trees of pockets Isolated Phase 2

The dam is approximately 650 metres long, with a crest 3 metres wide to provide vehicular access for maintenance by the Agency. In view of the large volume of water that will be temporarily stored in the event of a flood, the flood storage area created had to be designed to satisfy the requirements of the Reservoirs Act 1975. In order to ensure that the safety of communities downstream of the flood storage area was not reduced, the design of the control structure and other engineering works for the storage area had to be approved and The main feature of phase 2 The three openings are controlled by supervised by a specialist reservoirs was the construction of a dam and electrically operated penstocks (sluice panel engineer. control structure in the River Eye at gates). Each is large enough on its own Brentingby, about 2km upstream of to pass the maximum permitted The main to Peterborough Melton Mowbray. onward flow when fully open. railway line runs along the river and across the flood storage area. The purpose of the storage reservoir is The three openings together occupy The river control structure was to control the downstream flow. A dam the full width of the river channel and constructed separate from, constructed just upstream of the all remain open in normal use, but immediately upstream of, an railway crossing at Brentingby junction minimising the impact on the river's existing railway bridge across the river. restricts the volume of water allowed to flow regime at normal levels. Flow The railway embankment to the east travel down from that point and stores sensors within the dam structure will effectively be surrounded by the excess in times of flood. This area continuously monitor the flow in the floodwater when the lake fills. The will temporarily store all excess water river. When the critical flow is reached, safety and stability of the railway was for events categorised as between the penstocks will automatically therefore, a major design consideration 1 in 5 years and 1 in 100 years. operate to prevent excess water from and stabilisation works on 2 kilometres Extreme flood events greater than being passed through. A level gauge of railway embankment were required. 1 in 100 years, will be reduced in downstream in Melton will also trigger magnitude as the flood storage area the penstocks to operate if a critical The channel upstream of the control will store flood water until it is full, level is reached. Back up devices have structure had to be modified in order when the overflow from the storage been incorporated into the design and to direct water in a straight line under will operate, releasing excess flood in the event of power failure, all control the railway. Scour protection works water back into the River Eye. equipment can be operated manually. were provided both upstream and Innovation through partnership The floodwater will then undergo The control structure is housed within a immediately downstream of the control controlled release from the storage area dam so that it ties in with high ground structure to reduce erosion during a by means of three automatically to the east and west. The dam mainly flood event, particularly where the river controlled openings in the dam. comprises an earth embankment which runs parallel to the control structure and beneath the railway bridge. The control structure has been is retained on the upstream of the left Wherever possible, 'soft engineering' designed to minimise the risk of by sheet piles in order to bank protection has been used. operational failure, to minimise future minimise the width of the dam. This consists of geotextiles and pre­ maintenance requirements and to This minimised the encroachment on seeded coir matting. satisfy environmental criteria. The need the river channel and will protect the to minimise additional flooding in the dam from erosion. The dam has been Elsewhere, flood defences have been storage area led to the choice of a designed to retain approximately built to protect properties in Brentingby. 3.7 million cubic metres of water to a more sophisticated level regulated Work on the second phase of the maximum level of 79 metres above control, rather than a simple orifice. scheme commenced in August 2001 ordnance datum and is a maximum of and construction was completed in 4.5 metres high above the floodplain. December 2002. Melton Mowbray flood alleviation scheme © Melton Mowbray flood alleviation scheme Innovation through partnership There are scheduled ancient monuments at Wyfordby and Wyfordby at monuments ancient scheduled are There works were commenced. were works of mediaeval farming techniques. The layout of the flood flood the of layout The techniques. farming mediaeval of start. the from process consultation the in involved was to considered also was scheme the by affected area The The 'green engineering' measures were the first part part first the were measures engineering' 'green The type this that time first the is and concept new a is This storage area was designed to minimise loss of this this of loss minimise to designed was area storage result the are which systems, field furrow and ridge ancient outset. the from process design was fully involved throughout to ensure that the the that ensure to throughout involved fully was throughout the life of the project. Consultations with with Consultations project. team the the of lifeof part the key a be to throughout continued and beginning the the of safeguarding the as installed be to scheme the of help to UK the in flooding. tried control been has engineering' 'green of hazel. and willow coppiced of of filter planting sediment a dense and traps sediment included These motn hsoia feature. historical important (not related to the issue of flooding). of issue the to related (not phosphate and silt excessive from threat under already Nature English and project the in issues key the of one as designated been has It England. southern and central Stapleford and a significant portion of the site contains contains site the of portion significant a and Stapleford Heritage English so and potential archaeological high have and selection option the to integral were Nature English situated is area storage flood the which on land The English Nature was brought into the project team from from team project the into brought was Nature English construction major any before imperative was SSSI status. SSSI the maintain to scheme were the quality into water built the manage help to features Several land agricultural surrounding from intrusion was SSSI the of protection The and plant supports. itof life variety wide invertebrate the and water its , of Eye River quality the the that way the of because such in streams clay of representative river, a of lowland example semi-natural exceptional an is SSSI The (SSSI). Mowbray, Melton of Downstream communities. Prior to the scheme, the integrity of the SSSI was was SSSI the of integrity the scheme, the to Prior scheme. the by damaged not was SSSI is sited within the River Eye Site of Special Scientific Interest Interest Scientific Special of Site Eye River the within sited is more and floodplain broader a develops Wreake River the maintenance of rich and diverse plant and animal animal and plant diverse and rich of the for suitable maintenance conditions of range a providing the of features natural the Mowbray, Melton of Upstream rnucd meanders. pronounced River Eye comprise , pools, small cliffs and meanders meanders and cliffs small pools, riffles, comprise Eye River archaeological considerations archaeological Environmental and Environmental

The Agency has sought, wherever possible, wherever sought, has Agency The the completing whilst Wyfordby near uncovered villa alongside ford mediaeval a was first The uncovered. were h id a md n registered. and made was finds the mediaeval a was second The Brook. Burton on the trap silt social impacts, transport arrangements and waste and arrangements transport impacts, social materials, construction ofuse its of consideration through sustainability, on guidelines practice good to adhere to appearance. natural undertaken. been has planting landscape structure, of record full a cases, both In stabilisationworks. railway the for work excavation the in uncovered abutments bridge aaeet arrangements. management sources, energy materials, ofre-use excavated more a have banks the that ensures which planting incorporated also have works protection Bank control the of impact visual the toreduce order In finds significant two process, theconstruction During How does the scheme work ?

• The structure controls the downstream river flow, • the total surface area of water between the control restricting it to a volume that can pass through structure and Ham Bridge with the scheme in the Melton Mowbray without flooding any buildings 1 in 100 year event will be 2.36 km2

• any flow in excess of this will be held back and stored • 'green engineering' techniques protect the SSSI with: temporarily until upstream flows decline. The water will - upstream sediment traps then be gradually released into the River Eye in a controlled manner - upstream green sediment filter of densely planted willow coppice to control floodplain • in the 1 in 100 year event, water will be stored to a flow and encourage sediment to be deposited outside depth of up to 4.5 metres above the existing floodplain of the SSSI • the maximum volume of water that will be temporarily - green barriers of willow coppice to stored in the 1 in 100 year event will be 3.7 million control sediment wash-off from the adjacent cubic metres (m3). Prior to the scheme, the natural fields at key locations. storage of the area was approximately 500,000m3 Melton Mowbray flood alleviation scheme Innovation through partnership h uue River facts future- The and monitoring and lc o nueta eecswr properly. work defences that ensure to clock achieved. are works The following are being monitored to determine determine to monitored being are following The management long-term require will filter sediment The essential to ensure that the benefits of the improvement improvement the of benefits the that ensure to essential of the scheme has been established with English Nature. Nature. English with established been has aspects scheme the environmental of the monitoring of programme A establishment. after rate growth the years, on five to three depending every basis being rotational a vegetation on the with coppiced coppice, hazel and willow as intervals. appropriate at traps silt the impacts of the scheme and the success of the the of success the and scheme the of impacts the Sediment will need to be removed from the sump of the the of sump the from removed be to need will equipment. associated Sediment and penstocks the of and inspection maintenance and sumps of debris clearance including removal, required be will maintenance Regular the around available are staff Agency Environment are monitoring and maintenance river Regular iiain measures: mitigation maintenance • success of the artificial bat roosts in the the in roosts bat artificial the of success • SSSI the through levels phosphate construction dam' • 'green post SSSI the in loading silt • • presence and type of crayfish in the new silt traps. silt new the in crayfish of type and presence • areas planting new of success • over areas spawning gravel of condition • a five year period year five a new control structure control new

floodplain varies from about 70 metres at Melton Mowbray Mowbray Melton at metres 70 about from varies floodplain Eye, River the headwater itsand River Wreake The The catchment upstream of Melton is predominately rural predominately is Melton of upstream catchment The h oa acmn ra fte iesWek n Ee is Eye and RiversWreake the of area catchment total The ih oln pn xoe rde n vleswt sparse with valleys and ridges exposed rolling open with prxmtl 42m ihtecthetae on to down area catchment the with 412km2 approximately reaches. lower the in atThrussington metres 700 about to Left Adjacent to the confluence is a large pet food factory factory petfood large isa confluence tothe Adjacent bridges. rail and roadof number a byis river crossed The town. theof centre the through west to eastfrom flows and Brook Thorpe Eye, River the of confluence The reservoir storage flood A farms. and housing scattered and Park Stapleford and Wyfordby Brentingby, Lazars, Burton at settlements small are There landscape. the of development fields, furrow and ridge as such Features cover. tree Leicestershire/ border. The width of the of width The border. Leicestershire/Lincolnshire the near Belvoir Valeof the of fringe the Bescabyon at rise is located on the Scalford Brook to the north of the town. the of north the to Brook Scalford the on located is historical the indicate enclosures and hedgebanks instrumentation building instrumentation Melton Mowbray being about 207km2. about being Mowbray Melton from the coalfields up to Melton Mowbray and Mowbray Melton to up coalfields Derbyshire the from 3A 14 was The Mowbray. Melton up to Syston at mill. awoollen as useprevious site's the from inherited sluices) and structures(weirs, control river historical associated with Masterfoods) (Pedigree of edge eastern the at Brook occurs Scalford aly cue a eeedo n rd n te aa closed canal the and trade in drop severe caused a valley, the on carried was wool and produce Market extended. then which RiverWreake, the become to Mowbray Melton View from the towardsView from dam aa cnsil ese i tevle, u h rvri nois river the but valley, the inseen be still can canal thereby gateslock the replace locksto the at constructed further was navigation the when Oakham to later of means by feet 71 of totala rose longand miles Soar River the from locks of construction the by navigable made was RiverWreake the century, late eighteenth the In retaining water levels for the mills. A few traces of the old the of traces few A mills. the levelsfor water retaining were weirs Stone 1876. in later years 100 than less the through runs still which railway, the of coming the but 1 in 794, opened Navigation' 'Wreake The journey. return longer navigable. longer 1 2 broad locks. It enabled carriers to move mainly coal mainly move to carriers enabled It locks.1 broad 2

Key facts

Number of properties protected from a 100 year flood event: 650

Total cost of scheme: £6.7 million

Scheme commenced: October 2000

Scheme completed: May 2003

Length of dam: 650 metres

Width of dam crest: 3 metres

Height of dam above the floodplain: 4.5 metres

Reservoir storage volume when full: 3.7 million3 (approx)

Area inundated when reservoir full: 2.4 km2 (approx)

Area planted with willow and hazel coppice: 1.3 hectares

Area planted with reedbed: 0.7 hectares

Length of new hedging planted: 1.5 kilometres

Area of other tree planting: 1 hectare

Area of rough grassland established: 5km2

Area of managed wet pasture: 18 hectares

Consultants -c t:I o CL -C and contractors &> oa

During the design and construction of the scheme, the following consultants and contractors were engaged (in alphabetical order):

ADAS Environmental Services Group Ltd Arup Faithful and Gould Baker Shephard & Gillespie Franklin & Andrews Binnie, Black and Veatch GBG Geophysical Surveys Brett Countryside Services Ltd Posford Haskoning Rodney Bridle Smiths Gore John Chatterton & Associates G Tomlinson & Sons Ltd Edmund Nuttall Ltd MIDLANDS REGION ADDRESSES

REGIONAL OFFICE LOWER SEVERN UPPER TRENT LOWER TRENT Environment Agency AREA OFFICE AREA OFFICE AREA OFFICE Sapphire East Environment Agency Environment Agency Environment Agency 550 Streetsbrook Road Riversmeet House Sentinel House Trentside Offices Solihull Newtown Industrial Estate Wellington Crescent Scarrington Road West Midlands B91 1QT Northway Lane Fradley Park West Bridgford Tel: 0121 711 2324 Tewkesbury GL20 8JG Lichfield WS1 3 8RR NG2 5FA Fax: 0121 711 5824 Tel: 01684 850 951 Tel: 01543 444 141 Tel: 0115 945 5722 Fax: 01684 293 599 Fax: 01543 444 161 Fax: 0115 981 7743 UPPER SEVERN AREA OFFICE Environment Agency Hafren House Welshpool Road Shelton Shrewsbury SY3 8BB Tel: 01743 272 828 Fax: 01743 272 138

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