Proposed Lidl Store, Kendal Flood Risk Assessment and Drainage Strategy October 2020

Proposed Lidl Store, Kendal

Flood Risk Assessment and Drainage Strategy

October 2020

Proposed Lidl Store, Kendal - Flood Risk Assessment and Drainage Strategy D/I/D/139447/01 – Issue 2 FINAL

CONTROL SHEET

CLIENT: Lidl GB Ltd. PROJECT TITLE: Proposed Lidl Store, Kendal REPORT TITLE: Flood Risk Assessment and Drainage Strategy PROJECT REFERENCE: 139447 DOCUMENT NUMBER: D/I/D/139447/01 STATUS: FINAL

Name Signature Date

Prepared by J. Shelton J. Shelton 25.09.20

Checked by D. Nicholls D. Nicholls 25.09.20

Approved by M. Taka M. Taka 25.09.20

Issue & Approval Schedule Issue Approval &

Rev. Date Status Description Signature

Updated to reflect 1 01.10.20 FINAL comments from Check client

Approve

Revision Record Revision By

2 Check

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This document has been prepared in accordance with procedure OP/P02 of the Fairhurst Quality and Environmental Management System. This document has been prepared in accordance with the instructions of the client, Lidl GB Ltd., for the client’s sole and specific use. Any other persons who use any information contained herein do so at their own risk.

Proposed Lidl Store, Kendal - Flood Risk Assessment and Drainage Strategy D/I/D/139447/01 – Issue 2 FINAL

Contents

INTRODUCTION ...... 1 LEGISLATIVE FRAMEWORK ...... 2 DEVELOPMENT SITE ...... 8 SOURCES OF FLOOD RISK INFORMATION ...... 12 POTENTIAL SOURCES OF FLOOD RISK ...... 17 MITIGATION MEASURES ...... 25 SURFACE WATER DRAINAGE ...... 27 FOUL WATER DRAINAGE ...... 28 DEVELOPMENT POTENTIAL ...... 29 CONCLUSIONS ...... 30

Appendix A: Topographical Survey Data

Appendix B: Proposed Layout

Appendix C: EA Product 4 Data

Appendix D: United Utilities Response

Appendix E: South Lakelands District Council FOI Response

Appendix F: United Utilities Plans

Appendix G: Flood Warning and Evacuation Plan

Appendix H: CCTV Survey Report

Appendix I: Sequential Test

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Introduction

Fairhurst have been appointed to undertake a Flood Risk Assessment (FRA) and Drainage Strategy (DS) in support of the proposed development of a new Lidl store in Kendal. The proposal is to convert the existing Homebase store in Kendal to provide a new Lidl store; the location of the site is provided in Figure 1.

Figure 1 - Site Location The aim of this report is to evaluate the current proposals with regard to flood risk and identify potential flood risk to and from the development site. Fairhurst have carried out the following: i. Assessment of the redevelopment potential of the site with regards to flood risk in line with the National Planning Policy Framework (NPPF) and Flood Risk and Coastal Change Planning Practice Guidance (PPG). ii. An assessment of the surface water runoff. iii. An assessment of the foul water flows.

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Legislative Framework

2.1 National Planning Policy

One of the key aims of the National Planning Policy Framework (NPPF) and Planning Policy Guidance (PPG) is to ensure that flood risk is taken into account at all stages in the planning process to avoid inappropriate development in areas at risk of flooding, and to direct development away from areas at highest risk. Where new development is, exceptionally, necessary in such areas, policy aims to make it safe without increasing flood risk elsewhere and where possible, reducing flood risk overall.

A risk-based approach should be adopted at all levels of planning. Applying the source pathway-receptor model to planning for development in areas of flood risk requires:

 a strategic approach which avoids adding to the causes or “sources” of flood risk, by such means as avoiding inappropriate development in flood risk areas and minimising run-off from new development onto adjacent and other downstream property, and into the river systems;

 managing flood “pathways” to reduce the likelihood of flooding by ensuring that the design and location of the development maximises the use of SuDS, and takes account of its susceptibility to flooding, the performance and processes of river/coastal systems and appropriate flood defence infrastructure, and of the likely routes and storage of floodwater, and its influence on flood risk downstream; and

 reducing the adverse consequences of flooding on the “receptors” (i.e. people, property, infrastructure, habitats and statutory sites) by avoiding inappropriate development in areas at risk of flooding.

A FRA should be carried out to the appropriate degree at all levels of the planning process, to assess the risks of all forms of flooding to and from development taking climate change into account. The Sequential Test is required for this development which is classified as a major development and located within Flood Zone 3.

In areas at risk of river or sea flooding, preference should be given to locating new development in Flood Zone 1. If there is no reasonably available site in Flood Zone 1, the flood vulnerability of the proposed development can be taken into account in locating development in Flood Zone 2 and then Flood Zone 3. Within each Flood Zone new development should be directed to sites at the lowest probability of flooding from all sources.

Flood risk has been categorised as High, Medium and Low based on the probability of inundation. Extracts from Tables 1, 2 and 3 of the Flood Risk and Coastal Change PPG are provided below, which highlights the likely response to planning applications within each Flood Zone.

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Commercial development is categorised as “less vulnerable” and therefore should only take place within Flood Zones 1, 2 or 3a provided suitable mitigation measures have been undertaken. Table 1 - Extract from the Flood Risk and Coastal Change Planning Practice Guidance

Zone 1 Low Probability Definition This zone comprises land assessed as having a less than 1 in 1000 annual probability of river or sea flooding in any year (<0.1%).

Appropriate uses All uses of land are appropriate in this zone.

Flood risk assessment requirements For development proposals on sites comprising one hectare or above the vulnerability to flooding from other sources as well as from river and sea flooding, and the potential to increase flood risk elsewhere through the addition of hard surfaces and the effect of the new development on surface water run-off, should be incorporated in a flood risk assessment. This need only be brief unless the factors above or other local considerations require particular attention.

Policy aims In this zone, developers and local authorities should seek opportunities to reduce the overall level of flood risk in the area and beyond through the layout and form of the development, and the appropriate application of sustainable drainage systems.

Zone 2 Medium Probability Definition This zone comprises land assessed as having between a 1 in 100 and 1 in 1000 annual probability of river flooding (1% – 0.1%) or between a 1 in 200 and 1 in 1000 annual probability of sea flooding (0.5% – 0.1%) in any year.

Appropriate uses Essential infrastructure and the water-compatible, less vulnerable and more vulnerable uses, as set out in table 2, are appropriate in this zone. The highly vulnerable uses are only appropriate in this zone if the Exception Test is passed.

Flood risk assessment requirements All development proposals in this zone should be accompanied by a flood risk assessment.

Policy aims In this zone, developers and local authorities should seek opportunities to reduce the overall level of flood risk in the area through the layout and form of the development, and the appropriate application of sustainable drainage techniques.

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Zone 3a High Probability Definition This zone comprises land assessed as having a 1 in 100 or greater annual probability of river flooding (>1%) or a 1 in 200 or greater annual probability of flooding from the sea (>0.5%) in any year.

Appropriate uses The water-compatible and less vulnerable uses of land (table 2) are appropriate in this zone. The highly vulnerable uses should not be permitted in this zone.

The more vulnerable uses and essential infrastructure should only be permitted in this zone if the Exception Test is passed. Essential infrastructure permitted in this zone should be designed and constructed to remain operational and safe for users in times of flood.

Flood risk assessment requirements All development proposals in this zone should be accompanied by a flood risk assessment.

Policy aims In this zone, developers and local authorities should seek opportunities to:

 reduce the overall level of flood risk in the area through the layout and form of the development and the appropriate application of sustainable drainage techniques;

 relocate existing development to land in zones with a lower probability of flooding; and create space for flooding to occur by restoring functional floodplain and flood flow pathways and by identifying, allocating and safeguarding open space for flood storage. Zone 3b The Functional Floodplain Definition Local planning authorities should identify in their Strategic Flood Risk Assessments areas of functional floodplain and its boundaries accordingly, in agreement with the Environment Agency. The identification of functional floodplain should take account of local circumstances and not be defined solely on rigid probability parameters. But land which would flood with an annual probability of 1 in 20 (5%) or greater in any year, or is designed to flood in an extreme (0.1%) flood, should provide a starting point for consideration and discussions to identify the functional floodplain.

Appropriate uses Only the water-compatible uses and the essential infrastructure listed in Table 2 that has to be there should be permitted in this zone. It should be designed and constructed to:

 remain operational and safe for users in times of flood;

 result in no net loss of floodplain storage;  not impede water flows; and  not increase flood risk elsewhere.

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Essential infrastructure in this zone should pass the Exception Test. Flood risk assessment requirements All development proposals in this zone should be accompanied by a flood risk assessment.

Policy aims In this zone, developers and local authorities should seek opportunities to:

 reduce the overall level of flood risk in the area through the layout and form of the development and the appropriate application of sustainable drainage techniques; and relocate existing development to land with a lower probability of flooding. Where required an exception test must be passed in order for developments of that nature to be justified within the Flood Zone. For the Exception Test to be passed the following must be demonstrated: a) the development would provide wider sustainability benefits to the community that outweigh the flood risk; and b) the development will be safe for its lifetime taking account of the vulnerability of its users, without increasing flood risk elsewhere, and, where possible, will reduce flood risk overall. The site is located entirely within Flood Zone 3 but is classified as ‘less vulnerable’ and as such the exception test is not required. Table 2 - Flood risk vulnerability classification from the Flood Risk and Coastal Change Planning Practice Guidance

Essential infrastructure

 Essential transport infrastructure (including mass evacuation routes) which has to cross the area at risk.

 Essential utility infrastructure which has to be located in a flood risk area for operational reasons, including electricity generating power stations and grid and primary substations; and water treatment works that need to remain operational in times of flood.  Wind turbines

Highly vulnerable

 Police stations, ambulance stations and fire stations and command centres and telecommunications installations required to be operational during flooding.

 Emergency dispersal points.  Basement dwellings.

 Caravans, mobile homes and park homes intended for permanent residential use3.

 Installations requiring hazardous substances consent. (Where there is a demonstrable need to locate such installations for bulk storage of materials with port or other similar facilities, or such installations with energy infrastructure or carbon capture and storage installations, that require coastal or water-side locations, or need to be located in other

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high flood risk areas, in these instances the facilities should be classified as “essential infrastructure”).

More vulnerable

 Hospitals.

 Residential institutions such as residential care homes, children’s homes, social services homes, prisons and hostels.

 Buildings used for dwelling houses, student halls of residence, drinking establishments, nightclubs and hotels.

 Non–residential uses for health services, nurseries and educational establishments.  Landfill and sites used for waste management facilities for hazardous waste.

 Sites used for holiday or short-let caravans and camping, subject to a specific warning and evacuation plan.

Less vulnerable

 Police, ambulance and fire stations which are not required to be operational during flooding.

 Buildings used for shops, financial, professional and other services,

 restaurants and cafes, hot food takeaways, offices, general industry, storage and distribution, non–residential institutions not included in “more vulnerable”, and assembly and leisure.

 Land and buildings used for agriculture and forestry.

 Waste treatment (except landfill and hazardous waste facilities).  Minerals working and processing (except for sand and gravel working).

 Water treatment works which do not need to remain operational during times of flood.

 Sewage treatment works (if adequate measures to control pollution and manage sewage during flooding events are in place).

Water-compatible development

 Flood control infrastructure.

 Water transmission infrastructure and pumping stations.  Sewage transmission infrastructure and pumping stations.

 Sand and gravel working.

 Docks, marinas and wharves.  Navigation facilities.

 Ministry of Defence defence installations.

 Ship building, repairing and dismantling, dockside fish processing and refrigeration and compatible activities requiring a waterside location.

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 Water-based recreation (excluding sleeping accommodation).

 Lifeguard and coastguard stations.  Amenity open space, nature conservation and biodiversity, outdoor sports and recreation and essential facilities such as changing rooms.

 Essential ancillary sleeping or residential accommodation for staff required by uses in this category, subject to a specific warning and evacuation plan.

Table 3 - Flood risk vulnerability and flood zone ‘compatibility’

Flood risk vulnerability Essential Water Highly More Less classification (see infrastructure compatible vulnerable vulnerable vulnerable table 2)

Zone 1     

Exception Zone 2   Test   required

Exception Exception Zone 3a   Test  Test required required

Flood zone table (see 1) Zone 3b Exception functional     Test required floodplain

Extract from the Flood Risk and Coastal Change Planning Practice Guidance Key: Development is appropriate.

Development should not be permitted. The proposed development is classified as a commercial development. Thus the development is classified as being ‘less vulnerable’ and in accordance with the NPPF PPG and is located within Flood Zone 3a. This means that the Sequential Test is required but the Exception Test is not required.

2.2 Local Planning Policy The South Lakeland Local Development Framework Core Strategy was adopted in October 2010 and sets out the council’s policies and proposals for development and land use in the local area. The strategy contains one key policy relating to flood risk for new developments:

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CS8.8 Development and Flood Risk: “Most new development should be located in flood risk zone 1. Development within the Environment Agency’s flood risk zones 2, 3a and 3b will only be acceptable when it is compatible with national policy and when the sequential test and the exception test, where applicable, as set out in PPS25, have been satisfied. All new development will only be permitted if it can be demonstrated that:  It would not have a significant impact on the capacity of an area to store floodwater;  Measures required to manage any flood risk can be implemented;  Surface water is managed in a sustainable way;  Provision is made for the long term maintenance and management of any flood protection and/or mitigation measures;  The benefits of the proposal to the community outweigh the flood risk;  Applications will be considered with regard to South Lakeland District Council’s Strategic Flood Risk Assessment”.

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Development Site

3.1 Existing Site Conditions

The site comprises the existing Homebase store in Kendal and its associated car parking area. The site is bound by the River Kent to the south west, Victoria Bridge (A6) to the south and by commercial developments in all other directions. Access to the site is from Beezon Road to the north east of the car park area which is located north of the main building.

Table 4 presents the key details for the site:

Table 4 - Key site details

Site location Homebase Store, Kendal

Site area (ha) 0.8

National grid reference SD 51739 93156

Postcode LA9 6EL

Existing land use Commercial Store

Local Planning Authority South Lakeland District Council

Lead Local Flood Authority Cumbria County Council

3.2 Site Topography A topographical survey was carried out for the site in September 2019. The survey indicates that levels generally slope from the north west to south east.  The highest levels were recorded to the north western corner of the existing car park (~ 47.42m AOD).  The lowest levels were recorded to the south east of the existing retail unit (~ 44.50 m AOD). The topographical survey also provides two floor levels for the existing Homebase store.  A floor level of 45.44m AOD is recorded at the western section of the unit and a floor level of 45.51m AOD is recorded in the eastern section of the unit. It is unclear how these floor levels relate to the internal floor plan and how the transition occurs. The full topographical survey results for the site can be viewed in Appendix A.

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3.3 Existing Watercourses

The River Kent at its closest approach is located approximately 15m south west of the site. It flows from north west to south east as it passes the site, eventually discharging into Morecombe Bay over 17km south west of the site.

3.4 Proposed Development

The proposed development is for the conversion of the existing Homebase store in Kendal to provide a new Lidl store. The external car park area will be retained with only minor reconfiguration needed to support the new store.

The proposed site layout plan is provided in Appendix B.

3.5 Historic Features

Historical maps for the site and surrounding area has been examined from 1858 to present day in order to identify changes in the area which may be relevant to flood risk.

The earliest mapping (1858) shows the site to be comprised of open undeveloped land. However there is a mix of residential and commercial developments in the surrounding area. This includes an ale store is located to the north east of the site, with a castle market and goods station located further north. A small spring is mapped from the goods station. This is shown to flow south towards a drainage channel which flows south west past the northern footprint of the existing building before discharging into the River Kent. The River Kent is referred to as Long Drought in the earliest maps.

In 1898 there is a building occupying the same footprint as the current existing building. The same building is marked as a bonded warehouse; two smaller structures are also marked to the east of this. Buildings are also located in the area which currently comprises the existing car park. These are later shown to comprise a timber yard and saw mill in 1914. The spring and drainage channel to the north/north west of the site are no longer shown in the 1898 mapping. Beezon Road immediately north of the site and Victoria Bridge to the south of the site crossing the River Kent are mapped for the first time. The general surrounding area is more developed in comparison to previous years mapping.

From 1898 onwards there is limited change to the site until 1968, although the land uses of surrounding buildings change regularly up to this point. In 1968 the timber yard is marked as a builder’s yard.

In 1975 the site land uses are marked as a ‘warehouse’ and a ‘bonded warehouse’. The builder’s yard is now marked as a builder’s merchant depot, with a crane mapped within the footprint of what is the current car park area. A water gauge is marked to the south of the site, just next to Victoria Bridge.

No notable change has been marked by the most recent historical mapping from 1981. Since then, the buildings within the current car park will have been demolished. It is unclear whether

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the warehouse building that was present in the most recent historical map dated 1981 is the same as the one that comprises the current Homebase store today.

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Sources of Flood Risk Information

4.1 Environment Agency (EA)

The EA flood map for planning shows the site is located within Flood Zone 3 (Figure 2). This means that the site is at risk from fluvial flooding during the 1% AEP (1 in 100 year Annual Exceedance Probability) event.

Figure 2 - Extract from the EA’s Flood Map for Planning

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The EA’s risk of flooding from surface water map shows the site to be at a low risk from surface water flooding (Figure 3). This means that the site is at risk of flooding during the 0.1% AEP (1 in 1000 year) rainfall event.

Figure 3 - Extract from EA’s Risk of Flooding from Surface Water map.

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The EA’s recorded flood outline map shows that the site has flooded in the past. Flooding occurred most recently in December 2015 with the cause of flooding described as an ‘overtopping of defences’. Product 4 data provided by the EA (Appendix C) shows that a flood level of 44.865m AOD was recorded approximately 180m east of the site. It is considered this was associated with Storm Desmond which affected approximately 2,150 properties in the Kendal area. Other flood events are recorded in the surrounding area. These include flood events in:  November 1954  December 1985  February 2004  January 2005  November 2009.

Figure 4 - Extract from EA’s Risk Recorded Flood Outlines map.

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4.2 Strategic Flood Risk Assessment (SFRA)

The South Lakeland District SFRA (October 2007) provides a summary of flood risk within the South Lakeland District area. The SFRA provides an overview of flood risk within the South Lakelands area:

“The principal river in the District is the River Kent, which flows through several significant settlements including Kendal, Staveley and Burneside. The River Kent catchment includes several other large rivers, including the Sprint, Gowan and Mint. There are numerous smaller watercourses throughout the area, which drain the upland areas of the Lake District and the Pennines. […]

The Environment Agency estimate that 68% of the properties at risk of flooding within South Lakeland are at threat from fluvial (i.e. river) flooding. A relatively large number of properties are at risk, generally as a result of historic development within the natural floodplain. Around 900 properties in total are considered to be at risk of flooding from the major rivers during a 1% AEP (100 year) flood event in the urban areas of Kendal, Ulverston, Crake, Cartmel, Staveley and Burneside. […]

Water levels in the rivers and streams of South Lakeland can respond rapidly following intense rainfall events. Steep catchments transfer water into the channels quickly, i.e. they are ‘flashy’. This means that flood warning times are typically short. Even in the larger rivers such as the River Kent, water levels will take less than 6 hours to reach the point at which flooding will occur within the lower reaches of the catchment. In the smaller catchments, flood warning times of between 1 and 2 hours are more likely, and generally water levels can be harder to predict accurately. Consequently, the community may be caught by surprise, resulting in damages being sustained on a more frequent basis.”

The SFRA also includes a series of flood maps for the South Lakelands district. The following information from the site has been determined by the maps:

 The site is located within Flood Zone 3a. The site is not shown to be located within the functional flood plain.

 There are no raised defences between the site and the River Kent. However raised defences are mapped upstream and downstream of the site along the River Kent.

No further site specific information flood risk information was available for the site.

4.3 Victoria Bridge River Gauge A river level gauge is located approximately 75m downstream of the site, on the opposite side of the Victoria Bridge. The River Kent has a catchment of 183km2 upstream of the gauge. The station was opened in January 1992 and has a stage datum of 40.84m AOD. There is also gauged flow data available at the gauge.

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River levels at the gauge typically range between 1.199 – 2.300m above the local datum. Long term river level data was downloaded from the River Levels UK website1. The highest recorded level was from the 14/04/2016 where a maximum level of 4.7m is recorded. This level does not coincide with any known flood events in the area; the reason for this high level (over 800mm above the Storm Desmond level) is unknown and considered unlikely to represent an accurate level reading. A maximum level of 3.86m was recorded on the 05/12/2015 that coincides with the flood event in December 2015 which affected the site. Gauged flow data for the Victoria Bridge gauge was downloaded from the National River Flow Archive2. The highest level recorded at the gauge was record on the 05/12/2015 and during this time a peak flow of 286m3/s was recorded. This coincides with the flood event in December 2015 that affected the site.

4.4 Sewerage Company United Utilities (UU), the sewerage operator in the region, is required by OFWAT to maintain a record of flooding incidents due to hydraulic capacity problems on the sewerage network. Properties are placed on the register following investigations to determine the cause and risk of flooding and are placed on the appropriate register depending on risk – not on the number of occurrences of flooding. UU have been contacted to determine if they have any records of sewer flooding relevant to the site. UU responded stating that they do not hold any historical records of sewer flooding for the site. A copy of the response from UU is provided in Appendix D.

4.5 Local Authority

South Lakeland District Council (SLDC) are the Local Authority for the development area. SLDC have been contacted to determine if they hold any historical records of flooding for the site. SLDC responded stating that they do not hold any records of historical flooding for the site. A copy of the response from SLDC is provided in Appendix E.

A review of freely available information from the SLDC planning portal was carried out to determine if there were any records of historical flooding at nearby developments. No such records were found.

4.6 Lead Local Flood Authority (LLFA)

Cumbria County Council (CCC) are the LLFA for the development area. CCC have been contacted to determine whether they hold any historical records of flooding for the site. CCC are yet to respond to the request at the time of writing. A copy of any response provided by CCC will be forwarded onto the client upon receipt.

1 https://riverlevels.uk/kent-kendal-victoria-bridge#.X22hw3lKiUk 2 https://nrfa.ceh.ac.uk/data/station/meanflow/73012

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A review of freely available information from the CCC planning portal was carried out to determine if there were any records of historical flooding at nearby developments. No such records were found.

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Potential Sources of Flood Risk

5.1 Fluvial (Rivers) 5.1.1 Present Risk

Extreme fluvial flood events have the potential to cause rapid inundation of properties whilst posing a threat to the welfare of occupants and could potentially prevent emergency access to properties and essential infrastructure. The EA’s flood map for planning shows the site to be partly located in Flood Zone 3. This means that the site would be at risk from flooding during the 1% AEP (1 in 100 year) fluvial flood event for the River Kent.

The Product 4 dataset provided by the EA contains flood data for two events:

 The Baseline scenario, representing current conditions;

 The Phase 1 scenario, representing conditions once Phase 1 of the EA’s proposed flood defence scheme for the area is completed. Phase 1 (of 3) includes installation of linear defences along the River Kent and provision of a new pumping station at Kendal. No information for modelled flood levels following completion of Phase 2 or 3 of the scheme were provided.

Flood levels at the site for the Phase 1 scenario were higher for six of the seven modelled events for the River Kent. A query was raised to the EA as to whether this was accurate, as it seemed unusual that the proposed flood defence works would lead to an increase in water levels in the system during extreme flood events. At the time of writing the EA are yet to provide a response. A copy of their response will be forwarded on receipt.

In order to be conservative, flood levels for the Phase 1 scenario are being used to represent flood risk to the site. The EA provided peak water levels for a series of nodes along the River Kent (Figure 5). Levels from the nodes during a series of different return period events are provided in Table 5. The node most relevant to the site is ‘KENT06_03878’.

Floor levels of the existing building range between 45.44m AOD to 45.51m AOD. Comparing these to the modelled flood levels, the existing building is elevated in excess of 700mm above flood levels of the 5% AEP (1 in 20 year) fluvial flood event. This means that the site is located outside of the functional flood plain (Flood Zone 3b) for the River Kent.

The building would experience flooding during a range of larger events including the 2% AEP fluvial flood event. Peak water levels are provided in Table 5, with the depth from node KENT06_03878 over the lowest flood level provided in Table 6.

The EA model indicates a flood level of 45.75m AOD at the site for this event, which would result in up to 0.31m of flooding over the floor level of the existing building. Flood levels are increased to 46.65m AOD during the 0.1% AEP (1 in 1000 year) fluvial event. This would result in up to 1.21m of flooding within the existing building.

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Figure 5 - Location of EA model node

Table 5 - Flood levels (m AOD) for the Phase 1 scenario

Return Period Event KENT06_03922 KENT06_03878 KENT06_03814

20% AEP (1 in 5 year event) 44.09 44.02 43.95

5% AEP (1 in 20 year event) 44.71 44.70 44.70

2% AEP (1 in 50 year event) 45.42 45.45 45.45

1% AEP (1 in 100 year event) 45.72 45.75 45.75

0.1% AEP (1 in 1000 year 46.64 46.65 46.65 event)

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Table 6 - Flood depth above lowest floor level of building from model node KENT06_03878

Return Period Event Flood Depth (m)

20% AEP (1 in 5 year event) 0.00

5% AEP (1 in 20 year event) 0.00

2% AEP (1 in 50 year event) 0.01

1% AEP (1 in 100 year event) 0.31

0.1% AEP (1 in 1000 year event) 1.21

The above levels of risk are based on completion of the Phase 1 flood defence works. Available information indicates that construction is due to start in autumn 2020 with completion due in spring 2023. As such there will be transitional period in which the baseline flood levels are more applicable to the sites risk. The baseline 1% AEP event has a peak water level that is c 120mm lower than the Phase 1. However for the purposes of this assessment the Phase 1 levels are being considered.

The EA have stated that the model for the River Kent is being revisited as the Kendal Flood Alleviation Scheme continues to progress. The impact of Phases 2 and 3 are unknown. These are not due for completion until summer 2024 and autumn 2024 respectively. 5.1.2 Future Risk (Climate Change) The EA guidance document ‘Flood risk assessments: climate change allowances’ was release in February 2016 and included statistical increases in peak fluvial flows by river basin district and allowance categories based on epochs and development vulnerability classification Referring to the NPPF PPG (Table 2), the development is commercial in nature and thus is classified as being ‘less vulnerable’. The proposed development has an expected lifetime of circa. 50 years. As such the guidance suggests that appropriate climate change allowances for the North West River Basin District are the ‘Central (25%)’ and ‘Higher Central (30%)’ allowances. The Product 4 dataset provides flood levels for the 1% AEP fluvial flood event in the year 2080 (Table 7). This represents the effect of climate change on the 1% AEP fluvial event, however it is not specified what allowance percentage for climate change is applied for this event. The modelling report for the River Kent model suggests that the climate change is based upon the EA’s 2016 climate change guidance, wherein the year 2080 represents the most extreme climate change projections at the time. The report suggests that a central estimate (50th percentile) equivalent to 30% was used; however this is not stated specifically in the report.

Proposed Lidl Store, Kendal - Flood Risk Assessment and Drainage Strategy D/I/D/139447/01 – Issue 2 FINAL

Given the 2080 timescale exceeds that of the anticipated development lifetime this climate change value is considered representative of the site’s risk in the future. During this event a flood level of 46.04m AOD was recorded for the site. This would result in flooding of up to 0.6m above existing floor levels for the site. This is approximately double the depth forecast for the 1% AEP under current conditions (following Phase 1 completion). Table 7 - Flood levels for the Phase 1 scenario

Return Period Event Level (m AOD)

1% AEP 2080 (1 in 100 year event 46.04 for 2080)

Overall it is shown that flood risk to the site is likely to increase in the future due to the effects of climate change.

5.2 Infrastructure Failure 5.2.1 Conveyance Infrastructure

The failure of conveyance infrastructure such as culverts or bridges could increase the risk of flooding at the site. Historical mapping (Section 3.5) showed a small drainage channel that originally flowed past the northern extent of the existing building footprint before discharging into the River Kent. UU sewer plans (Appendix F) show a surface water sewer which follows roughly the same course as the historical drainage channel. It is possible that this may represent a culverted watercourse passing through the site, although it was not possible to confirm at the time of writing. It is possible that the failure or exceedance of this culvert could pose a risk of flooding to the site, particularly at low points within the site. However the sewer is shown to be adopted by UU, and will receive regular monitoring and maintenance. Thus flood risk from this source is considered to be low.

The nearest bridge is located immediately downstream of the site; the Victoria Bridge which allows vehicle access over the River Kent. It is possible that the catastrophic failure of this bridge could result in an increased risk of flooding to the site. The bridge was previously damaged in the December 2015 and such has required maintenance and ongoing monitoring. The bridge has had to be shut in recent times following additional damage from more recent (but less severe flood events)3. There is currently ongoing works to improve the bridge which includes strengthening the bridge supports and foundations and constructing a rock invert under each bridge-span to provide greater conveyance of flow under the bridge4. These works are expected to be completed in October 2020 and will better protect the bridge from failure during more extreme flow events in the River Kent.

3 https://www.bbc.co.uk/news/uk-england-cumbria-49381503 4 https://www.thewestmorlandgazette.co.uk/news/18594164.repairs-way-victoria-bridge-kendal/

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5.2.2 Defence Infrastructure

The nearest EA maintained flood defence is a raised embankment located approximately 700m north of the site. This defence is built to a 75 year design standard. Further embankments are also mapped further north of the site, shown to be built to a 50 year design standard.

In addition, there are plans to provide a number of flood defences along the banks of the River Kent as Phase 1 of the proposed flood defence scheme. These are due to start construction in autumn 2020 and are due for completion in spring 2023.

Failure of the defences (existing and proposed) could pose a risk of flooding to the site in the future and could increase flood levels during extreme return period events. However the failure of defences is considered unlikely to occur due to the regular monitoring and maintenance of defences that will be carried out by the EA.

5.3 Pluvial (Overland Flow) The EA’s surface water flood risk mapping shows the site to be at a low risk from pluvial flooding. This means that the site is at risk from pluvial flooding during the 0.1% AEP (1 in 1000 year) storm event. Flood risk is located to the south of the existing car park. EA mapping shows that flood depths are less than 300mm on site for this event, and velocities are less than 0.25 l/s. This indicates pooling is occurring at a local low point on the site. There are areas of higher surface water risk outside the site boundary, including on Beezon Road immediately north east of the site and on land immediately south east of the existing building. EA mapping suggests that an overland flow route occurs on Beezon Road during more extreme pluvial events, with flows travelling south east away from the site. Although areas of flood risk are shown, this does not take into consideration any positive drainage that is in place to prevent surface water flows from occurring. The EA surface water flood risk maps represent a worst case scenario wherein all drainage in and around the site is at capacity and cannot drain properly. As there is an existing drainage network installed at the site, the risk of pluvial flooding is likely to be reduced. Based on EA mapping the site is considered to be at a low risk from pluvial flooding. Any flooding that does occur with be shallow in nature and limited to areas of open car parking.

5.4 Coastal or Tidal The River Kent is not understood to be tidally influenced as it passes through Kendal. As such there is a low risk from this source.

5.5 Sewer Flooding

UU have stated that they do not have any records of historical sewer flooding relevant to the site (Appendix D). However UU sewer plans show that the site is surrounded by sewers (Appendix F), including combined sewers on Beezon Fields and Beezon Road and a surface

Proposed Lidl Store, Kendal - Flood Risk Assessment and Drainage Strategy D/I/D/139447/01 – Issue 2 FINAL

water sewer which passes underneath the car park to the north. Failure or exceedance of these sewers could pose a risk of flooding to the site.

The combined sewer south of the site is marked as a 1000mm circular sewer and conveys flows from a river crossing point north west of the site in a south easterly direction. Along the south eastern part of the site it changes size twice, up to a 1350mm pipe then to a 800mmx1300mm pipe and finally back to a 1000mm pipe as it conveys east away from the site. The store floor is elevated above external ground levels and there is a c. 400-500mm upstand. This will offer protection to the store in the event of a sewer exceedance. In addition the topographic survey shows that levels in the area of the sewer fall towards the watercourse and as such an exceedance is likely to be dissipated away from the building.

The site would be at risk from the failure of the surface water sewer which passes through the car park area as this is elevated above the store entrance and any overland flows could find be directed towards the store if local drainage was overwhelmed. Reviewing sewer maps and the topographic survey it is considered that the surface water sewer does not have any local manhole or access points to the site and as such the risk of these surcharging and conveying flow onto the site is considered to be low.

There is also a private drainage system currently in place for the site. Surface water from the site is currently drained by a series of rain water down pipes on the building and a mix of linear drainage channels and rainwater gullies in the car park. A CCTV survey of drainage infrastructure for the site (Appendix H) found that these convey flow via a series of surface water pipes to the south west of the site. UU sewer plans (Appendix F) show a manhole to a combined flow sewers on Beezon Fields to the south west of the site. It is expected that surface water flows from the site drain towards this manhole; however the CCTV survey was unable to confirm this due to the ‘depth and large diameter of the pipe leading away from the manhole’. Failure of this local drainage system would pose a risk of flooding to the site as it would be unable to drainage surface water flows reaching it through rainfall. Overall the site is considered to be at risk of flooding should a sewer exceedance event.

5.6 Ground Water Soilscapes mapping5 describes soils at the site to be ‘freely draining slightly acid loamy soils’ with drainage described as being ‘freely draining’. BGS online mapping describes the site to be underlain by superficial deposits of ‘Alluvium – Clay, sand and gravel’, overlaying a bedrock geology of ‘Kirkby Moor formation – sandstone’. The SLDC SFRA (October 2007) states: “There are no known significant groundwater flooding issues within the South Lakeland area. […] For the majority of developments in South Lakeland, it is likely that a detailed investigation into groundwater issues will not be necessary.” The entire site has been developed and is covered in concrete, tarmac or similar surface finishes. This limits interactions between the site and the groundwater table. In addition, the

5 http://www.landis.org.uk/soilscapes/

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existing building does not contain a below ground or basement area, which is typically where groundwater flooding would pose the highest risk. Thus flood risk to the development is considered to be low. Should a better understanding of groundwater flooding be required a full groundwater assessment would be required.

5.7 Artificial Water Bodies Reservoirs and other artificial water bodies have the potential to hold a large volume of water, often above ground level. Should the containment of these waterbodies fail (e.g. due to breach or overtopping) there could be a sudden release of deep fast moving water with little warning able to be provided. However, due to regular maintenance there is a low risk posed from such an event. Reservoir flooding is extremely unlikely to occur and there has been no loss of life in the UK from reservoir flooding since 1925. The EA’s flood risk from reservoir mapping does not show the site or surrounding area to be at risk from reservoir flooding. The site is located next to an area of risk, however flows are shown to be kept mostly within the channel of the River Kent and do not extend onto the site.

Figure 6 - Extract from EA's areas at risk from reservoir flooding

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Mitigation measures

6.1 Finished Floor Levels (FFL)

The existing retail unit is to be retained as part of the proposed development. This means that FFL will be kept close to existing levels and it will not be possible to raise them significantly as part of the development. The only changes to FFL will be based on the final tiling used for the floors. There are currently two options being considered for the tiling: adhesive tiling which would raise FFL by 25mm or vibro tiling which would raise the FFL by 80mm. The final design is to be confirmed at a later stage. This report has considered flood risk to the site based on the existing floor levels of the building. Current flood levels are assessed as being in excess of 700mm higher than surveyed floor levels.

6.2 Flood Resistance Measures

The existing retail unit is to be retained and converted internally as part of the proposed development. The age of the building and the presence of a large number of openings on the external walls would mean installing any flood resistance measures is unlikely to be effective at protecting the inside of the building from flooding. It will not be possible to identify possible water entry routes to the inside of the building until a flood happens, meaning that there is no way to guarantee resistance measures (such as flood barriers over openings) would protect the inside of the building. In addition, retrofitting measures such as barriers to the existing building could require significant structural works to the existing building. Given the age and construction makeup of the building a full review of the sealing between blockwork would be required up to any defined protection depth. Due to the age of the building it is unclear if making the building resistant to flooding, and therefore presenting a pressure of water against the external face would generate excessive pressures and thereby produce structural issues. Any works would also affect the aesthetics of the existing building which would be out of character for the wider Kendal area.

In addition, the inclusion of resistance measures to prevent flood water reaching the store, which currently can flood the store, would lead to floodwater being displaced elsewhere and potentially increasing flood risk to neighbouring properties.

Following consultation with the client and review of the above points a strategy was agreed wherein the existing building would be retained as is and not include resistance measures. Instead the building will be allowed to flood during extreme fluvial events, with resilient internal design will be used to minimise damage to stock in the event of a flood.

6.3 Flood Resilience Measures

The proposed store will have following measures in place, this will provide resilient design to limit damage caused by any future flood events:

 The lowest shelves will be raised ~200mm above ground level to mitigate against shallow flooding;

Proposed Lidl Store, Kendal - Flood Risk Assessment and Drainage Strategy D/I/D/139447/01 – Issue 2 FINAL

o This will protect stock from inundation during the 2% and 1.33% AEP events where depths reach a maximum of 192mm above FFL.

 Most electrical feds will be top down (as per the Lidl specification requirements) to reduce flood risk to the store’s circuitry;

 Where electrical circuitry is required at a lower level (e.g. entrance lobby) this will be provided on a separate loop keeping it separate from the store’s main electrical source and enabling it to be isolated;

 The store floor is a concrete slab that can be easily cleaned following a flood event;

 Consultation with the client confirmed that they are willing to manage the replacement of stock should a flood event occur in the future that exceeds the storage levels of stock.

This will ensure that the store will be able to resume normal trading conditions as quickly as possible following the occurrence of flooding.

6.4 Safe access/egress

There are areas of Flood Zone 1 located immediately north and east of the site. Thus the site is considered to have safe access and egress during the 0.1% AEP (1 in 1000 year) fluvial flood event for the River Kent.

In the event of a flood, store staff should warn customers and manage the evacuation as required. A Flood Warning and Evacuation Plan (Appendix G) has been prepared for the development, staff should be briefed on this as part of their enrolment. Evacuation should take place as directed by emergency services. In the event of a flood warning being issued the store should careful manage opening to public to avoid customers being present in the event of internal and on site flooding.

6.5 Floodplain Compensation

The existing building is to be retained as part of the development, and no flood resistance measures are proposed that would lead to the displacement of the existing floodplain storage provided on site and in the building. As such, no floodplain compensation will be required for the development.

Proposed Lidl Store, Kendal - Flood Risk Assessment and Drainage Strategy D/I/D/139447/01 – Issue 2 FINAL

Surface Water Drainage

The proposed development will retain the majority of the site’s existing layout, including the existing building and the existing car park. There is already a drainage system in place for the site, as shown in the CCTV survey carried out for the site (Appendix H). Surface water from the site is currently drained by a series of rain water down pipes on the building and a mix of linear drainage channels and rainwater gullies in the car park. These convey flows via a series of surface water pipes to the south west of the site. It is proposed that the existing drainage system is retained for the proposed development. As the majority of the existing surfaces on site are to be retained, there is limited scope to provide any significant attenuation storage or restriction to runoff below existing rates.

UU sewer plans (Appendix F) show a manhole to a combined flow sewer on Beezon Fields to the south west of the site. It is expected that surface water flows from the site drain towards this manhole; however the CCTV survey was unable to confirm this due to the ‘depth and large diameter of the pipe leading away from the manhole’. The destination of surface water runoff from the site should be confirmed as part of a future survey. In addition, several faults in the existing drainage system were identified by the CCTV survey. Works should be carried out to rectify these as part of the proposed development.

The CCTV survey did not identify a petrol interceptor on site (although it is noted that the CCTV could not survey the full suite of pipe runs for the site). However a previous planning condition for the original development of the site identified that an interceptor would be required for the car parking area. The presence and condition of this interceptor should be confirmed as part of the proposed development.

Proposed Lidl Store, Kendal - Flood Risk Assessment and Drainage Strategy D/I/D/139447/01 – Issue 2 FINAL

Foul Water Drainage

The existing building has a footprint of approximately 0.31 ha. Foul flows from the proposed development are calculated to be 0.16 l/s, using the design flow of 0.5 l/s hectares of trade floor space in accordance with Sewers For Adoption 7th Edition. The refurbishment of this store will not result in a change to the foul flows from the site. There is already a foul drainage system in place for the site. The CCTV survey (Appendix H) for the site shows that foul flows are currently drained into the combined flow sewer located on Beezon Fields to the south west of the site. It is proposed that the existing connection is retained for the proposed development. The CCTV survey notes a fault in the existing foul connection; this should be rectified as part of the proposed development.

Proposed Lidl Store, Kendal - Flood Risk Assessment and Drainage Strategy D/I/D/139447/01 – Issue 2 FINAL

Development Potential

The site is located in Flood Zone 3, suggesting that it is at a high risk from fluvial flooding. Discussions with the client have identified that resilience measures will be used internally to manage the risk of flooding.

As the site is located within Flood Zone 3, it was deemed necessary to carry out a Sequential Test in support of the development. This is in line with the information set out in the Flood Risk and Coastal Change Planning Practice guidelines. The Sequential Test carried out in support of the development is provided in Appendix I.

As the Sequential Test did not identify a preferential site, and as the development is for refurbishment of an existing property only it is concluded that the site is suitable for the development provided that appropriate mitigation measures are included.

Proposed Lidl Store, Kendal - Flood Risk Assessment and Drainage Strategy D/I/D/139447/01 – Issue 2 FINAL

Conclusions

This FRA and Drainage Strategy for the proposed development of a new Lidl store in Kendal has been prepared in accordance with the NPPF and the Flood Risk and Coastal Change Planning Practice Guidance.

The site is located in Flood Zone 3, meaning that it is at risk of flooding during the 1% AEP (1 in 100 year) fluvial flood event for the River Kent. The EA Product 4 dataset indicates that the site would experience flooding of up to 0.3m above the existing floor levels of building during the 1% AEP fluvial event. Flood risk will increase in the future due to the effects of climate change.

Resilient internal design will be incorporated into the proposed development to reduce the impact of flooding to the store should one occur in the future. As the site is already developed and the existing building is to be retained as part of the development, it will not be possible to significantly raise FFL. Due to the age of the building and the need for a significant number of measures to provide full resistance up to the flood level this approach is not considered appropriate to manage risk to the store.

A Flood Warning and Evacuation Plan has been produced for the site and is attached in Appendix G.

It is proposed that the existing surface and foul drainage regimes will be retained as part of the development.

The Sequential Test has been carried out for the site. It is concluded that the proposed development is appropriate for the site and there will be no increase in flood risk to the site or surrounding area as a result of the development.

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Appendix A Topographical Survey Data

Legend 351700E 351725E 351750E 351775E 351800E

351675E 493275N

Boundary Type and Description C/B Close Board C/L Chain Link FE Misc. K/R Knee Rail O/B Open Board GC1 351695.590 493180.407Pal Palisade GC2 351694.585 493192.115 GC3 351699.383 493213.973M/R Metal Railings GC4 351709.150 493207.405Pick GC5 351712.545 493189.592 Picket HC1 351691.760 493167.147P/R Post & Rail HC2 351751.739 493101.019 HC3 351798.807 493129.328P/W Post & Wire HC4 351769.839 493149.058W/M HC5 351763.486 493185.693 Wire Mesh HC6 351749.632 493208.672Brick Brick Wall HC7 351732.418 493226.632 HC8 351708.638 493244.102Brick Ret. Brick Retaining Wall HC4A 351787.954 493142.472Stone LF5 351742.308 493124.693 Stone Wall Stone Ret. Stone Retaining Wall Block Block Wall Misc Misc. Wall Gate

Vegetation 493250N Hedge Edge of Hedge Edge of Canopy

Tree and Trunk Stump Bush HC8 Verge 46.911 General Utility Linestyles Drainage Combined Drainage Foul Drainage Surface UD Drainage Unidentified O/Head Combined O/Head Electric O/Head Lines O/Head Telecom

46.0 BS Bus Stop Mkr Marker Bin Bin POST Post (General) BT Telecom Cover PB Post Box CCTV Air Valve RE Rodding Eye HC7 CL Cover Level RS Road Sign 46.249 DK Dropkerb Stay Cable Stay 493225N DP Downpipe SV Stop Valve DP/G Downpipe/Gully TL Traffic Light EC Electric Cover TFR Taken From Records EOR End of Records TP Telecom Pole EOS End of Survey TV Cable TV EOT End of Trace UTGA Unable to Gain Access EP Electric Pole UTL Unable to Lift ER Earth Rod UTS Unable to Survey 46.0 FH Fire Hydrant UTT Unable to Trace FL Floor Level WL Water Level 46.0 FP Flag Pole WS Window Sample GP Gate Post G Girder GU Gully

Measured Survey Abbreviations AC Air Conditioning SCH Structural Ceiling Height AH Access Hatch SKY Sky Light GC3 46.0 45.874 AP Access Panel W Window Height BH Beam Height C Cill Height DH Door Height FCH False Ceiling Height FL Floor Level Ht. Height (General) RD Radiator HC6 GC4 45.843 Layout Key 45.760 (1)

493200N

CO-ORDINATES AND ELEVATIONS ARE SET BY GNSS AT STATION 100. CO-ORDINATES ARE TO OS NATIONAL GRID USING OSTN15 TRANSFORMATION LEVELS ARE TO ORDNANCE DATUM USING OSGM15 GEOID MODEL. THE REMAINDER OF THE SURVEY IS TO SCALE FACTOR 1 PLANE GRID.

This drawing is the property of Landform Surveys Ltd. Copyright is reserved by them and the drawing is issued on the condition GC2 that it is not copied either wholly or in part without the 45.369 consent of Landform Surveys Ltd. Accuracies are commensurate with the stated scale of the survey.

GC5 45.471

HC5 45.554 rev by date notes check

GC1 Suite 18, YBN, Delta Bank Road, Gateshead. NE11 9DJ 45.201 Tel: 0191 2765636 e: [email protected] www.landform-surveys.co.uk

CLIENT Lidl UK Ltd. Homebase Kendal

493175N TITLE Topographic Survey

drawn SB date 25-09-19 drawing no scale checked MR date 25-09-19 E490-001 A1 1/200 clients Ref Legend 493200N

Boundary Type and Description C/B Close Board C/L Chain Link FE Misc. K/R Knee Rail O/B GC2 Open Board 45.369 Pal Palisade M/R Metal Railings GC5 Pick Picket 45.471 P/R Post & Rail P/W Post & Wire W/M Wire Mesh HC5 Brick 45.554 Brick Wall Brick Ret. Brick Retaining Wall Stone Stone Wall Stone Ret. Stone Retaining Wall Block Block Wall GC1 Misc Misc. Wall 45.201 Gate

Vegetation Hedge Edge of Hedge 493175N Edge of Canopy

Tree and Trunk Stump Bush Verge

General Utility Linestyles HC1 Drainage Combined 44.870 Drainage Foul Drainage Surface UD Drainage Unidentified O/Head Combined O/Head Electric O/Head Lines O/Head Telecom

General Survey Abbreviations AV Air Valve GV Gas Valve BH Borehole Collar HP Hand Pit BX Box (General) IBO Illuminated Bollard BX/E Box (Elec) IC Inspection Cover BX/G Box (Gas) IL Invert Level BX/T Box (Telecom) KO Kerb Outlet BX/W Box (Water) LP Lampost BM Benchmark LT Light BO Bollard MH Manhole BS Bus Stop Mkr Marker Bin Bin POST Post (General) BT Telecom Cover PB Post Box CCTV Air Valve RE Rodding Eye CL Cover Level RS Road Sign DK Dropkerb Stay Cable Stay DP Downpipe SV Stop Valve DP/G Downpipe/Gully TL Traffic Light EC Electric Cover TFR Taken From Records 493150N EOR End of Records TP Telecom Pole EOS End of Survey TV Cable TV HC4 EOT End of Trace UTGA Unable to Gain Access 45.399 EP Electric Pole UTL Unable to Lift ER Earth Rod UTS Unable to Survey FH Fire Hydrant UTT Unable to Trace FL Floor Level WL Water Level FP Flag Pole WS Window Sample GP Gate Post G Girder HC4A GU Gully 45.167 Measured Survey Abbreviations AC Air Conditioning SCH Structural Ceiling Height AH Access Hatch SKY Sky Light AP Access Panel W Window Height BH Beam Height C Cill Height DH Door Height FCH False Ceiling Height FL Floor Level Ht. Height (General) RD Radiator

Layout Key

HC3 45.171 (2)

493125N LF5 45.487 CO-ORDINATES AND ELEVATIONS ARE SET BY GNSS AT STATION 100. CO-ORDINATES ARE TO OS NATIONAL GRID USING OSTN15 TRANSFORMATION LEVELS ARE TO ORDNANCE DATUM USING OSGM15 GEOID MODEL. THE REMAINDER OF THE SURVEY IS TO SCALE FACTOR 1 PLANE GRID.

This drawing is the property of Landform Surveys Ltd. Copyright is reserved by them and the drawing is issued on the condition that it is not copied either wholly or in part without the consent of Landform Surveys Ltd. Accuracies are commensurate with the stated scale of the survey.

rev by date notes check 46.0

Suite 18, YBN, Delta Bank Road, Gateshead. NE11 9DJ Tel: 0191 2765636 e: [email protected] www.landform-surveys.co.uk

CLIENT Lidl UK Ltd. Homebase Kendal

TITLE HC2 493100N 46.607 Topographic Survey

drawn SB date 25-09-19 drawing no scale checked MR date 25-09-19 E490-002 A1 1/200 clients Ref Proposed Lidl Store, Kendal - Flood Risk Assessment and Drainage Strategy D/I/D/139447/01 – Issue 2 FINAL

Appendix B Proposed Site Layout

Architects are to be notified of any discrepancies. N Contractors must check all dimensions on site. This drawing is subject to copyright laws andr isuse fo on this project only. This drawing is to be used solely for the information as titled only. For other information refer to the latest revisionof any cross referenced drawings. SERVICE AREA & PARKING To be read in conjunction with relevant designdards/protocols stan TRACKED BY HIGHWAYS ENGINEERS This is a colour drawing. In order to ensure anyubsequent s reproduction is viewed correctly it should be printed in full colour. PROPOSED SERVICE RAMP & CONCRETE LOADING PLATFORM

APPLICATION SITE APPLICATION SITE BOUNDARY BOUNDARY LINE

EXTENT OF PROPOSED RETAINING WALL. DETAILS TO STRUCTURAL ENGINEERS DESIGN

EXISTING SUB-STATION RETAINED RIVER KENT RIVER

EXTERNAL PLANT AREA 2 PROPOSED FENCE & GATE

EXTERNAL PLANT AREA 1

EXISTING FENCE & GATE RETAINED

PROPOSED ALTERATIONS TO EXISTING CANOPY +44.19 OVER LOADING BAY

+45.51 EXISTING CUSTOMER +45.44 +45.51 ENTRANCE IMPROVED (MADE WIDER) SUBJECT TO APPROVAL +45.50 BY LPA

PROPOSED CANOPY

D R BEEZON FIELDS BEEZON N O Z PROPOSED CYCLE SHELTER E E B

PROPOSED INTERNAL AREAS FOODSTORE SQM SQFT SALES FLOOR 1,355 14,585 525 5,651 WAREHOUSE C1 PLANNING ISSUE 04.09.20 DM JM 1,076 WELFARE 100 Rev Description Date Drn Ckd UTILITY ROOM 23 248 Status FREEZER/CHILLER 110 1,184 ANCILLARY 214 2,303 PLANNING (EXCL. WELFARE & UTILITY, INCL. INTERNAL PARTITIONS)

TOTAL 2,327 25,047

SITE FINISHES SCHEDULE

PROPOSED 200mm X 100mm ANTHRACITE/ DARK GREY CONCRETE BLOCK PAVING

PROPOSED TARMAC

PROPOSED CONCRETE

Project PROPOSED SOFT LANDSCAPE KENDAL, BEEZON ROAD PROPOSED RETAINING WALL

2m HIGH CLOSE BOARD FENCE Client

A6 S EXISTING TARMAC PUBLIC FOOTPATH TATIO N RD RETAINED 2m HIGH TIMBER ACOUSTIC SCREENING FENCE AROUND EXTERNAL PLANT

Drawing Title

PROPOSED SITE PLAN & EXTERNAL WORKS ALL SIGNAGE ZONES INDICATED WILL BE SUBJECT PROPOSED SITE PLAN TO A SEPARATE APPLICATION 1 : 500 Proj Ref Origin Zone Level Type Role Num Status Rev 5 0 5 10 15 20 25 ALL PROPOSED MATERIALS, FINISHES & COLOURS - - - 7330 - SMR - 00 - XX - DR - A - - 2003 A3 - C1 ARE SUBJECT TO APPROVAL BY THE LOCAL SMR Job Ref Sheet Scale Drawn SCALE 1: 500 m AUTHORITY 7330-00-2003 A2 As indicated DM Proposed Lidl Store, Kendal - Flood Risk Assessment and Drainage Strategy D/I/D/139447/01 – Issue 2 FINAL

Appendix C EA Product 4 Data

Baseline - 1% 2020 AEP Phase 1 - 1% 2020 AEP

Proposed Linear Defences Proposed Pumping Station

Table 1 Peak flow (m3/s) for 1D model nodes in Kendal 20% AEP 5% AEP 2% AEP 1.33% AEP 1% AEP 1% AEP 0.1% AEP 1D Model 2020 2020 2020 2020 2020 2080 2020 Node Baseline Phase 1 Baseline Phase 1 Baseline Phase 1 Baseline Phase 1 Baseline Phase 1 Baseline Phase 1 Baseline Phase 1 KENT06_05294 189.658 189.74 244.262 247.21 278.967 288.45 295.29 308.02 307.626 323.37 343.366 364.95 421.459 455.49 KENT06_05250 202.338 203.12 246.066 254.4 275.333 292.02 289.067 311.36 299.726 326.37 328.494 364.77 395.467 446.62 KENT06_05201 208.317 209.04 239.137 242.58 256.441 257.95 265.204 270.6 270.936 280.9 287.365 306.89 326.083 363.27 KENT06_i19 201.396 202.08 224.067 226.76 236.914 233.95 243.127 244.4 247.702 252.86 259.87 274.12 289.115 320.57 KENT06_05139 195.068 195.72 207.987 210.02 214.072 211.46 217.166 212.69 219.967 218.9 226.784 234.36 243.626 268.4 KENT06_i20 197.354 198.1 207.045 209.39 211.46 211.15 213.997 211.88 216.181 213.54 222.021 228.09 236.778 260.24 KENT06_05075 196.349 197.31 201.693 204.87 204.399 206.21 206.59 206.72 208.325 206.79 213.55 218.67 226.341 249.34 KENT06_05033 202.234 202.89 214.718 216.31 221.208 218.04 224.807 219.26 227.115 225.64 234.384 240.92 251.261 275.72 KENT06_04990 193.532 193.89 200.566 201.13 205.692 202.75 208.733 204.39 210.229 209.7 216.29 221.71 229.761 250.69 KENT06_04943 200.746 198.1 212.105 209.98 214.109 215.38 215.029 219.81 215.495 223.71 217.97 231.56 231.157 253.56 KENT06_i21 209.778 205.65 235.043 235.77 237.438 253.58 238.622 258.41 239.252 261.93 239.266 265.84 239.076 272.2 KENT06_04891 215.369 213.84 244.254 251.27 246.845 275.44 248.442 280.52 249.322 284.45 247.292 287.57 244.398 292.76 KENT06_i22 211.891 213.56 240.396 256.98 242.7 280.68 243.653 285.2 244.379 288.44 243.212 293.38 240.422 300.67 KENT06_04831 210.614 212.47 241.936 258.97 243.94 288.6 245.013 295.67 245.601 298.28 246.662 300.69 245.341 304.97 KENT06_04783 217.802 218.96 272.316 289.5 283.128 332.08 285.331 338.74 286.248 342.26 290.47 348.32 295.949 355.15 KENT06_i23 219.273 218.97 281.419 289.33 296.259 329.9 302.227 337.38 304.714 340.84 310.238 344.04 315.589 350.01 KENT06_04728 214.165 213.79 268.846 275.13 281.2 313.19 288.328 319.9 290.732 327.79 295.938 331.96 301.441 338.89 KENT06_i24 218.925 218.61 284.319 288.06 309.073 332.81 317.632 341.13 320.073 344.91 325.815 348.38 358.135 368.73 KENT06_04672 218.173 217.87 285.419 289.43 311.264 335.64 321.524 344.32 324.721 348.24 332.929 352.02 368.02 378.4 KENT06_i25 216.934 216.61 282.099 285.75 308.362 329.91 322.021 340.95 324.676 344.64 339.591 354.9 368.751 377.92 KENT06_04617 215.66 215.33 279.481 283.12 306.956 327.4 320.52 337.48 324.325 341.38 341.505 354.25 373.996 381.39 KENT06_i26 216.845 216.51 281.352 284.32 309.669 327.61 322.213 337.81 326.908 342.57 345.911 358.64 381.725 389.85 KENT06_04564 216.683 216.34 281.391 284.57 312.621 327.42 323.71 338.01 330.737 342.19 350.733 361.34 383.747 390.37 KENT06_i27 218.137 217.79 282.876 286.41 324.239 327.98 340.071 344.46 350.291 356.42 377.701 383.45 421.457 424.53 KENT06_04512 218.704 218.35 283.655 286.77 327.25 327.92 344.503 346.2 355.33 360.04 388.842 393.69 435.551 436 KENT06_i28 220.041 219.7 288.776 293.84 334.228 340.37 353.116 355.59 366.278 371.05 401.71 415.1 475.67 477.42 KENT06_04459 213.73 213.36 277.634 280.06 327.036 322.27 347.155 342.28 357.663 358.22 397.052 399.18 450.711 444 KENT06_04458 213.73 213.36 277.634 280.06 327.036 322.27 347.155 342.28 357.663 358.22 397.052 399.18 435.089 425.29 KENT06_4458d 213.73 213.36 277.634 280.06 327.036 322.27 347.155 342.28 357.663 358.22 397.052 399.18 435.089 425.29 SPILL_04458 0 0 0 0 0 0 0 0 0 0 0 0 25.942 33.37 SPILL_04458d 0 0 0 0 0 0 0 0 0 0 0 0 25.942 33.37 KENT06_04457 213.73 213.36 277.634 280.06 327.036 322.27 347.155 342.28 357.663 358.22 397.052 399.18 450.711 444 KENT06_04411 219.296 218.92 285.97 289.6 335.261 331.17 356.138 355.17 370.005 371.55 409.818 412.97 470.728 466.09 KENT06_04392 219.292 218.91 285.977 289.57 334.787 330.11 353.669 352.55 367.076 367.58 404.369 406.73 461.814 459.14 KENT06_04378 219.298 218.91 285.98 289.57 335.162 331.44 355.825 354.59 369.652 370.37 407.702 410.32 464.524 461.1 KENT06_04363 219.293 218.9 285.957 289.57 335.175 330.76 355.293 356.56 369.902 375.88 414.313 417.24 468.927 465.59 KENT06_04349 219.304 218.91 285.97 289.6 335.268 330.92 355.487 355.28 369.81 372.86 412.258 415.94 471.519 466.66 KENT06_04340 219.304 218.91 285.97 289.6 335.268 330.92 355.487 355.28 369.81 372.86 412.258 415.94 471.519 466.66 KENT06_04337 219.29 218.9 285.968 289.61 335.253 331.88 355.193 354.27 369.146 370.83 406.739 404.19 448.139 440.77 KENT06_04322 219.303 218.9 285.184 289.59 333.126 330.56 352.833 353.12 366.587 368.96 401.543 400.18 435.333 431.51 KENT06_04307 219.28 218.88 285.81 289.58 333.886 330.5 353.55 352.97 367.436 368.84 404.503 408.26 461.015 457.43 KENT06_04292 219.302 218.9 281.558 284.3 327.343 324.45 346.373 347.85 360.11 363.69 399.861 403.13 463.133 458.13 KENT06_04277 219.269 218.88 285.315 288.4 331.84 327.92 350.782 349.62 364.22 365.56 402.333 405.86 467.631 463.75 KENT06_04245 218.718 218.01 281.492 284.26 325.116 321.68 341.909 336.75 354.039 350.69 385.325 388.31 446.973 443.19 KENT06_04199 207.193 206.69 269.707 271.52 310.286 303.33 326.406 314.89 337.74 325.95 355.744 355.38 407.934 404.42 KENT06_i29 216.847 216.3 277.116 277.21 315.658 305.24 329.163 316.09 338.942 326.16 354.512 351.71 402.278 398.47 KENT06_04148 209.387 208.74 265.049 264.62 301.28 290.19 314.177 302.19 324.145 312.43 339.59 336.98 385.098 381.6 KENT06_04107 204.499 203.65 254.98 254.13 289.256 278.62 302.297 290.58 312.551 300.44 327.42 324.66 372.9 368.69 KENT06_04062 203.131 201.7 244.465 242.38 274.37 266.95 286.205 275.64 294.769 285.05 309.558 307.9 353.503 350.32 KENT06_04016 199.274 197.93 241.085 237.96 271.425 257.57 283.662 269.43 291.996 278.2 305.551 299.77 349.218 341.22 KENT06_03971 210.945 218.8 263.426 289.14 293.521 327.16 304.91 336.89 316.128 345.94 321.159 365.3 364.879 399.97 KENT06_03922 216.691 218.81 278.223 289.13 328.75 328.77 345.132 346.51 354.651 359.11 360.603 386.79 398.07 431.8 KENT06_03878 219.15 218.78 284.211 289.06 334.891 328.4 355.367 350.42 367.082 364.94 381.594 398.74 429.719 452.86 KENT06_i30 219.166 218.78 285.446 289.03 337.219 332.06 359.074 357.78 372.174 373.78 408.161 410.96 463.617 470.56 KENT06_03814 219.141 218.76 285.436 288.97 337.182 332.01 359.025 358.42 372.109 375.24 412.281 414.83 475.811 477.77 KENT06_03813 219.141 218.76 285.436 288.97 337.182 332.01 359.025 358.42 372.109 375.24 412.281 412.66 450.062 447.63 KENT06_03812 219.141 218.76 285.436 288.97 337.182 332.01 359.025 358.42 372.109 375.24 412.281 412.66 450.062 447.63 SPILL_03814 0 0 0 0 0 0 0 0 0 0 0.008 2.792 39.125 41.98 SPILL_03814d 0 0 0 0 0 0 0 0 0 0 0.008 2.792 39.125 41.98 KENT06_03800 219.141 218.76 285.436 288.97 337.182 332.01 359.025 358.42 372.109 375.24 412.281 414.83 475.811 477.77 KENT06_i31 219.144 218.75 285.443 288.9 337.143 332.05 358.965 358.45 372.069 375.09 412.251 414.8 475.623 477.74 KENT06_03739 219.122 218.72 285.389 288.83 337.096 330.66 358.767 355.56 371.543 371.29 407.881 405.93 463.343 465.12 KENT06_03699 219.115 218.7 285.33 288.75 336.791 329.15 358.201 352.16 370.826 366.48 403.498 394.83 449.589 447.18 KENT06_i32 219.095 218.67 285.257 288.67 336.324 328.44 357.231 350.38 369.668 364.57 401.328 392.05 447.45 443.09 KENT06_03647 219.087 218.65 285.214 288.6 336.281 328.48 357.188 350.42 369.604 364.54 401.253 391.94 438.479 431.54 KENT06_03646 219.087 218.65 285.214 288.6 336.281 328.48 357.188 350.42 369.604 364.54 401.253 391.94 438.479 431.54 KENT06_03645 219.087 218.65 285.214 288.6 336.281 328.48 357.188 350.42 369.604 364.54 401.253 391.94 438.479 431.54 SPILL_03647 0 0 0 0 0 0 0 0 0 0 0 0 0 0 SPILL_03647d 0 0 0 0 0 0 0 0 0 0 0 0 0 0 KENT06_03637 219.087 218.65 285.214 288.6 336.281 328.48 357.188 350.42 369.604 364.54 401.253 391.94 438.479 431.54 KENT06_03589 218.805 218.58 277.012 288.45 312.826 326.24 324.89 344.05 333.577 355.68 353.921 371.45 386.33 397.09 KENT06_03587 218.805 218.58 277.012 288.45 312.826 326.24 324.89 344.05 333.577 355.68 353.921 371.45 386.33 397.09 KENT06_03580 218.798 218.57 275.056 288.43 309.767 325.76 322.93 342.82 331.618 353.92 352.515 370.39 388.385 398.54 KENT06_03570 218.826 218.6 272.949 288.45 305.006 324.64 317.881 339.86 326.326 350.09 346.806 367.03 381.125 394.67 KENT06_03561 219.945 219.88 272.992 289.43 304.975 325.64 317.853 340.84 326.295 351.09 346.784 368.09 381.435 395.77 KENT06_03547 219.354 219.07 264.982 277.08 292.112 310.56 304.473 323.65 312.506 334.51 332.253 352.94 367.467 380.86 KENT06_03532 219.287 218.84 258.002 267.86 280.89 297.5 292.963 307.87 301.709 318.44 321.034 335.15 363.224 372.52 KENT06_03507 217.385 216.48 245.236 250.48 263.989 274.55 274.765 283.32 285.29 291.72 299.586 306.17 340.805 345.39 KENT06_03465 214.697 212.87 229.161 229.09 236.705 245.89 245.592 252.46 252.792 257.67 265.503 268.39 297.623 305.07 KENT06_i33 214.783 213.08 236.117 239.86 239.916 256.59 245.17 261.26 249.308 264.05 260.788 267.33 299.087 294.93 KENT06_03406 219.7 219.67 271.823 288.64 277.909 311.88 279.131 315.77 279.793 318.28 280.409 320.31 276.002 322.26 KENT06_3406 219.7 219.67 271.823 288.64 277.909 301.47 279.131 302.08 279.793 302.83 280.409 304.14 276.002 302.64 KENT06_3405 219.7 219.67 271.823 288.64 277.909 301.47 279.131 302.08 279.793 302.83 280.409 304.14 276.002 302.64 SPILL_03406 0 0 0 0 8.212 14.473 18.276 27.559 25.101 36.514 51.748 61.344 113.375 121.04 SPILL_03406d 0 0 0 0 8.212 14.473 18.276 27.559 25.101 36.514 51.748 61.344 113.375 121.04 KENT06_03404 219.7 219.67 271.823 288.64 277.909 311.88 279.131 315.77 279.793 318.28 280.409 320.31 276.002 322.26 KENT06_03390 219.765 219.73 273.72 288.74 281.647 312.39 282.788 316.31 283.414 319.07 283.833 321.22 279.56 323.3 KENT06_03346 219.929 219.89 279.97 288.91 295.966 313.15 297.716 317.58 298.65 320.48 300.87 323.07 299.699 327.44 KENT06_03306 219.914 219.88 282.373 288.88 309.963 313.14 314.031 318.73 315.708 322.05 318.88 328.6 319.282 333.92 KENT06_i34 220.019 219.99 278.373 289 299.78 313.33 303.633 321.72 305.308 325.7 308.181 332.12 309.108 336.89 KENT06_03249 220.012 219.98 281.919 289 311.224 313.33 317.051 324.06 319.843 328.34 323.105 336.14 324.516 340.64 KENT06_03205 219.99 219.97 281.881 288.99 313.36 313.32 320.138 322.85 323.369 326.85 326.573 332.21 333.943 335.96 KENT06_03204 219.99 219.97 281.881 288.99 313.36 313.32 320.138 322.85 323.369 326.85 326.573 332.21 333.943 335.96 KENT06_03203 219.99 219.97 281.881 288.99 313.36 313.32 320.138 322.85 323.369 326.85 326.573 332.21 333.943 335.96 SPILL_03205 0 0 0 0 0 0 0 0 0 0 0 0 0.01 0.04 SPILL_03205d 0 0 0 0 0 0 0 0 0 0 0 0 0.01 0.04 KENT06_03197 219.99 219.97 281.881 288.99 313.36 313.32 320.138 322.85 323.369 326.85 326.573 332.21 333.943 335.96 KENT06_03184 220.07 220.05 281.931 289.12 313.467 313.48 320.282 322.96 323.509 326.99 327.888 332.22 342.708 335.7 KENT06_03173 220.107 220.09 281.627 289.17 312.859 313.59 319.78 323.58 323.423 327.74 330.443 333.93 358.809 347.93 KENT06_03154 220.108 220.09 279.066 289.15 306.644 314.6 312.806 324.86 316.051 329.09 330.875 335.24 363.472 357.1 KENT06_03139 220.088 220.08 280.319 289.12 311.173 314.66 318.587 324.76 322.828 328.82 333.161 334.33 378.426 356.5 KENT06_i35 213.061 220.19 260.707 289.23 287.388 314.82 294.45 324.95 298.659 328.95 309.348 333.73 354.072 344.31 KENT06_03086 214.121 220.18 252.598 289.16 273.994 314.79 280.102 324.88 283.736 328.86 294.224 333.57 339.643 352.93 KENT06_03077 214.121 220.18 252.598 289.16 273.994 314.79 280.102 324.88 283.736 328.86 294.224 333.57 339.643 352.93 KENT06_i36 207.942 216.07 234.855 273.78 258.03 306.05 262.432 315.26 265.469 319.37 274.756 323.65 317.327 340.16 KENT06_03016 217.999 220.23 253.708 287.91 272.149 313.02 277.942 322.87 281.448 326.57 291.493 330.85 332.177 353.47 KENT06_02969 213.412 217.5 245.869 281.97 270.847 310.27 276.496 319.51 278.965 322.71 301.572 326.68 365.636 355.96 KENT06_02926 201.397 220.46 226.274 289.59 243.82 315.01 249.724 324.22 252.998 327.15 266.103 331 311.352 339.27 KENT06_02921 205.283 220.48 232.581 289.6 252.457 314.94 259.037 324.26 262.969 327.17 278.987 331.01 333.523 349.76 KENT06_02917 205.283 220.48 232.581 289.6 252.457 314.94 259.037 324.26 262.969 327.17 278.987 331.01 333.523 349.76 KENT06_02872 211.643 218.17 235.346 272.95 255.24 299.09 258.162 307.27 259.753 309.33 264.58 312.67 311.053 320.22 KENT06_02871 211.643 218.17 235.346 272.95 255.24 299.09 258.162 307.27 259.424 309.33 260.918 312.67 261.089 313.26 KENT06_2871d 211.643 218.17 235.346 272.95 255.24 299.09 258.162 307.27 259.424 309.33 260.918 312.67 261.089 313.26 SPILL_02872 0 0 0 0 0 0 0.967 1.118 3.771 6.549 25.302 30.171 93.485 95.885 SPILL_02872d 0 0 0 0 0 0 0.967 1.118 3.771 6.549 25.302 30.171 93.485 95.885 KENT06_02870 211.643 218.17 235.346 272.95 255.24 299.09 258.162 307.27 259.753 309.33 264.58 312.67 311.053 320.22 KENT06_i37 215.037 218.42 242.242 268.88 260.555 292.3 262.903 299.8 263.897 301.77 265.137 304.33 312.438 309.43 KENT06_02806 217.092 218.53 246.21 264.58 261.037 286.58 262.276 293.92 262.774 295.89 264.12 298.16 290.944 298.52 KENT06_i38 215.352 216.19 249.189 262.32 259.446 278.63 260.743 285.75 260.262 287.88 262.484 289.65 273.566 290.19 KENT06_02755 215.781 216.87 251.716 263.05 257.86 272.36 258.424 279.3 258.734 281.44 259.929 282.82 265.865 283.68 KENT06_02747 217.497 218.09 236.593 242.39 238.747 244.86 239.076 249.4 239.36 251.17 239.777 252.37 237.101 253.11 KENT06_02740 217.497 218.09 236.593 242.39 238.747 244.86 239.076 249.4 239.36 251.17 239.777 252.37 237.101 253.11 KENT06_i39 220.329 220.93 238.69 241.84 239.614 243.23 239.732 243.43 239.674 243.3 238.035 241.71 238.458 242.22 KENT06_02677 220.052 220.64 241.738 245.18 242.518 246.24 242.667 246.41 242.906 246.41 241.493 244.62 242.548 245.77 KENT06_02649 218.485 218.82 242.039 245.54 242.889 246.36 242.991 246.57 243.139 246.93 243.905 246.75 268.841 271.94 KENT06_02631 217.228 217.53 241.41 243.16 242.716 244.28 247.576 245.96 249.927 250.15 257.568 259.97 289.217 291.75 KENT06_02610 218.908 219.24 248.151 249.78 257.832 252.43 264.847 261.91 268.2 267.41 279.817 281.15 320.06 320.93 KENT06_i40 223.044 223.57 279.906 288.46 302.553 302.08 313.144 317.19 319.703 327.54 339.905 349.23 397.265 404.98 KENT06_i41 222.406 222.54 283.343 289.51 325.037 315.88 340.117 340.19 348.66 354.05 376.082 385.41 444.923 455.56 KENT06_02509 219.153 220.02 280.456 287.07 329.088 316.15 347.933 354.67 358.504 372.06 390.573 398.65 467.917 472.74 KENT06_02459 220.145 220.68 278.931 284.7 317.669 308.65 333.142 329.25 342.784 344.05 376.725 382.24 463.924 470.74 KENT06_02445 223.2 223.73 285.216 293.92 318.273 316.3 325.448 328.4 328.325 332.46 347.606 349.66 427.032 427.43 KENT06_02439 223.2 223.73 285.216 293.92 318.273 316.3 325.448 328.4 328.325 332.46 347.606 349.66 427.032 427.43 KENT06_02414 223.332 223.85 285.739 294.04 313.093 315.73 315.845 324.27 316.901 326.57 317.506 328.46 318.212 329.48 KENT06_02413 223.332 223.85 285.739 294.04 313.093 315.73 315.845 324.27 316.901 326.57 317.506 328.46 318.212 329.48 KENT06_02412 223.332 223.85 285.739 294.04 313.093 315.73 315.845 324.27 316.901 326.57 317.506 328.46 318.212 329.48 SPILL_02414 0 0 0 0 0 0 0 0 0 0.005 0.738 1.119 18.464 18.239 SPILL_02414d 0 0 0 0 0 0 0 0 0 0.005 0.738 1.119 18.464 18.239 KENT06_02404 223.332 223.85 285.739 294.04 313.093 315.73 315.845 324.27 316.901 326.57 317.506 328.46 318.212 329.48 KENT06_i42 223.483 223.99 285.959 294.26 315.146 316.05 319.652 326.47 320.597 328.86 323.316 331.53 336.472 335.35 KENT06_02347 223.484 223.99 286.275 294.27 324.014 317.55 334.737 334.76 340.155 343.38 355.924 358.94 388.722 387.55 KENT06_i43 223.586 224.09 286.405 294.41 327.577 318.86 341.95 341.78 349.678 353.74 376.897 381.05 441.097 439.8 KENT06_02295 223.587 224.1 286.411 294.43 327.682 318.87 342.293 341.88 350.241 354.33 380.72 385.32 452.466 451.11 KENT06_i44 223.684 224.19 286.535 294.56 327.845 319 342.657 342.07 350.784 354.76 382.071 386.76 461.349 459.98 KENT06_02244 223.687 224.2 286.546 294.56 327.893 319.02 342.808 342.09 351.102 354.99 383.07 387.85 457.395 456.01 KENT06_i45 223.797 224.31 286.685 294.69 328.05 319.17 343.137 342.27 351.476 355.29 383.931 388.67 457.894 456.45 KENT06_02185 223.801 224.32 286.696 294.69 328.088 319.19 343.139 342.28 351.562 355.35 384.316 389.12 467.979 466.54 KENT06_02141 223.964 224.48 286.91 294.89 328.318 319.41 343.417 342.53 351.906 355.63 385.151 389.96 472.246 470.84 KENT06_02092 223.932 224.45 287.583 293.86 334.16 320.52 351.505 347.59 363.087 365.38 396.574 400.73 475.166 473.63 KENT06_02049 224.089 224.63 289.009 294.51 341.718 323.58 362.249 355.55 376.512 378.08 414.725 418.94 513.065 511.45 KENT06_02034 224.101 224.65 289.037 294.53 341.693 323.53 362.309 355.55 376.67 378.23 412.849 416.77 505.379 503.67 KENT06_02009 224.18 224.73 289.702 295.3 343.892 325.06 365.621 358.53 380.842 382.65 424.694 429.74 537.244 535.39 KENT06_01994 224.2 224.75 289.962 295.62 344.812 325.69 366.991 359.76 382.593 384.47 429.236 434.89 553.799 551.96 KENT06_01968 224.137 224.68 289.317 294.9 343.774 324.67 366.361 358.9 382.462 384.43 431.475 437.17 544.635 544.76 KENT06_01937 224.298 224.85 289.22 292.8 341.094 323.42 361.605 355.35 376.072 378.53 419.268 424.8 580.633 578.28 KENT06_01900 224.26 224.8 284.915 290.04 333.224 316.39 352.448 345.82 366.059 367.56 403.162 405.92 431.907 428.89 KENT06_01899 224.26 224.8 284.915 290.04 333.224 316.39 352.448 345.82 366.059 367.56 403.162 405.92 430.987 427.91 KENT06_01898 224.26 224.8 284.915 290.04 333.224 316.39 352.448 345.82 366.059 367.56 403.162 405.92 430.987 427.91 SPILL_01900 0 0 0 0 0 0 0 0 0 0 0 0 41.49 42.958 SPILL_01900d 0 0 0 0 0 0 0 0 0 0 0 0 41.49 42.958 KENT06_01885 224.26 224.8 284.915 290.04 333.224 316.39 352.448 345.82 366.059 367.56 403.162 405.92 431.907 428.89 KENT06_01846 217.017 217.51 273.668 278.5 318.264 302.6 335.002 328.85 347.053 348.08 380.601 382.85 414.384 411.02 KENT06_i46 223.135 223.67 284.28 289.33 330.702 314.62 348.392 342.06 360.487 361.41 395.543 399.02 458.686 455.89 KENT06_01789 218.023 218.55 279.098 284.39 326.597 310.15 344.536 338.01 356.792 357.64 392.42 396.21 465.934 464.92 KENT06_01746 218.543 219.03 274.695 279.41 318.947 304.33 336.132 332.09 347.941 351 383.53 389.76 468.725 469.63 KENT06_01741 221.3 221.79 276.393 280.8 319.543 304.82 335.991 331.96 347.248 350.11 381.274 387.45 470.36 471.42 KENT06_01735 221.3 221.79 276.393 280.8 319.543 304.82 335.991 331.96 347.248 350.11 381.274 387.45 470.36 471.42 KENT06_01709 224.784 225.31 288.237 293.39 336.266 319.4 354.336 347.96 366.292 367.53 401.494 406.42 492.732 493.43 KENT06_i47 223.489 224 287.716 293.37 337.821 320.86 356.848 351.33 369.652 372.35 406.888 413.31 488.855 490.77 KENT06_i48 224.881 225.39 290.639 296.48 344.876 326 366.307 359.26 380.805 382.53 422.017 427.14 529.961 529.9 KENT06_01604 224.905 225.42 290.672 296.53 345.046 326.07 366.38 359.24 380.428 381.83 421.444 425.72 539.031 535.37 KENT06_01561 225.055 225.57 275.36 296.72 316.095 326.27 332.239 357.31 343.228 377.14 374.703 412.85 468.794 500.91 KENT06_01556 225.065 225.58 291.087 296.74 345.167 326.29 366.052 357.84 379.811 378.98 413.703 417.8 509.749 512.11 KENT06_01551 225.065 225.58 291.087 296.74 345.167 326.29 366.052 357.84 379.811 378.98 413.703 417.8 509.749 512.11 KENT06_01504 225.271 225.79 291.35 297.01 345.372 326.61 366.254 358.23 380.388 381.05 424.025 429 545.995 546.54 KENT06_01457 225.266 225.79 291.138 297.01 344.588 326.59 365.824 358.74 380.403 382.38 426.623 431.83 562.122 561.57 KENT06_01408 225.458 225.98 291.602 297.27 346.224 326.89 367.944 360.5 383.003 384.85 431.303 436.45 574.332 573.4 KENT06_01404 225.458 225.98 291.61 297.27 346.28 326.89 368.005 360.5 383.059 384.86 431.357 436.46 577.164 576.26 KENT06_01398 225.458 225.98 291.61 297.27 346.28 326.89 368.005 360.5 383.059 384.86 431.357 436.46 577.164 576.26 KENT06_i49 225.632 226.16 291.845 297.51 346.546 327.15 368.291 360.79 383.34 385.16 431.702 436.92 577.596 576.59 KENT06_01323 225.628 226.16 291.853 297.51 346.564 327.15 368.288 360.79 383.326 385.16 431.727 436.77 577.679 576.69 KENT06_01266 225.859 226.39 292.163 297.82 346.924 327.52 368.709 361.17 383.733 385.61 432.284 437.5 578.88 577.72 KENT06_01265 231.159 231.69 298.001 303.71 352.975 333.51 374.925 367.28 390.04 391.86 438.776 444.02 584.878 583.42 KENT06_01227 231.158 231.69 297.721 303.79 350.509 333.64 370.66 365.38 384.416 386.23 425.038 429.75 547.969 552.35 KENT06_01225 231.204 231.69 297.117 303.79 347.698 333.64 367.223 365.13 380.627 386.02 423.775 429.32 557.386 554.79 KENT06_01220 231.204 231.69 297.117 303.79 347.698 333.64 367.223 365.13 380.627 386.02 423.775 429.32 557.386 554.79 KENT06_i51 231.355 231.84 296.631 304.19 343.072 334.17 360.833 366.36 373.078 386.67 412.329 425.94 538.061 540.12 KENT06_01153 231.379 231.84 298.89 304.35 353.056 334.42 373.738 367.57 387.682 390.31 426.601 436.01 554.939 556 KENT06_i52 231.493 231.96 298.572 304.82 347.885 334.98 366.353 368.1 382.55 389.8 418.537 430.99 523.551 533.59 KENT06_01095 231.489 231.95 298.573 304.82 347.875 334.98 366.339 368.09 382.521 389.76 418.687 431.36 524.143 535.05 KENT06_01053 231.655 232.12 298.803 305.04 348.155 335.25 366.737 368.37 382.813 390.11 419.762 432.92 523.119 532.18 KENT06_01051 231.655 232.12 298.802 305.04 348.151 335.25 366.738 368.37 382.881 390.1 420.585 432.83 524.899 532.55 KENT06_01046 231.655 232.12 298.802 305.04 348.151 335.25 366.738 368.37 382.881 390.1 420.585 432.83 524.899 532.55 KENT06_i53 231.65 232.12 298.799 305.04 348.153 335.25 366.683 368.37 382.861 390.11 420.584 432.74 524.912 532.54 KENT06_00989 231.646 232.12 298.804 305.04 348.15 335.25 366.66 368.37 382.859 390.1 420.584 432.7 524.908 532.55 KENT06_i54 231.749 232.22 298.94 305.18 348.321 335.42 366.851 368.55 383.048 390.29 420.802 432.95 525.203 532.86 KENT06_00936 231.746 232.22 298.945 305.18 348.324 335.41 366.819 368.54 383.053 390.29 420.799 432.99 525.236 532.81 KENT06_00886 231.741 232.21 298.941 305.19 348.137 335.43 365.684 367.25 380.077 387.52 411.795 425.6 495.98 503.85 KENT06_00839 231.744 232.21 298.945 305.19 348.14 335.42 365.76 367.24 380.077 387.5 410.461 425.07 484.062 492.72 KENT06_i55 231.852 232.31 299.087 305.33 348.306 335.59 365.937 367.44 383.039 387.96 415.393 425.81 482.897 491.56 KENT06_00786 231.855 232.31 299.082 305.33 348.284 335.59 365.735 366.96 383.334 385.86 412.369 419.17 461.186 468.65 KENT06_00741 231.854 232.3 297.961 303.77 340.507 329.02 355.664 356.88 371.166 373.59 397.745 402.25 445.963 454.65 KENT06_00713 231.857 232.3 296.255 302 340.304 329 356.849 358.2 371.128 373.62 397.202 401.09 446.4 450.02 KENT06_00675 232.008 232.45 299.31 305.58 348.739 335.97 366.145 367.61 386.146 386.41 420.736 420.99 474.725 476.68 KENT06_00626 232.01 232.45 299.304 305.58 348.718 335.97 366.096 367.6 386.278 386.54 422.003 422.29 486.078 488.05 KENT06_00583 231.73 232.16 297.424 303.73 346.056 333.75 362.847 364.23 382.476 382.73 417.718 418.02 482.885 485.02 KENT06_i56 230.482 230.88 292.416 298.44 340.908 328.28 358.506 360.13 379.362 379.74 417.676 418.36 495.879 497.85 KENT06_00523 223.921 224.26 274.305 279.09 313.126 302.68 326.996 327.95 343.471 343.59 373.663 373.78 431.975 433.68 KENT06_i57 222.269 222.59 269.077 273.5 304.858 295.08 317.442 318.17 332.475 332.47 359.849 359.72 410.971 412.47 KENT06_00467 220.897 221.19 262.807 266.67 294.143 285.31 304.95 305.23 317.812 317.61 341.078 340.5 381.179 382.62 KENT06_i58 218.887 219.17 258.377 261.94 287.446 279.04 297.298 297.35 309.079 308.8 330.363 329.57 365.644 367.06 KENT06_00416 219.734 220.04 261.832 265.4 290.892 282.36 300.611 300.48 312.347 311.97 333.163 332.16 365.308 366.75 KENT06_i59 220.875 221.22 267.057 270.78 297.272 288.22 307.086 306.44 319.48 318.91 339.589 338.01 367.529 369.15 KENT06_00353 224.578 224.96 275.586 279.72 308.827 298.89 319.478 318.55 333.473 332.72 354.149 352.19 381.482 382.87 KENT06_i60 224.826 225.2 276.43 280.71 310.775 300.41 321.685 320.76 336.439 335.54 356.727 354.49 383.304 384.66 KENT06_00295 223.886 224.24 272.814 277.03 306.829 296.38 317.548 316.76 332.182 331.3 352.306 349.87 379.362 380.72 KENT06_i61 221.606 221.93 267.939 272.09 301.792 291.32 312.71 311.87 326.951 326.06 347.674 345.39 375.485 377.04 KENT06_00234 219.873 220.2 265.531 269.34 298.486 287.67 309.171 307.83 322.498 321.55 343.943 341.35 371.045 372.9 KENT06_i62 222.175 222.51 267.064 270.62 299.253 288.19 309.901 307.93 322.575 321.48 344.122 341.42 371.673 372.89 KENT06_00176 225.977 226.34 272.542 276.14 305.602 294.01 316.857 314.54 329.728 328.45 353.117 350.63 385.504 386.3 KENT06_i63 225.995 226.36 271.139 274.47 302.479 290.74 313.114 310.23 325.234 323.75 348.115 345.26 380.337 381.67 KENT06_00121 224.671 224.99 265.325 268.72 296.403 284.69 306.943 303.87 319.128 317.25 343.834 340.24 382.624 384.99 KENT06_i64 221.749 222.01 257.711 261.12 288.756 277.01 299.989 296.09 313.452 309.64 345.138 338.71 395.82 401.33 KENT06_00064 220.63 220.86 254.176 257.5 286.129 273.27 298.243 292.33 313.136 306.04 348.249 335.83 417.803 418.8 KENT06_i65 219.015 219.21 252.529 256.11 281.879 273.08 290.159 292.97 300.464 306.07 320.467 326.53 451.527 436.91 KENT06_00004 211.698 211.84 242.323 245.76 268.205 262.33 273.785 278.55 275.45 287.48 281.736 296.96 286.293 301.69 KENT05_01707 211.686 211.83 242.293 245.75 268.257 262.32 273.852 278.54 275.429 287.47 281.687 296.94 286.203 301.64 KENT05_01698 211.686 211.83 242.293 245.75 268.257 262.32 273.852 278.54 275.429 287.47 281.687 296.94 286.203 301.64 KENT05_i1 232.595 233.04 285.335 288.52 310.204 302.88 314.552 315.92 315.86 323.71 318.661 331.89 320.224 336.55 KENT05_01601 232.587 233.03 297.614 302.82 331.39 326.52 337.175 345.75 338.926 355.08 341.805 364.04 343.72 368.96 KENT05_01556 232.575 233.02 299.023 305.92 335.684 336.51 342.407 361.69 344.501 372.22 348.269 382.12 350.374 387.41 KENT05_i2 232.571 233.02 298.888 305.91 332.784 336.48 339.417 360.86 340.851 370.77 344.939 380.3 347.122 385.54 KENT05_01497 232.563 233.01 298.888 305.89 332.33 336.49 339.319 362.16 341.275 372.82 345.369 382.8 347.962 388.74 KENT05_01449 232.748 233.2 299.118 306.14 332.331 336.78 338.925 362.08 341.171 372.44 345.335 383.08 347.682 389.19 KENT05_i3 232.739 233.19 298.915 305.9 331.972 336.39 338.411 361.58 340.62 371.87 344.618 382.4 347.071 388.41 KENT05_01391 232.411 232.86 297.247 304.11 329.844 334.13 335.98 359 337.999 369.07 342.009 379.33 344.162 384.94 KENT05_01349 232.128 232.57 295.216 301.94 327.009 331.27 332.822 355.54 334.917 364.96 338.571 374.26 340.297 378.66 KENT05_01302 231.608 232.05 293.683 300.27 324.955 329.24 330.485 353.19 332.793 362 337.73 370.02 341.431 374.91 KENT05_01237 226.838 227.25 283.588 289.53 321.528 315.55 336.233 333.94 351.055 351.76 379.536 384.72 415.77 421.72 KENT05_i5 229.615 230.03 288.814 295 329.156 321.9 346.296 339.35 363.308 362.54 400.896 403.93 452.27 455.39 KENT05_01181 230.371 230.79 293.328 299.96 337.129 328.85 355.007 347.4 365.378 367.47 381.577 383.4 411.142 414.59 KENT05_i6 215.843 216.15 259.288 263.36 291.186 284.58 305.893 299.16 315.355 316.68 330.861 332.59 362.322 364.85 KENT05_01094 210.157 210.42 247.426 250.64 274.638 268.88 287.415 281.54 295.559 297.1 308.986 310.61 337.559 339.97 KENT05_i7 209.905 210.15 244.705 246.99 268.229 263.13 279.725 274.35 287.956 289.06 302.476 304.02 336.416 337.97 KENT05_i8 214.249 214.51 249.232 251.6 271.587 266.73 282.612 277.36 292.018 292.21 310.01 311.42 353.207 354.56 KENT05_00991 219.545 219.85 261.212 264.5 285.313 280.33 297.218 291.17 309.31 308.15 332.975 334.09 384.598 386.01 MINT01_01227 73.051 73.051 97.24 97.19 115.73 115.71 124.83 124.81 131.342 131.33 150.469 150.47 197.737 197.74 MINT01_i0039 73.126 73.126 97.341 97.292 115.846 115.83 124.963 124.95 131.471 131.46 150.623 150.63 197.948 197.95 MINT01_01180 73.123 73.123 97.335 97.287 115.837 115.83 124.948 124.93 131.459 131.46 150.627 150.64 197.958 197.96 MINT01_i0040 73.181 73.181 97.412 97.366 115.931 115.93 125.076 125.02 131.567 131.57 150.754 150.77 198.114 198.11 MINT01_01143 73.177 73.177 97.406 97.361 115.927 115.94 125.037 125.02 131.568 131.56 150.77 150.79 198.126 198.12 MINT01_i0041 73.252 73.252 97.505 97.463 116.051 116.07 125.145 125.14 131.716 131.72 150.936 150.95 198.321 198.34 MINT01_01095 73.246 73.246 97.497 97.456 116.05 116.07 125.179 125.21 131.715 131.71 150.949 150.96 198.351 198.36 MINT01_i0042 73.336 73.336 97.617 97.576 116.209 116.23 125.341 125.33 131.879 131.86 150.281 150.14 193.826 193.48 MINT01_01037 73.326 73.326 97.606 97.564 116.188 116.2 125.057 125 130.762 130.71 146.842 146.05 187.421 187.18 MINT01_i0043 73.399 73.399 97.707 97.663 115.468 115.46 122.592 122.64 127.339 127.32 143.965 144.5 183.66 183.48 MINT01_00988 73.388 73.389 97.554 97.509 114.791 114.79 122.584 122.82 129.029 128.73 143.565 143.83 183.56 183.65 MINT01_i0044 73.463 73.463 97.676 97.647 114.692 114.73 123.546 123.06 129.719 129.73 142.627 142.69 179.995 180.4 MINT01_00936 73.462 73.462 96.556 96.526 114.366 114.38 122.06 122.06 128.379 128.35 143.661 143.88 183.784 184.13 MINT01_i0045 73.533 73.533 97.807 97.77 113.042 112.98 122.92 122.85 128.576 128.44 138.436 138.02 172.108 172.23 MINT01_00897 73.537 73.537 97.903 97.864 116.602 116.6 125.66 125.53 132.184 132.18 151.04 150.86 193.03 192.63 MINT01_00896 73.537 73.537 97.903 97.864 116.602 116.6 125.66 125.53 132.184 132.18 151.04 150.86 193.03 192.63 MINT01_00893 73.537 73.537 97.903 97.864 116.601 116.6 125.656 125.53 132.186 132.18 151.403 151.33 196.562 196.14 MINT01_i0046 73.54 73.54 97.907 97.86 116.603 116.59 125.639 125.51 132.19 132.17 151.597 151.39 198.336 198.29 MINT01_00834 73.542 73.541 97.893 97.835 116.553 116.5 125.573 125.55 132.09 131.99 151.271 151.98 196.803 200.09 MINT01_i0047 73.547 73.547 96.368 96.123 113.385 112.4 122.669 119.24 129.088 124.51 150.535 143.69 192.107 189.57 MINT01_00779 73.551 73.551 94.804 94.584 108.627 107.42 115.32 114.65 119.886 120.4 135.059 139.38 180.263 184.53 MINT01_00778 73.953 73.953 95.21 94.989 109.033 107.83 115.722 115.04 120.282 120.78 135.44 139.71 180.593 184.83 MINT01_i0048 73.958 73.958 95.209 94.988 109.037 107.8 115.72 115.03 120.287 120.75 135.434 139.69 180.651 184.79 MINT01_00717 73.963 73.962 96.501 96.329 110.848 111.33 118.178 119.25 123.531 125.5 140.302 145.16 185.972 191.7 MINT01_i0049 73.971 73.969 95.93 93.237 104.791 103.97 110.568 110.85 114.681 116.41 128.368 135.64 175.036 180.44 MINT01_00659 73.972 73.969 97.348 96.082 111.782 109.54 118.738 116.23 123.555 121.21 138.008 137.38 176.386 179.73 MINT01_i0050 73.978 73.975 98.055 97.643 115.871 114.98 124.369 123.33 130.436 129.31 148.225 146.91 188.076 182.72 MINT01_00596 73.963 73.977 97.746 97.931 115.909 116.46 124.656 125.43 130.885 131.92 148.413 149.48 179.68 171.41 MINT01_00595 73.963 73.977 97.746 97.931 115.909 116.46 124.656 125.43 130.885 131.92 148.413 149.48 179.667 168.22 MINT01_00594 73.963 73.977 97.746 97.931 115.909 116.46 124.656 125.43 130.885 131.92 148.413 149.48 179.667 168.22 SPILL_00596 0 0 0 0 0 0 0 0 0 0 0 0.004 0.013 3.198 SPILL_00596d 0 0 0 0 0 0 0 0 0 0 0 0.004 0.013 3.198 MINT01_00579 73.963 73.977 97.746 97.931 115.909 116.46 124.656 125.43 130.885 131.92 148.413 149.48 179.68 171.41 MINT01_i0051 73.965 73.984 94.412 97.929 108.641 116.47 115.66 125.45 121.273 131.93 137.966 149.5 173.36 172.65 MINT01_i0052 73.965 73.984 94.408 97.92 107.825 116.47 114.21 125.46 119.135 131.93 132.253 149.5 161.137 172.28 MINT01_00508 73.964 73.984 94.39 97.91 107.982 116.47 114.332 125.46 119.285 131.93 132.393 149.5 160.553 172.17 MINT01_i0053 73.969 73.988 94.366 97.92 105.678 116.48 111.241 125.47 115.568 131.95 127.038 149.51 153.124 173.94 MINT01_00457 73.954 73.992 91.413 97.932 99.11 116.49 103.183 125.47 106.521 131.96 115.596 149.53 138.104 174.13 MINT01_00455 73.955 73.992 91.412 97.932 99.11 116.49 103.187 125.47 106.529 131.96 115.609 149.53 138.116 174.15 MINT01_00448 73.954 73.991 93.973 97.932 103.576 116.49 107.751 125.47 111.062 131.96 119.823 149.53 141.128 176.65 MINT01_i0054 73.952 73.99 94.384 97.937 104.914 116.49 109.125 125.46 112.412 131.96 121.22 149.53 141.92 179.76 MINT01_00402 73.95 73.988 94.381 97.941 105.17 116.48 109.316 125.44 112.528 131.96 120.868 149.53 139.988 180.64 MINT01_00401 73.95 73.988 94.382 97.941 105.173 116.48 109.321 125.44 112.533 131.96 120.877 149.53 139.997 180.65 MINT01_00398 73.95 73.987 94.381 97.94 105.173 116.48 109.319 125.44 112.536 131.96 120.874 149.53 139.995 180.66 MINT01_i0055 73.947 73.985 94.374 97.948 105.093 116.49 108.995 125.42 111.975 131.96 119.34 149.04 135.954 174.43 MINT01_00338 73.949 73.987 94.375 97.957 105.097 116.49 109 125.43 111.972 131.97 118.624 149.05 129.532 174.4 MINT01_00337 73.948 73.987 94.375 97.957 105.096 116.49 108.998 125.42 111.972 131.97 118.611 149.05 129.529 174.41 MINT01_00332 73.95 73.988 94.373 97.955 105.099 116.49 109.005 125.42 111.986 131.97 118.66 149.05 129.539 174.4 MINT01_i0056 73.945 73.984 94.367 97.957 105.094 116.49 108.996 125.42 111.979 131.97 118.84 149.05 129.925 174.34 MINT01_00275 73.945 73.984 94.363 97.96 105.093 116.48 109.001 125.41 111.971 131.97 120.184 149.04 135.929 174.36 MINT01_i0057 73.947 73.985 94.366 97.964 104.637 116.48 108.2 125.42 110.928 131.97 118.896 149.05 134.285 174.39 MINT01_00226 73.947 73.985 95.1 97.966 106.174 116.47 109.723 125.41 112.364 131.97 119.794 149.04 131.961 174.38 MINT01_i0058 73.948 73.987 95.107 97.974 106.178 116.48 109.62 125.41 112.001 131.98 117.748 149.04 126.743 174.41 MINT01_00171 71.943 71.978 91.355 93.899 100.981 110.28 104.13 119.42 106.331 125.59 111.883 141.91 121.421 166.89 MINT01_i0059 71.079 71.103 85.539 87.953 94.436 103.57 97.651 112.33 99.924 118.21 105.85 134.17 120.184 159.07 MINT01_00115 72.849 72.879 87.713 89.462 95.199 103.07 98.755 110.47 101.366 115.11 108.821 129.82 127.725 155.39 MINT01_i0060 72.844 72.873 87.709 89.469 94.825 101.93 98.124 108.94 100.656 113.32 107.985 127.35 126.33 151.54 MINT01_00068 72.835 72.862 87.755 89.653 95.114 101.46 98.345 108.14 100.729 112.31 107.924 125.96 126.215 149.93 MINT01_i0061 73.172 73.203 89.048 91.215 97.014 104.39 100.516 111.49 103.241 115.55 111.286 129.89 131.174 155.47 MINT01_00022 70.176 70.212 88.758 91.32 98.194 106.06 102.371 113.91 105.561 119.36 114.77 134.62 137.263 162.79

Table 1 Peak stage (mAOD) for 1D model nodes in Kendal 20% AEP 5% AEP 2% AEP 1.33% AEP 1% AEP 1% AEP 0.1% AEP 1D Model 2020 2020 2020 2020 2020 2080 2020 Node Baseline Phase 1 Baseline Phase 1 Baseline Phase 1 Baseline Phase 1 Baseline Phase 1 Baseline Phase 1 Baseline Phase 1 KENT06_05294 47.832 47.834 48.073 48.116 48.192 48.336 48.247 48.402 48.289 48.451 48.41 48.568 48.694 48.796 KENT06_05250 47.819 47.821 48.065 48.104 48.185 48.326 48.244 48.391 48.285 48.439 48.41 48.557 48.701 48.79 KENT06_05201 47.684 47.685 47.934 47.981 48.061 48.23 48.122 48.294 48.165 48.342 48.3 48.459 48.61 48.692 KENT06_i19 47.626 47.628 47.892 47.943 48.025 48.206 48.09 48.273 48.134 48.321 48.275 48.44 48.596 48.68 KENT06_05139 47.326 47.324 47.664 47.738 47.824 48.07 47.9 48.138 47.95 48.184 48.117 48.303 48.472 48.541 KENT06_i20 47.161 47.156 47.588 47.678 47.769 48.046 47.857 48.118 47.909 48.166 48.09 48.289 48.467 48.536 KENT06_05075 46.987 46.975 47.546 47.649 47.745 48.042 47.838 48.116 47.895 48.166 48.086 48.294 48.48 48.562 KENT06_05033 47.038 47.03 47.551 47.653 47.743 48.038 47.834 48.11 47.891 48.16 48.08 48.289 48.47 48.551 KENT06_04990 46.89 46.881 47.474 47.583 47.678 47.981 47.771 48.058 47.832 48.108 48.029 48.241 48.428 48.51 KENT06_04943 46.832 46.846 47.453 47.55 47.683 47.946 47.78 48.027 47.844 48.084 48.045 48.24 48.448 48.523 KENT06_i21 46.704 46.733 47.315 47.392 47.589 47.771 47.701 47.859 47.768 47.924 47.987 48.117 48.404 48.455 KENT06_04891 46.575 46.59 47.225 47.244 47.532 47.61 47.652 47.703 47.726 47.777 47.95 47.995 48.388 48.406 KENT06_i22 46.552 46.543 47.207 47.171 47.513 47.55 47.64 47.65 47.709 47.725 47.933 47.922 48.372 48.352 KENT06_04831 46.517 46.506 47.134 47.119 47.45 47.475 47.583 47.567 47.655 47.658 47.895 47.884 48.353 48.334 KENT06_04783 46.357 46.347 46.854 46.809 47.164 47.092 47.304 47.216 47.383 47.299 47.641 47.54 48.221 48.178 KENT06_i23 46.205 46.206 46.634 46.64 46.946 46.933 47.092 47.08 47.181 47.19 47.465 47.456 48.077 48.074 KENT06_04728 46.031 46.034 46.543 46.559 46.911 46.884 47.047 47.023 47.15 47.105 47.44 47.427 48.066 48.074 KENT06_i24 45.926 45.93 46.357 46.403 46.668 46.681 46.825 46.888 46.965 47.019 47.278 47.322 47.798 47.839 KENT06_04672 45.927 45.931 46.362 46.409 46.679 46.688 46.833 46.896 46.964 47.022 47.277 47.329 47.795 47.837 KENT06_i25 45.891 45.895 46.339 46.389 46.656 46.681 46.794 46.872 46.929 46.992 47.223 47.284 47.772 47.817 KENT06_04617 45.863 45.868 46.321 46.371 46.636 46.666 46.766 46.854 46.907 46.977 47.192 47.268 47.741 47.79 KENT06_i26 45.842 45.847 46.303 46.359 46.621 46.661 46.756 46.849 46.9 46.97 47.185 47.262 47.731 47.779 KENT06_04564 45.833 45.838 46.3 46.355 46.612 46.661 46.747 46.856 46.897 46.977 47.181 47.261 47.743 47.794 KENT06_i27 45.805 45.81 46.273 46.329 46.555 46.648 46.677 46.81 46.824 46.919 47.094 47.191 47.65 47.71 KENT06_04512 45.782 45.788 46.251 46.309 46.527 46.633 46.646 46.79 46.793 46.894 47.05 47.151 47.612 47.679 KENT06_i28 45.778 45.785 46.248 46.302 46.525 46.616 46.644 46.787 46.789 46.892 47.047 47.13 47.563 47.63 KENT06_04459 45.794 45.8 46.28 46.339 46.554 46.663 46.671 46.826 46.821 46.93 47.077 47.18 47.636 47.71 KENT06_04458 45.794 45.8 46.28 46.339 46.554 46.663 46.671 46.826 46.821 46.93 47.077 47.18 47.636 47.71 KENT06_4458d 45.78 45.786 46.259 46.319 46.528 46.639 46.642 46.8 46.793 46.903 47.044 47.148 47.569 47.638 SPILL_04458 45.794 45.8 46.28 46.339 46.554 46.663 46.671 46.826 46.821 46.93 47.077 47.18 47.636 47.71 SPILL_04458d 45.78 45.786 46.259 46.319 46.528 46.639 46.642 46.8 46.793 46.903 47.044 47.148 47.569 47.638 KENT06_04457 45.78 45.786 46.259 46.319 46.528 46.639 46.642 46.8 46.793 46.903 47.044 47.148 47.569 47.638 KENT06_04411 45.641 45.649 46.1 46.162 46.352 46.486 46.457 46.638 46.615 46.735 46.859 46.974 47.392 47.471 KENT06_04392 45.592 45.6 46.051 46.116 46.303 46.453 46.416 46.609 46.581 46.71 46.837 46.958 47.382 47.468 KENT06_04378 45.54 45.55 46.001 46.068 46.246 46.401 46.351 46.556 46.522 46.655 46.774 46.901 47.336 47.423 KENT06_04363 45.501 45.512 45.962 46.032 46.206 46.369 46.311 46.514 46.48 46.603 46.712 46.844 47.293 47.381 KENT06_04349 45.535 45.545 46.003 46.072 46.256 46.412 46.364 46.564 46.533 46.661 46.776 46.902 47.344 47.43 KENT06_04340 45.46 45.471 45.911 45.995 46.226 46.396 46.341 46.547 46.514 46.644 46.755 46.877 47.298 47.383 KENT06_04337 45.469 45.479 45.912 45.995 46.221 46.39 46.335 46.541 46.509 46.638 46.756 46.892 47.326 47.415 KENT06_04322 45.42 45.431 45.857 45.94 46.165 46.338 46.277 46.49 46.458 46.587 46.708 46.846 47.304 47.387 KENT06_04307 45.362 45.374 45.792 45.881 46.098 46.288 46.208 46.438 46.398 46.534 46.639 46.768 47.195 47.282 KENT06_04292 45.318 45.331 45.764 45.86 46.078 46.277 46.192 46.42 46.375 46.516 46.615 46.748 47.158 47.251 KENT06_04277 45.303 45.316 45.739 45.837 46.056 46.264 46.172 46.415 46.367 46.511 46.61 46.744 47.149 47.243 KENT06_04245 45.241 45.257 45.691 45.795 46.021 46.247 46.144 46.409 46.357 46.512 46.613 46.75 47.162 47.256 KENT06_04199 45.187 45.204 45.607 45.72 45.932 46.184 46.053 46.354 46.288 46.463 46.564 46.713 47.122 47.218 KENT06_i29 45.07 45.09 45.49 45.623 45.826 46.127 45.959 46.295 46.215 46.407 46.508 46.672 47.087 47.187 KENT06_04148 45.025 45.047 45.463 45.604 45.811 46.12 45.945 46.289 46.208 46.401 46.502 46.669 47.09 47.19 KENT06_04107 44.943 44.97 45.406 45.56 45.765 46.091 45.898 46.262 46.173 46.375 46.471 46.643 47.061 47.166 KENT06_04062 44.767 44.809 45.309 45.491 45.701 46.054 45.843 46.229 46.138 46.344 46.442 46.618 47.041 47.147 KENT06_04016 44.636 44.69 45.204 45.415 45.607 46.007 45.75 46.186 46.073 46.304 46.382 46.583 46.989 47.116 KENT06_03971 44.332 44.278 44.872 44.849 45.33 45.527 45.491 45.731 45.9 45.868 46.227 46.191 46.854 46.816 KENT06_03922 44.103 44.092 44.599 44.706 44.918 45.424 45.067 45.603 45.676 45.723 46.031 46.019 46.703 46.638 KENT06_03878 44.01 44.021 44.52 44.696 44.873 45.452 45.003 45.632 45.626 45.75 45.977 46.038 46.677 46.651 KENT06_i30 43.971 43.983 44.483 44.675 44.835 45.424 44.958 45.592 45.536 45.704 45.869 45.983 46.576 46.593 KENT06_03814 43.934 43.948 44.45 44.651 44.809 45.412 44.932 45.577 45.52 45.687 45.842 45.959 46.53 46.563 KENT06_03813 43.934 43.948 44.45 44.651 44.809 45.412 44.932 45.577 45.52 45.687 45.842 45.959 46.53 46.563 KENT06_03812 43.905 43.918 44.405 44.605 44.746 44.934 44.862 45.03 44.928 45.088 45.137 45.244 45.745 45.778 SPILL_03814 43.934 43.948 44.45 44.651 44.809 45.412 44.932 45.577 45.52 45.687 45.842 45.959 46.53 46.563 SPILL_03814d 43.905 43.918 44.405 44.605 44.746 44.934 44.862 45.03 44.928 45.088 45.137 45.244 45.745 45.778 KENT06_03800 43.905 43.918 44.405 44.605 44.746 44.934 44.862 45.03 44.928 45.088 45.137 45.244 45.745 45.778 KENT06_i31 43.835 43.85 44.342 44.558 44.694 44.898 44.813 44.995 44.881 45.054 45.1 45.213 45.733 45.769 KENT06_03739 43.782 43.799 44.297 44.523 44.653 44.874 44.774 44.979 44.847 45.043 45.092 45.218 45.754 45.791 KENT06_03699 43.661 43.683 44.186 44.437 44.55 44.799 44.67 44.912 44.745 44.98 45.02 45.17 45.723 45.769 KENT06_i32 43.674 43.696 44.214 44.465 44.587 44.832 44.713 44.949 44.79 45.019 45.065 45.212 45.768 45.815 KENT06_03647 43.677 43.699 44.227 44.478 44.605 44.848 44.732 44.966 44.81 45.037 45.086 45.234 45.81 45.86 KENT06_03646 43.677 43.699 44.227 44.478 44.605 44.848 44.732 44.966 44.81 45.037 45.086 45.234 45.81 45.86 KENT06_03645 43.629 43.652 44.163 44.424 44.517 44.763 44.628 44.87 44.697 44.932 44.96 45.107 45.625 45.677 SPILL_03647 43.677 43.699 44.227 44.478 44.605 44.848 44.732 44.966 44.81 45.037 45.086 45.234 45.81 45.86 SPILL_03647d 43.629 43.652 44.163 44.424 44.517 44.763 44.628 44.87 44.697 44.932 44.96 45.107 45.625 45.677 KENT06_03637 43.629 43.652 44.163 44.424 44.517 44.763 44.628 44.87 44.697 44.932 44.96 45.107 45.625 45.677 KENT06_03589 43.56 43.586 44.142 44.397 44.537 44.747 44.665 44.868 44.742 44.94 45.016 45.133 45.674 45.709 KENT06_03587 43.485 43.513 44.079 44.342 44.482 44.694 44.611 44.816 44.689 44.889 44.969 45.085 45.635 45.669 KENT06_03580 43.47 43.499 44.067 44.331 44.472 44.683 44.601 44.806 44.679 44.879 44.959 45.074 45.625 45.659 KENT06_03570 43.471 43.501 44.07 44.332 44.477 44.685 44.606 44.808 44.683 44.882 44.963 45.078 45.629 45.662 KENT06_03561 43.469 43.498 44.069 44.33 44.475 44.682 44.604 44.806 44.682 44.879 44.961 45.075 45.627 45.66 KENT06_03547 43.461 43.49 44.068 44.331 44.476 44.685 44.605 44.808 44.683 44.881 44.962 45.077 45.627 45.66 KENT06_03532 43.439 43.47 44.055 44.321 44.467 44.677 44.596 44.801 44.673 44.874 44.95 45.07 45.612 45.646 KENT06_03507 43.386 43.419 44.024 44.297 44.442 44.658 44.57 44.783 44.648 44.857 44.926 45.051 45.587 45.624 KENT06_03465 43.295 43.335 43.996 44.278 44.431 44.65 44.562 44.779 44.641 44.858 44.923 45.056 45.594 45.626 KENT06_i33 43.239 43.282 43.947 44.232 44.406 44.611 44.544 44.757 44.626 44.841 44.91 45.052 45.576 45.623 KENT06_03406 43.154 43.195 43.798 44.074 44.359 44.468 44.527 44.656 44.623 44.766 44.935 45.033 45.616 45.639 KENT06_3406 43.154 43.195 43.798 44.074 44.359 44.468 44.527 44.656 44.623 44.766 44.935 45.033 45.616 45.639 KENT06_3405 43.031 43.075 43.647 43.858 44.162 44.169 44.338 44.377 44.443 44.513 44.785 44.852 45.501 45.513 SPILL_03406 43.154 43.195 43.798 44.074 44.359 44.468 44.527 44.656 44.623 44.766 44.935 45.033 45.616 45.639 SPILL_03406d 43.031 43.075 43.647 43.858 44.162 44.169 44.338 44.377 44.443 44.513 44.785 44.852 45.501 45.513 KENT06_03404 43.031 43.075 43.647 43.858 44.162 44.169 44.338 44.377 44.443 44.513 44.785 44.852 45.501 45.513 KENT06_03390 43.094 43.136 43.694 43.908 44.181 44.212 44.357 44.409 44.462 44.54 44.805 44.873 45.52 45.538 KENT06_03346 43.095 43.137 43.684 43.911 44.142 44.213 44.319 44.395 44.426 44.515 44.776 44.836 45.495 45.509 KENT06_03306 43.05 43.094 43.636 43.873 44.081 44.177 44.26 44.359 44.368 44.483 44.729 44.803 45.465 45.476 KENT06_i34 43.012 43.057 43.602 43.834 44.059 44.136 44.237 44.318 44.346 44.454 44.714 44.793 45.461 45.478 KENT06_03249 42.959 43.005 43.534 43.78 43.977 44.081 44.153 44.262 44.265 44.404 44.644 44.747 45.417 45.443 KENT06_03205 42.909 42.958 43.493 43.748 43.941 44.055 44.118 44.247 44.231 44.389 44.609 44.721 45.375 45.411 KENT06_03204 42.909 42.958 43.493 43.748 43.941 44.055 44.118 44.247 44.231 44.389 44.609 44.721 45.375 45.411 KENT06_03203 42.851 42.9 43.37 43.613 43.781 43.887 43.942 44.066 44.048 44.207 44.408 44.537 45.188 45.228 SPILL_03205 42.909 42.958 43.493 43.748 43.941 44.055 44.118 44.247 44.231 44.389 44.609 44.721 45.375 45.411 SPILL_03205d 42.851 42.9 43.37 43.613 43.781 43.887 43.942 44.066 44.048 44.207 44.408 44.537 45.188 45.228 KENT06_03197 42.851 42.9 43.37 43.613 43.781 43.887 43.942 44.066 44.048 44.207 44.408 44.537 45.188 45.228 KENT06_03184 42.849 42.898 43.371 43.616 43.785 43.891 43.946 44.071 44.05 44.211 44.408 44.54 45.18 45.224 KENT06_03173 42.858 42.906 43.38 43.622 43.791 43.895 43.95 44.074 44.051 44.209 44.399 44.532 45.163 45.209 KENT06_03154 42.829 42.879 43.356 43.596 43.777 43.868 43.939 44.049 44.042 44.185 44.383 44.508 45.141 45.183 KENT06_03139 42.807 42.858 43.331 43.577 43.748 43.849 43.909 44.034 44.011 44.173 44.357 44.499 45.109 45.173 KENT06_i35 42.761 42.791 43.319 43.516 43.747 43.792 43.909 43.988 44.011 44.134 44.358 44.472 45.112 45.161 KENT06_03086 42.66 42.691 43.27 43.432 43.722 43.715 43.889 43.923 43.994 44.074 44.344 44.419 45.099 45.11 KENT06_03077 42.545 42.571 43.166 43.307 43.629 43.591 43.799 43.811 43.907 43.972 44.264 44.329 45.022 45.027 KENT06_i36 42.52 42.539 43.173 43.305 43.634 43.575 43.807 43.805 43.914 43.967 44.273 44.324 45.034 45.025 KENT06_03016 42.459 42.493 43.108 43.241 43.586 43.529 43.76 43.774 43.87 43.938 44.235 44.294 45.001 44.991 KENT06_02969 42.431 42.46 43.1 43.223 43.568 43.506 43.745 43.772 43.854 43.934 44.201 44.287 44.942 44.974 KENT06_02926 42.414 42.397 43.1 43.153 43.581 43.447 43.756 43.745 43.866 43.914 44.228 44.275 44.987 44.97 KENT06_02921 42.378 42.367 43.068 43.124 43.549 43.419 43.725 43.722 43.834 43.891 44.194 44.25 44.945 44.94 KENT06_02917 42.298 42.273 42.999 43.019 43.485 43.315 43.663 43.644 43.773 43.817 44.134 44.182 44.88 44.869 KENT06_02872 42.243 42.237 42.973 43.032 43.469 43.331 43.656 43.666 43.773 43.842 44.148 44.211 44.905 44.904 KENT06_02871 42.243 42.237 42.973 43.032 43.469 43.331 43.656 43.666 43.773 43.842 44.148 44.211 44.905 44.904 KENT06_2871d 42.199 42.191 42.932 42.976 43.421 43.276 43.592 43.593 43.699 43.758 44.057 44.11 44.795 44.787 SPILL_02872 42.243 42.237 42.973 43.032 43.469 43.331 43.656 43.666 43.773 43.842 44.148 44.211 44.905 44.904 SPILL_02872d 42.199 42.191 42.932 42.976 43.421 43.276 43.592 43.593 43.699 43.758 44.057 44.11 44.795 44.787 KENT06_02870 42.199 42.191 42.932 42.976 43.421 43.276 43.592 43.593 43.699 43.758 44.057 44.11 44.795 44.787 KENT06_i37 42.163 42.161 42.905 42.968 43.405 43.276 43.58 43.597 43.69 43.764 44.052 44.121 44.792 44.797 KENT06_02806 42.13 42.134 42.887 42.964 43.4 43.275 43.58 43.6 43.692 43.771 44.06 44.133 44.811 44.818 KENT06_i38 42.107 42.112 42.863 42.949 43.393 43.27 43.577 43.594 43.691 43.766 44.063 44.132 44.819 44.821 KENT06_02755 42.08 42.085 42.84 42.929 43.384 43.264 43.569 43.585 43.683 43.757 44.059 44.125 44.818 44.818 KENT06_02747 42.028 42.034 42.842 42.941 43.398 43.288 43.582 43.6 43.696 43.77 44.072 44.137 44.833 44.832 KENT06_02740 41.937 41.943 42.777 42.876 43.352 43.235 43.541 43.558 43.658 43.733 44.041 44.106 44.806 44.803 KENT06_i39 41.879 41.885 42.756 42.861 43.341 43.227 43.531 43.55 43.648 43.725 44.032 44.098 44.8 44.798 KENT06_02677 41.838 41.844 42.727 42.841 43.318 43.212 43.507 43.53 43.625 43.704 44.01 44.078 44.78 44.778 KENT06_02649 41.794 41.801 42.696 42.814 43.288 43.188 43.475 43.499 43.592 43.672 43.976 44.043 44.744 44.742 KENT06_02631 41.741 41.749 42.664 42.775 43.25 43.152 43.436 43.462 43.552 43.633 43.935 44.004 44.702 44.699 KENT06_02610 41.703 41.71 42.62 42.729 43.201 43.107 43.386 43.415 43.502 43.586 43.883 43.954 44.643 44.643 KENT06_i40 41.68 41.687 42.524 42.624 43.107 42.996 43.289 43.304 43.402 43.471 43.779 43.835 44.525 44.511 KENT06_i41 41.669 41.678 42.513 42.621 43.061 42.967 43.236 43.26 43.347 43.423 43.717 43.774 44.454 44.433 KENT06_02509 41.662 41.668 42.513 42.621 43.051 42.964 43.221 43.231 43.329 43.39 43.694 43.754 44.424 44.411 KENT06_02459 41.634 41.641 42.502 42.612 43.061 42.967 43.236 43.264 43.346 43.426 43.71 43.773 44.429 44.413 KENT06_02445 41.603 41.61 42.474 42.58 43.047 42.941 43.237 43.255 43.357 43.433 43.739 43.807 44.467 44.46 KENT06_02439 41.533 41.54 42.405 42.511 42.982 42.874 43.174 43.192 43.296 43.374 43.681 43.75 44.399 44.393 KENT06_02414 41.486 41.493 42.359 42.466 42.95 42.832 43.152 43.159 43.281 43.354 43.697 43.766 44.51 44.505 KENT06_02413 41.486 41.493 42.359 42.466 42.95 42.832 43.152 43.159 43.281 43.354 43.697 43.766 44.51 44.505 KENT06_02412 40.756 40.761 41.361 41.421 41.851 41.682 42.056 41.997 42.194 42.22 42.634 42.691 43.59 43.589 SPILL_02414 41.486 41.493 42.359 42.466 42.95 42.832 43.152 43.159 43.281 43.354 43.697 43.766 44.51 44.505 SPILL_02414d 40.756 40.761 41.361 41.421 41.851 41.682 42.056 41.997 42.194 42.22 42.634 42.691 43.59 43.589 KENT06_02404 40.756 40.761 41.361 41.421 41.851 41.682 42.056 41.997 42.194 42.22 42.634 42.691 43.59 43.589 KENT06_i42 40.621 40.626 41.224 41.281 41.729 41.549 41.941 41.877 42.084 42.109 42.54 42.596 43.482 43.482 KENT06_02347 40.428 40.433 41.027 41.083 41.513 41.35 41.716 41.672 41.853 41.89 42.302 42.362 43.274 43.274 KENT06_i43 40.388 40.394 40.989 41.044 41.461 41.307 41.648 41.602 41.779 41.81 42.191 42.248 43.091 43.093 KENT06_02295 40.356 40.361 40.957 41.012 41.434 41.278 41.623 41.577 41.755 41.786 42.159 42.216 43.049 43.051 KENT06_i44 40.303 40.308 40.911 40.965 41.396 41.236 41.588 41.541 41.722 41.754 42.129 42.187 43.009 43.011 KENT06_02244 40.25 40.255 40.864 40.918 41.358 41.194 41.553 41.506 41.689 41.722 42.099 42.157 43.008 43.01 KENT06_i45 40.128 40.133 40.734 40.785 41.237 41.065 41.436 41.386 41.576 41.609 41.991 42.05 42.919 42.923 KENT06_02185 39.974 39.979 40.564 40.61 41.082 40.896 41.286 41.231 41.433 41.465 41.854 41.914 42.763 42.767 KENT06_02141 39.928 39.932 40.536 40.583 41.069 40.878 41.279 41.222 41.43 41.462 41.854 41.915 42.752 42.756 KENT06_02092 39.92 39.925 40.547 40.604 41.073 40.897 41.28 41.233 41.423 41.461 41.858 41.922 42.798 42.803 KENT06_02049 39.843 39.848 40.456 40.515 40.957 40.798 41.152 41.116 41.287 41.329 41.713 41.778 42.604 42.61 KENT06_02034 39.774 39.779 40.378 40.437 40.874 40.717 41.068 41.034 41.202 41.245 41.637 41.705 42.545 42.551 KENT06_02009 39.734 39.738 40.337 40.396 40.829 40.675 41.019 40.988 41.151 41.194 41.56 41.623 42.403 42.411 KENT06_01994 39.764 39.769 40.376 40.436 40.873 40.718 41.065 41.032 41.197 41.239 41.601 41.662 42.419 42.426 KENT06_01968 39.796 39.801 40.422 40.483 40.929 40.77 41.123 41.089 41.256 41.298 41.661 41.723 42.528 42.532 KENT06_01937 39.766 39.771 40.392 40.458 40.905 40.744 41.104 41.068 41.24 41.282 41.657 41.72 42.417 42.428 KENT06_01900 39.712 39.717 40.351 40.413 40.874 40.71 41.076 41.041 41.214 41.258 41.645 41.714 42.682 42.697 KENT06_01899 39.712 39.717 40.351 40.413 40.874 40.71 41.076 41.041 41.214 41.258 41.645 41.714 42.682 42.697 KENT06_01898 39.715 39.719 40.275 40.323 40.672 40.554 40.813 40.793 40.912 40.944 41.194 41.242 42.04 42.067 SPILL_01900 39.712 39.717 40.351 40.413 40.874 40.71 41.076 41.041 41.214 41.258 41.645 41.714 42.682 42.697 SPILL_01900d 39.715 39.719 40.275 40.323 40.672 40.554 40.813 40.793 40.912 40.944 41.194 41.242 42.04 42.067 KENT06_01885 39.715 39.719 40.275 40.323 40.672 40.554 40.813 40.793 40.912 40.944 41.194 41.242 42.04 42.067 KENT06_01846 39.653 39.658 40.221 40.27 40.623 40.504 40.769 40.75 40.871 40.905 41.158 41.208 41.988 42.012 KENT06_i46 39.605 39.609 40.163 40.212 40.563 40.446 40.709 40.69 40.811 40.846 41.096 41.144 41.879 41.898 KENT06_01789 39.592 39.597 40.151 40.199 40.548 40.431 40.692 40.675 40.795 40.83 41.078 41.126 41.839 41.86 KENT06_01746 39.563 39.568 40.137 40.187 40.544 40.423 40.69 40.667 40.793 40.823 41.077 41.118 41.812 41.826 KENT06_01741 39.517 39.522 40.097 40.149 40.508 40.387 40.656 40.633 40.762 40.793 41.049 41.091 41.778 41.792 KENT06_01735 39.402 39.406 39.972 40.023 40.374 40.257 40.519 40.498 40.624 40.653 40.903 40.943 41.615 41.629 KENT06_01709 39.371 39.376 39.923 39.972 40.315 40.203 40.458 40.442 40.563 40.595 40.84 40.884 41.555 41.573 KENT06_i47 39.342 39.347 39.891 39.939 40.278 40.168 40.418 40.402 40.522 40.552 40.795 40.836 41.534 41.548 KENT06_i48 39.307 39.311 39.851 39.899 40.228 40.123 40.362 40.35 40.462 40.494 40.726 40.769 41.415 41.434 KENT06_01604 39.277 39.281 39.82 39.868 40.195 40.091 40.328 40.318 40.43 40.463 40.693 40.739 41.359 41.387 KENT06_01561 39.227 39.232 39.809 39.816 40.213 40.037 40.357 40.268 40.465 40.419 40.746 40.713 41.455 41.408 KENT06_01556 39.189 39.193 39.73 39.776 40.101 39.998 40.234 40.227 40.338 40.374 40.617 40.661 41.331 41.345 KENT06_01551 39.072 39.076 39.59 39.635 39.941 39.847 40.066 40.067 40.168 40.208 40.44 40.485 41.137 41.15 KENT06_01504 39.027 39.031 39.55 39.595 39.903 39.809 40.028 40.031 40.131 40.169 40.382 40.426 41.026 41.043 KENT06_01457 38.978 38.982 39.502 39.547 39.856 39.762 39.981 39.983 40.082 40.118 40.326 40.37 40.935 40.955 KENT06_01408 38.92 38.924 39.437 39.482 39.782 39.695 39.902 39.909 40.003 40.04 40.235 40.28 40.806 40.831 KENT06_01404 38.884 38.888 39.399 39.445 39.742 39.657 39.861 39.87 39.962 40 40.191 40.237 40.743 40.769 KENT06_01398 38.768 38.772 39.261 39.305 39.583 39.508 39.693 39.71 39.79 39.829 39.997 40.042 40.476 40.506 KENT06_i49 38.718 38.721 39.206 39.25 39.522 39.451 39.629 39.65 39.727 39.766 39.925 39.972 40.377 40.41 KENT06_01323 38.675 38.679 39.159 39.203 39.47 39.402 39.575 39.599 39.672 39.712 39.864 39.912 40.291 40.326 KENT06_01266 38.621 38.624 39.099 39.143 39.403 39.34 39.505 39.533 39.602 39.643 39.784 39.835 40.177 40.216 KENT06_01265 38.621 38.624 39.099 39.143 39.403 39.34 39.505 39.533 39.602 39.643 39.784 39.835 40.177 40.216 KENT06_01227 38.593 38.596 39.073 39.116 39.382 39.313 39.487 39.51 39.59 39.629 39.788 39.84 40.237 40.257 KENT06_01225 38.563 38.567 39.044 39.085 39.357 39.282 39.464 39.48 39.568 39.597 39.757 39.808 40.164 40.206 KENT06_01220 38.45 38.453 38.91 38.949 39.205 39.136 39.305 39.323 39.408 39.433 39.575 39.628 39.905 39.955 KENT06_i51 38.424 38.427 38.885 38.921 39.191 39.107 39.296 39.293 39.404 39.405 39.579 39.612 39.93 39.966 KENT06_01153 38.404 38.407 38.859 38.9 39.146 39.087 39.248 39.271 39.354 39.376 39.524 39.568 39.857 39.897 KENT06_i52 38.366 38.369 38.816 38.855 39.111 39.04 39.211 39.222 39.308 39.328 39.493 39.522 39.877 39.893 KENT06_01095 38.325 38.329 38.768 38.806 39.059 38.989 39.157 39.167 39.252 39.271 39.435 39.462 39.807 39.818 KENT06_01053 38.261 38.264 38.695 38.733 38.979 38.911 39.074 39.084 39.168 39.184 39.345 39.367 39.712 39.726 KENT06_01051 38.226 38.229 38.656 38.694 38.938 38.871 39.031 39.042 39.125 39.14 39.296 39.319 39.65 39.667 KENT06_01046 38.093 38.096 38.492 38.527 38.751 38.691 38.836 38.845 38.923 38.932 39.075 39.089 39.364 39.376 KENT06_i53 38.061 38.064 38.457 38.491 38.713 38.653 38.797 38.807 38.885 38.893 39.034 39.047 39.31 39.32 KENT06_00989 38.036 38.039 38.428 38.462 38.681 38.622 38.763 38.773 38.85 38.857 38.996 39.006 39.26 39.269 KENT06_i54 38.026 38.029 38.417 38.45 38.668 38.61 38.75 38.759 38.837 38.843 38.981 38.991 39.24 39.247 KENT06_00936 38.014 38.017 38.403 38.437 38.653 38.595 38.735 38.744 38.821 38.827 38.965 38.974 39.219 39.226 KENT06_00886 37.784 37.787 38.142 38.173 38.371 38.318 38.455 38.46 38.548 38.538 38.704 38.695 38.977 38.971 KENT06_00839 37.706 37.709 38.067 38.099 38.299 38.246 38.388 38.391 38.484 38.469 38.653 38.638 38.977 38.967 KENT06_i55 37.738 37.741 38.106 38.138 38.342 38.287 38.428 38.435 38.52 38.515 38.684 38.675 39.032 39.025 KENT06_00786 37.757 37.759 38.128 38.161 38.368 38.312 38.453 38.463 38.547 38.548 38.72 38.719 39.11 39.108 KENT06_00741 37.554 37.556 37.89 37.921 38.13 38.078 38.217 38.227 38.313 38.31 38.492 38.491 38.912 38.907 KENT06_00713 37.53 37.532 37.878 37.909 38.117 38.063 38.201 38.21 38.304 38.301 38.49 38.492 38.906 38.906 KENT06_00675 37.394 37.397 37.698 37.725 37.89 37.85 37.959 37.971 38.036 38.043 38.182 38.196 38.638 38.641 KENT06_00626 37.327 37.33 37.613 37.638 37.789 37.754 37.853 37.865 37.922 37.93 38.051 38.066 38.471 38.474 KENT06_00583 37.194 37.196 37.465 37.487 37.626 37.596 37.688 37.704 37.755 37.765 37.88 37.901 38.338 38.338 KENT06_i56 37.233 37.236 37.536 37.561 37.713 37.68 37.778 37.792 37.846 37.854 37.969 37.987 38.381 38.383 KENT06_00523 37.266 37.269 37.6 37.629 37.806 37.765 37.882 37.897 37.963 37.972 38.112 38.129 38.563 38.566 KENT06_i57 37.176 37.179 37.507 37.535 37.708 37.67 37.783 37.799 37.863 37.873 38.009 38.029 38.48 38.482 KENT06_00467 36.954 36.956 37.297 37.326 37.499 37.467 37.578 37.599 37.66 37.674 37.813 37.839 38.351 38.354 KENT06_i58 36.877 36.88 37.248 37.279 37.468 37.433 37.554 37.577 37.642 37.658 37.808 37.837 38.377 38.379 KENT06_00416 36.784 36.786 37.156 37.189 37.383 37.351 37.474 37.5 37.565 37.584 37.739 37.773 38.352 38.354 KENT06_i59 36.716 36.718 37.073 37.107 37.3 37.273 37.393 37.425 37.484 37.507 37.668 37.707 38.331 38.333 KENT06_00353 36.647 36.649 36.981 37.014 37.197 37.176 37.288 37.325 37.372 37.401 37.563 37.609 38.28 38.283 KENT06_i60 36.556 36.558 36.888 36.921 37.1 37.086 37.192 37.235 37.273 37.309 37.477 37.53 38.245 38.248 KENT06_00295 36.462 36.464 36.814 36.848 37.03 37.021 37.127 37.172 37.207 37.248 37.419 37.479 38.22 38.222 KENT06_i61 36.362 36.364 36.732 36.768 36.95 36.946 37.046 37.098 37.129 37.175 37.346 37.41 38.174 38.177 KENT06_00234 36.258 36.26 36.642 36.682 36.869 36.872 36.968 37.026 37.053 37.106 37.274 37.348 38.134 38.136 KENT06_i62 36.233 36.235 36.63 36.672 36.866 36.87 36.967 37.029 37.057 37.11 37.28 37.356 38.143 38.145 KENT06_00176 36.213 36.214 36.61 36.653 36.846 36.853 36.946 37.011 37.037 37.092 37.257 37.336 38.118 38.12 KENT06_i63 36.173 36.175 36.584 36.629 36.832 36.839 36.934 37.002 37.028 37.085 37.252 37.334 38.121 38.123 KENT06_00121 36.132 36.134 36.569 36.615 36.821 36.83 36.924 36.996 37.02 37.08 37.242 37.327 38.104 38.105 KENT06_i64 36.06 36.063 36.529 36.576 36.781 36.795 36.884 36.962 36.975 37.044 37.176 37.276 38.036 38.032 KENT06_00064 35.962 35.965 36.468 36.517 36.72 36.744 36.819 36.911 36.905 36.993 37.092 37.221 37.955 37.942 KENT06_i65 36.057 36.059 36.56 36.609 36.825 36.833 36.935 37.004 37.032 37.091 37.254 37.341 38.013 38.03 KENT06_00004 36.064 36.067 36.578 36.627 36.85 36.854 36.965 37.029 37.069 37.122 37.308 37.388 38.145 38.148 KENT05_01707 35.953 35.957 36.53 36.582 36.812 36.817 36.932 36.997 37.04 37.092 37.288 37.367 38.138 38.14 KENT05_01698 35.866 35.87 36.481 36.534 36.769 36.775 36.892 36.957 37.003 37.054 37.259 37.337 38.124 38.125 KENT05_i1 35.807 35.811 36.416 36.47 36.713 36.717 36.843 36.902 36.96 37.006 37.235 37.309 38.115 38.119 KENT05_01601 35.658 35.661 36.246 36.299 36.541 36.541 36.686 36.722 36.816 36.843 37.149 37.205 38.075 38.077 KENT05_01556 35.515 35.519 36.107 36.155 36.401 36.383 36.555 36.551 36.693 36.694 37.069 37.092 38.039 38.036 KENT05_i2 35.441 35.444 36.037 36.084 36.343 36.312 36.508 36.483 36.654 36.649 37.044 37.054 38.011 38.007 KENT05_01497 35.372 35.376 35.97 36.017 36.283 36.245 36.454 36.411 36.605 36.592 37.013 37.012 37.993 37.987 KENT05_01449 35.152 35.156 35.748 35.794 36.086 36.022 36.285 36.182 36.463 36.418 36.938 36.912 37.959 37.952 KENT05_i3 35.083 35.086 35.694 35.743 36.054 35.982 36.264 36.148 36.45 36.401 36.934 36.908 37.958 37.951 KENT05_01391 35.019 35.023 35.639 35.691 36.024 35.945 36.249 36.117 36.444 36.392 36.933 36.908 37.958 37.951 KENT05_01349 34.927 34.931 35.546 35.602 35.967 35.874 36.215 36.055 36.43 36.375 36.921 36.899 37.956 37.948 KENT05_01302 34.92 34.923 35.512 35.569 35.952 35.854 36.2 36.041 36.413 36.356 36.894 36.871 37.937 37.923 KENT05_01237 34.915 34.919 35.505 35.565 35.941 35.859 36.18 36.057 36.381 36.345 36.842 36.839 37.888 37.879 KENT05_i5 34.844 34.848 35.437 35.497 35.875 35.793 36.116 35.994 36.317 36.281 36.776 36.774 37.829 37.821 KENT05_01181 34.745 34.749 35.334 35.394 35.772 35.692 36.019 35.894 36.24 36.201 36.737 36.734 37.82 37.811 KENT05_i6 34.713 34.717 35.349 35.413 35.807 35.723 36.054 35.93 36.273 36.235 36.765 36.763 37.836 37.828 KENT05_01094 34.647 34.651 35.303 35.369 35.771 35.686 36.023 35.897 36.246 36.207 36.744 36.742 37.824 37.815 KENT05_i7 34.613 34.618 35.289 35.358 35.77 35.683 36.026 35.898 36.25 36.211 36.747 36.746 37.821 37.813 KENT05_i8 34.564 34.569 35.255 35.326 35.747 35.659 36.007 35.878 36.231 36.192 36.729 36.727 37.798 37.79 KENT05_00991 34.508 34.512 35.201 35.273 35.703 35.613 35.967 35.837 36.189 36.151 36.686 36.685 37.763 37.755 MINT01_01227 55.094 55.094 55.372 55.371 55.555 55.555 55.64 55.64 55.701 55.701 55.862 55.862 56.21 56.21 MINT01_i0039 54.542 54.542 54.788 54.788 54.959 54.959 55.037 55.037 55.093 55.093 55.247 55.249 55.583 55.584 MINT01_01180 54.147 54.147 54.389 54.389 54.566 54.566 54.644 54.644 54.7 54.7 54.852 54.854 55.181 55.182 MINT01_i0040 53.871 53.871 54.123 54.123 54.31 54.31 54.391 54.392 54.45 54.45 54.604 54.608 54.934 54.937 MINT01_01143 53.622 53.622 53.896 53.895 54.092 54.092 54.177 54.177 54.239 54.239 54.393 54.399 54.725 54.728 MINT01_i0041 53.335 53.335 53.639 53.638 53.846 53.846 53.934 53.936 53.996 53.997 54.149 54.158 54.476 54.48 MINT01_01095 53.116 53.116 53.43 53.429 53.64 53.641 53.727 53.728 53.79 53.79 53.936 53.949 54.249 54.255 MINT01_i0042 52.906 52.906 53.221 53.221 53.432 53.433 53.516 53.519 53.579 53.58 53.743 53.765 54.142 54.157 MINT01_01037 52.813 52.813 53.131 53.131 53.307 53.308 53.374 53.376 53.448 53.45 53.658 53.697 54.109 54.128 MINT01_i0043 52.661 52.661 52.99 52.99 53.196 53.199 53.328 53.326 53.444 53.445 53.644 53.65 54.126 54.144 MINT01_00988 52.499 52.499 52.845 52.844 53.076 53.078 53.217 53.201 53.292 53.3 53.579 53.592 54.073 54.089 MINT01_i0044 52.43 52.43 52.789 52.789 53.063 53.066 53.186 53.191 53.268 53.276 53.586 53.603 54.109 54.119 MINT01_00936 52.438 52.438 52.815 52.814 53.062 53.066 53.198 53.199 53.277 53.285 53.548 53.563 54.027 54.038 MINT01_i0045 52.349 52.349 52.693 52.693 52.999 53.004 53.139 53.144 53.185 53.196 53.556 53.58 54.109 54.123 MINT01_00897 52.234 52.234 52.552 52.552 52.767 52.774 52.877 52.883 52.954 52.967 53.178 53.217 53.604 53.645 MINT01_00896 51.882 51.882 52.118 52.12 52.233 52.256 52.303 52.331 52.351 52.4 52.521 52.69 53.051 53.228 MINT01_00893 51.869 51.869 52.099 52.101 52.205 52.23 52.274 52.302 52.323 52.371 52.484 52.645 52.926 53.037 MINT01_i0046 51.797 51.797 52.029 52.032 52.113 52.155 52.152 52.238 52.186 52.311 52.324 52.644 52.739 52.946 MINT01_00834 51.666 51.666 51.893 51.9 51.954 52.012 51.987 52.103 52.017 52.197 52.15 52.604 52.615 52.868 MINT01_i0047 51.488 51.488 51.761 51.771 51.862 51.943 51.887 52.102 51.912 52.223 51.982 52.643 52.55 52.945 MINT01_00779 51.331 51.331 51.642 51.65 51.807 51.883 51.887 52.018 51.948 52.139 52.127 52.593 52.603 52.865 MINT01_00778 51.331 51.331 51.642 51.65 51.807 51.883 51.887 52.018 51.948 52.139 52.127 52.593 52.603 52.865 MINT01_i0048 51.143 51.143 51.487 51.503 51.666 51.842 51.759 52.04 51.834 52.181 52.045 52.632 52.582 52.932 MINT01_00717 50.972 50.973 51.345 51.38 51.544 51.777 51.645 51.981 51.729 52.126 51.941 52.591 52.522 52.882 MINT01_i0049 50.849 50.849 51.28 51.407 51.627 51.854 51.757 52.054 51.852 52.195 52.091 52.641 52.607 52.942 MINT01_00659 50.775 50.775 51.16 51.286 51.417 51.734 51.538 51.95 51.633 52.104 51.879 52.59 52.515 52.89 MINT01_i0050 50.8 50.801 51.197 51.303 51.403 51.721 51.506 51.932 51.592 52.086 51.815 52.582 52.504 52.954 MINT01_00596 50.843 50.844 51.276 51.367 51.495 51.774 51.603 51.979 51.687 52.129 51.918 52.621 52.643 53.059 MINT01_00595 50.843 50.844 51.276 51.367 51.495 51.774 51.603 51.979 51.687 52.129 51.918 52.621 52.643 53.059 MINT01_00594 50.713 50.713 50.982 51.075 51.062 51.31 51.084 51.417 51.107 51.493 51.15 51.689 51.377 52.006 SPILL_00596 50.843 50.844 51.276 51.367 51.495 51.774 51.603 51.979 51.687 52.129 51.918 52.621 52.643 53.059 SPILL_00596d 50.713 50.713 50.982 51.075 51.062 51.31 51.084 51.417 51.107 51.493 51.15 51.689 51.377 52.006 MINT01_00579 50.713 50.713 50.982 51.075 51.062 51.31 51.084 51.417 51.107 51.493 51.15 51.689 51.377 52.006 MINT01_i0051 50.645 50.646 50.956 51.009 51.084 51.246 51.131 51.353 51.164 51.428 51.237 51.624 51.337 51.933 MINT01_i0052 50.548 50.549 50.86 50.916 50.991 51.154 51.041 51.26 51.078 51.335 51.173 51.529 51.378 51.851 MINT01_00508 50.375 50.376 50.69 50.752 50.799 50.994 50.834 51.099 50.858 51.174 50.913 51.367 51.056 51.709 MINT01_i0053 50.226 50.227 50.542 50.607 50.672 50.847 50.709 50.95 50.732 51.023 50.789 51.211 50.91 51.541 MINT01_00457 50.068 50.068 50.435 50.443 50.618 50.679 50.672 50.779 50.706 50.849 50.789 51.027 50.946 51.372 MINT01_00455 49.926 49.927 50.33 50.312 50.53 50.549 50.583 50.647 50.616 50.716 50.691 50.889 50.822 51.256 MINT01_00448 49.981 49.982 50.315 50.355 50.478 50.588 50.53 50.685 50.563 50.753 50.642 50.925 50.793 51.235 MINT01_i0054 49.85 49.85 50.177 50.223 50.326 50.449 50.376 50.543 50.405 50.61 50.474 50.776 50.603 51.024 MINT01_00402 49.658 49.659 50.001 50.043 50.145 50.262 50.194 50.349 50.218 50.41 50.279 50.574 50.394 50.769 MINT01_00401 49.551 49.552 49.91 49.952 50.055 50.166 50.103 50.247 50.123 50.305 50.172 50.463 50.287 50.664 MINT01_00398 49.679 49.68 50.026 50.07 50.172 50.292 50.222 50.381 50.247 50.444 50.311 50.613 50.414 50.8 MINT01_i0055 49.45 49.451 49.78 49.814 49.912 50.004 49.962 50.068 49.982 50.117 50.04 50.282 50.111 50.55 MINT01_00338 49.152 49.152 49.444 49.444 49.515 49.596 49.544 49.685 49.562 49.756 49.671 49.931 49.86 50.184 MINT01_00337 49 49.001 49.33 49.356 49.441 49.556 49.482 49.658 49.51 49.735 49.603 49.919 49.772 50.173 MINT01_00332 49.099 49.1 49.382 49.375 49.441 49.514 49.467 49.599 49.483 49.669 49.594 49.842 49.785 50.095 MINT01_i0056 48.805 48.805 49.034 49.036 49.122 49.227 49.16 49.33 49.186 49.395 49.308 49.558 49.499 49.808 MINT01_00275 48.528 48.529 48.805 48.823 48.919 49.012 48.953 49.111 48.974 49.172 49.03 49.329 49.121 49.58 MINT01_i0057 48.424 48.425 48.66 48.663 48.776 48.838 48.818 48.936 48.843 48.992 48.896 49.143 48.983 49.398 MINT01_00226 48.342 48.342 48.484 48.509 48.568 48.666 48.61 48.759 48.637 48.81 48.698 48.952 48.9 49.21 MINT01_i0058 48.179 48.18 48.297 48.317 48.362 48.452 48.412 48.539 48.453 48.586 48.577 48.714 48.876 48.984 MINT01_00171 48.069 48.07 48.205 48.234 48.31 48.423 48.371 48.498 48.417 48.552 48.552 48.691 48.85 48.966 MINT01_i0059 47.929 47.928 48.182 48.211 48.299 48.412 48.358 48.491 48.402 48.547 48.532 48.688 48.844 48.957 MINT01_00115 47.805 47.809 48.108 48.155 48.25 48.387 48.314 48.461 48.367 48.518 48.512 48.653 48.838 48.929 MINT01_i0060 47.763 47.765 48.06 48.115 48.216 48.364 48.282 48.439 48.332 48.498 48.475 48.632 48.801 48.91 MINT01_00068 47.723 47.726 47.997 48.049 48.141 48.308 48.209 48.383 48.262 48.443 48.407 48.57 48.725 48.83 MINT01_i0061 47.764 47.768 48.039 48.085 48.174 48.323 48.237 48.395 48.285 48.459 48.418 48.584 48.721 48.832 MINT01_00022 47.832 47.834 48.073 48.116 48.192 48.336 48.247 48.402 48.289 48.451 48.41 48.568 48.694 48.796

± Flood History Map: Homebase Store, Kendal, LA9 6EL

Produced: 04 September 2020 Our Ref: CL181648 NGR: SD 51737 93162

Key

02/12/1954

F l o o d Z o n e 3 shows the area that could be affected by flooding: - from the sea with a 0.5% or greater chance of happening each year - or from a river with a 1.0% or greater chance of happening each year.

F l o o d Z o n e 2 shows the extent of an extreme flood from rivers or the sea with up to 0.1% chance of occurring each year.

A B D s (Areas Benefiting from Defences) show the area benefiting from defences during a 0.5% tidal, or 1.0% fluvial flood event.

352000

© Environment Agency copyright and database rights 2020. All rights reserved. © Crown Copyright and database rights 2020. Ordnance Survey licence number 100024198. C o n t a c t U s : National Customer Contact Centre, PO Box 544, Rotherham, S60 1BY. Tel: 03708 506 506 (Mon-Fri 8-6). Email: [email protected] ± Flood History Map: Homebase Store, Kendal, LA9 6EL

Produced: 04 September 2020 Our Ref: CL181648 NGR: SD 51737 93162

Key

21/12/1985

F l o o d Z o n e 2 shows the extent of an extreme flood from rivers or the sea with up to 0.1% chance of occurring each year.

A B D s (Areas Benefiting from Defences) show the area benefiting from defences during a 0.5% tidal, or 1.0% fluvial flood event.

352000

Produced: 04 September 2020 Our Ref: CL181648 NGR: SD 51737 93162

Key

03/02/2004

F l o o d Z o n e 2 shows the extent of an extreme flood from rivers or the sea with up to 0.1% chance of occurring each year.

A B D s (Areas Benefiting from Defences) show the area benefiting from defences during a 0.5% tidal, or 1.0% fluvial flood event.

352000

Produced: 04 September 2020 Our Ref: CL181648 NGR: SD 51737 93162

Key

07/01/2005

F l o o d Z o n e 2 shows the extent of an extreme flood from rivers or the sea with up to 0.1% chance of occurring each year.

A B D s (Areas Benefiting from Defences) show the area benefiting from defences during a 0.5% tidal, or 1.0% fluvial flood event.

352000

Produced: 04 September 2020 Our Ref: CL181648 NGR: SD 51737 93162

Key

19/11/2009

F l o o d Z o n e 2 shows the extent of an extreme flood from rivers or the sea with up to 0.1% chance of occurring each year.

A B D s (Areas Benefiting from Defences) show the area benefiting from defences during a 0.5% tidal, or 1.0% fluvial flood event.

352000

Produced: 04 September 2020 Our Ref: CL181648 NGR: SD 51737 93162

Wrack survey = 47.7 mAOD Key

05/12/2015

Wrack survey = 44.865 mAOD F l o o d Z o n e 3 shows the area that could be affected by flooding: - from the sea with a 0.5% or greater chance of happening each year - or from a river with a 1.0% or greater chance of happening each year.

F l o o d Z o n e 2 shows the extent of an extreme flood from rivers or the sea with up to 0.1% chance of occurring each year.

A B D s (Areas Benefiting from Defences) show the area benefiting from defences during a 0.5% tidal, or 1.0% fluvial flood event. Wrack survey = 44.804 mAOD

352000

© Environment Agency copyright and database rights 2020. All rights reserved. © Crown Copyright and database rights 2020. Ordnance Survey licence number 100024198. C o n t a c t U s : National Customer Contact Centre, PO Box 544, Rotherham, S60 1BY. Tel: 03708 506 506 (Mon-Fri 8-6). Email: [email protected] Proposed Lidl Store, Kendal - Flood Risk Assessment and Drainage Strategy D/I/D/139447/01 – Issue 2 FINAL

Appendix D UU Response

Jack Shelton

From: Wastewater Developer Services Sent: 17 September 2020 10:52 To: Jack Shelton Subject: 139447 - Historical Sewer Flooding

Good Morning Jack,

I can confirm that we have no current record of sewer flooding within the vicinity of the proposed development.

Please note that United Utilities Water Limited (UUW) can only record and check flooding events which are reported to us and we have to comply with our Regulators instructions on the qualification of flooding events to place on the register.

Our response does not include:

- any sewer flooding events caused by blockages or collapses which are the result of third party actions, natural events or other actions over which UUW has no control and not a facet of sewer capacity; or

- any historical sewer flooding events that have been removed from the register as a result of investment in our infrastructure.

As with all development sites, we recommend you liaise with our water and wastewater engineers by contacting our Developer Services team so the details of your development proposal can be considered further. Details can be found at the following link. https://www.unitedutilities.com/services/builders-developers/

Should you require any further information please do not hesitate to contact me.

Kind regards

Louise Dack Customer Advisor Advanced Developer Services & Metering Customer Services T: 01925 233063 (33063 internal) unitedutilities.com

Did you know we now have a live chat facility available to you Mon to Friday 8 -5pm. You just click on the orange live chat box on our webpage and one of our advisors will be ready to chat to you and help you with your enquiry https://www.unitedutilities.com/builders-developers/ or you can email us at [email protected]

From: Jack Shelton [mailto:[email protected]] Sent: 09 September 2020 15:47 To: Wastewater Developer Services Subject: 139447 - Historical Sewer Flooding

Dear Sir/Ma’am,

I am investigating flood risk for a site in Kendal. The postcode for the site is LA9 6EL and the grid reference is SD 51739 93156. I have also attached a site location plan.

Please can you advise if UU have any records of sewer flooding for the site.

Please can you advise if there is a charge for this information before processing this request.

Kind Regards,

Jack

Jack Shelton Graduate Engineer Water Services

FAIRHURST engineering solutions, delivering results

1 Arngrove Court, Barrack Road, Newcastle upon Tyne, NE4 6DB Tel: 0191 2210505 Website: www.fairhurst.co.uk

Why not take a look at our Practice Profile to see the diverse range of skills we can offer. Just click

 Consider the environment. Please don't print this e-mail unless you really need to.

For Fairhurst’s coronavirus COVID-19 Business Continuity Statement please refer to our website or CLICK HERE.

This email message and accompanying data are for the sole use of the intended recipient(s) and may contain confidential information and/or copyright material. Unauthorised use, copying or disclosure of any of it is prohibited and may be unlawful. If you received this email message in error, please notify us immediately and erase all copies of this message and attachments.

Where this e-mail is unrelated to the business of Fairhurst, the opinions expressed within this e-mail are the opinions of the sender and do not necessarily constitute those of Fairhurst.

Fairhurst scans and monitors incoming and outgoing mail in accordance with its Email Policy. This email has been scanned for viruses but Fairhurst accept no liability for any virus which may be attached.

A full list of partners is available for inspection at any of the firm's offices.

EMGateway3.uuplc.co.uk made the following annotations ------The information contained in this e-mail is intended only for the individual to whom it is addressed. It may contain legally privileged or confidential information or otherwise be exempt from disclosure. If you have received this Message in error or there are any problems, please notify the sender immediately and delete the message from your computer. You must not use, disclose, copy or alter this message for any unauthorised purpose. Neither United Utilities Group PLC nor any of its subsidiaries will be liable for any direct, special, indirect or consequential damages as a result of any virus being passed on, or arising from the alteration of the contents of this message by a third party. 2

United Utilities Group PLC, Haweswater House, Lingley Mere Business Park, Lingley Green Avenue, Great Sankey, Warrington, WA5 3LP Registered in England and Wales. Registered No 6559020 www.unitedutilities.com www.unitedutilities.com/subsidiaries ------

3 Proposed Lidl Store, Kendal - Flood Risk Assessment and Drainage Strategy D/I/D/139447/01 – Issue 2 FINAL

Appendix E SLDC FOI Response

Jack Shelton

From: FOI Sent: 14 September 2020 13:49 To: Jack Shelton Subject: RE: 139447 - Historical flooding Kendal F20507

Dear Jack,

I am writing in respect of your recent enquiry for information held by the Council, which I have considered to be environmental in nature and will respond under the provisions of the Environmental Information Regulations.

You asked the following:

I am investigating flood risk for a site in Kendal. The postcode for the site is LA9 6EL and the grid reference is SD 51739 93156. I have also attached a site location plan. Please can you advise if the council have any records of sewer flooding for the site. Can you also advise if you hold any historical culvert info. I am writing to inform you that the information you requested is not held by South Lakeland District Council. Cumbria County Council may hold some or all of the information you have requested and can be contacted using the following link: http://www.cumbria.gov.uk/council-democracy/accesstoinformation/foi/Default.asp or by emailing [email protected]

If you are not satisfied with the outcome of your request, you have the right to ask us to review our handling of your request. Any request for an Internal Review must be made in writing within 40 days of this response. Should you wish to request a review, please email [email protected] or w rite to Paul Mountford, Specialist, Performance, Innovation and Commissioning at the address below. Our Internal Review Process is available on our website .

Should you remain dissatisfied following our internal review, you can refer the matter directly to the Information Commissioner.

Further information is available from the Information Commissioner at: Information Commissioner's Office, Wycliffe House Water Lane Wilmslow Cheshire SK9 5AF www.ico.org.uk

Yours sincerely,

Daria

Daria Pawlak | Case Management Officer South Lakeland District Council , South Lakeland House, Lowther Street, Kendal, Cumbria LA9 4DQ Tel: 01539 733333 | Email: [email protected] Website: www.southlakeland.gov.uk

South Lakeland District Council Working together to make South Lakeland the best place to live, work and explore

1 From: Jack Shelton [mailto:[email protected]] Sent: 09 September 2020 15:49 To: FOI Subject: 139447 - Historical flooding Kendal

Dear Sir/Ma’am,

I am investigating flood risk for a site in Kendal. The postcode for the site is LA9 6EL and the grid reference is SD 51739 93156. I have also attached a site location plan.

Please can you advise if the council have any records of sewer flooding for the site. Can you also advise if you hold any historical culvert info.

Kind Regards,

Jack

Jack Shelton Graduate Engineer Water Services

FAIRHURST engineering solutions, delivering results

1 Arngrove Court, Barrack Road, Newcastle upon Tyne, NE4 6DB Tel: 0191 2210505 Website: www.fairhurst.co.uk

Why not take a look at our Practice Profile to see the diverse range of skills we can offer. Just click

 Consider the environment. Please don't print this e-mail unless you really need to.

For Fairhurst’s coronavirus COVID-19 Business Continuity Statement please refer to our website or CLICK HERE.

Where this e-mail is unrelated to the business of Fairhurst, the opinions expressed within this e-mail are the opinions of the sender and do not necessarily constitute those of Fairhurst.

A full list of partners is available for inspection at any of the firm's offices.

______This email has been scanned by the Symantec Email Security.cloud service. For more information please visit http://www.symanteccloud.com ______

IMPORTANT CORONAVIRUS (COVID-19) INFORMATION: Please note that South Lakeland District Council is prioritising its work and resources to meet the demands of the Coronavirus (Covid-19) response. We are also working hard to maintain our key services and to continue progress on critical projects. However, the current situation will mean that some non-essential work and responses to non-essential enquiries may take longer than usual. We appreciate 2 your understanding during this difficult time.

South Lakeland District Council

Making South Lakeland the best place to live, work and explore

Information contained in this email is intended only for the individual to whom it is addressed. It may contain privileged and confidential information and if you are not the intended recipient you must not copy, distribute or take any action in reliance on it. If you have received thi s email in error please notify the sender immediately by telephone on 01539 733333. Please also destroy and delete the message from your computer.

All communications sent to or from South Lakeland District Council may be subject to recording and/or monitoring in accordance with relevant legislation.

Nothing in this email message amounts to a contractual or other legal commitment on the part of South Lakeland District Council.

______This email has been scanned by the Symantec Email Security.cloud service. For more information please visit http://www.symanteccloud.com ______

3 Proposed Lidl Store, Kendal - Flood Risk Assessment and Drainage Strategy D/I/D/139447/01 – Issue 2 FINAL

Appendix F UU Plans

How to contact us:

United Utilities Water Limited Property Searches Jack Shelton Haweswater House Lingley Mere Business Park 1 Great Sankey Arngrove Court, Barrack Road Warrington Newcastle Upon Tyne, WA5 3LP NE4 6DB Telephone: 0370 7510101

E-mail: [email protected] FAO:

Your Ref: Homebase Kendal Our Ref: UUPS-ORD-191827 Date: 08/09/2020

Dear Sirs

Location: Homebase Kendal

I acknowledge with thanks your request dated 02/09/2020 for information on the location of our services.

Please find enclosed plans showing the approximate position of United Utilities’ apparatus known to be in the vicinity of this site.

The enclosed plans are being provided to you subject to the United Utilities terms and conditions for both the wastewater and water distribution plans which are shown attached.

If you are planning works anywhere in the North West, please read United Utilities’ access statement before you start work to check how it will affect our network. http://www.unitedutilities.com/work-near-asset.aspx .

I trust the above meets with your requirements and look forward to hearing from you should you need anything further.

If you have any queries regarding this matter please contact us .

Yours Faithfully,

UUWaterLtd/041/03-15 United Utilities Water Limited Registered In England & Wales No. 2366678 Registered Office Haweswater House, Lingley Mere Business Park, Lingley Green Avenue, Great Sankey, Warrington, WA5 3LP TERMS AND CONDITIONS - WASTEWATER AND WATER DISTRIBUTION PLANS

These provisions apply to the public sewerage, water distribution and telemetry systems (including sewers which are the subject of an agreement under Section 104 of the Water Industry Act 1991 and mains installed in accordance with the agreement for the self construction of water mains) (UUWL apparatus) of United Utilities Water Limited "(UUWL)".

TERMS AND CONDITIONS:

- This Map and any information supplied with it is issued subject to the provisions contained below, to the exclusion of all others and no party relies upon any representation, warranty, collateral contract or other assurance of any person (whether party to this agreement or not) that is not set out in this agreement or the documents referred to in it. - This Map and any information supplied with it is provided for general guidance only and no representation, undertaking or warranty as to its accuracy, completeness or being up to date is given or implied. - In particular, the position and depth of any UUWL apparatus shown on the Map are approximate only. UUWL strongly recommends that a comprehensive survey is undertaken in addition to reviewing this Map to determine and ensure the precise location of any UUWL apparatus. The exact location, positions and depths should be obtained by excavation trial holes. - The location and position of private drains, private sewers and service pipes to properties are not normally shown on this Map but their presence must be anticipated and accounted for and you are strongly advised to carry out your own further enquiries and investigations in order to locate the same. - The position and depth of UUWL apparatus is subject to change and therefore this Map is issued subject to any removal or change in location of the same. The onus is entirely upon you to confirm whether any changes to the Map have been made subsequent to issue and prior to any works being carried out. - This Map and any information shown on it or provided with it must not be relied upon in the event of any development, construction or other works (including but not limited to any excavations) in the vicinity of UUWL apparatus or for the purpose of determining the suitability of a point of connection to the sewerage or other distribution systems. - No person or legal entity, including any company shall be relieved from any liability howsoever and whensoever arising for any damage caused to UUWL apparatus by reason of the actual position and/or depths of UUWL apparatus being different from those shown on the Map and any information supplied with it. - If any provision contained herein is or becomes legally invalid or unenforceable, it will be taken to be severed from the remaining provisions which shall be unaffected and continue in full force and affect. - This agreement shall be governed by English law and all parties submit to the exclusive jurisdiction of the English courts, save that nothing will prevent UUWL from bringing proceedings in any other competent jurisdiction, whether concurrently or otherwise.

SEWER RECORDS

Address or Site Reference

Homebase Kendal,

Scale: 1:1250 Date: 08/09/2020

Printed by: Property Searches

The position of the underground apparatus shown on this plan is approximate only and is given in accordance with the best information currently available. United Utilities Water will not accept liability for any loss or damage caused by the actual position being different from those shown.

Crown copyright and database rights 2017 Ordnance Survey 100022432. Unauthorised reproduction will infringe these copyrights.

Proposed Lidl Store, Kendal - Flood Risk Assessment and Drainage Strategy D/I/D/139447/01 – Issue 2 FINAL

Appendix G

Flood Warning and Evacuation Plan

Proposed Lidl Store, Kendal LA9 6EL

National Grid Reference SD 51739 93156

Proposed Lidl Store, Kendal - Flood Risk Assessment and Drainage Strategy D/I/D/139447/01 – Issue 2 FINAL

G.1. General Information The proposed Lidl Store is located on the site currently comprising the Homebase store off Beezon Road, Kendal. The site is located in Flood Zone 3, meaning that it is located within the 1 in 100 year fluvial flood extent for the River Kent. Hence it will be necessary for site users to be aware of flood risk, the flood warning system and the flood evacuation procedures in place for the site. G.2. General Advice

DON’T WAIT FOR A FLOOD TO HAPPEN BE PREPARED

. Review the flood risk assessment report to understand the risk of flooding at the site as well as at nearby areas.

. Review the EA’s document “Prepare for flooding”6

. Review this document which provides useful information on how to prepare for a flood and how to act when a flood is happening. Keep it safe and make sure it is updated regularly as required.

. Be aware of the flood information services that the EA provides:

Current Flood Warnings for England7

5-day Flood Risk for England and Wales8

. Consider signing up to the EA’s service, Flood Warning Direct (FWD)9, to get warnings by phone, email or text message (free service)

. Check the National Flood Forum10 or speak to a Floodline adviser (Telephone: 0345 988 1188 - 24-hour service) to find out how to stay safe during a flood. G.3. Flood Warning System The EA provides a 24 hour Flood Alert Service relevant to the site. The EA also provides a Flood Warning service for the site, to which site users and members of staff are recommended to subscribe. A Flood Warning provides a lead in time between half an hour to one day in advance of flooding. A Flood Alert has a longer lead in time, ranging between two hours to two days. Unlike a Flood Warning that is area specific, a Flood Alert covers a much larger

6 https://www.gov.uk/prepare-for-flooding 7 https://flood-warning-information.service.gov.uk/warnings 8 https://flood-warning-information.service.gov.uk/5-day-flood-risk 9 https://www.gov.uk/sign-up-for-flood-warnings 10 https://nationalfloodforum.org.uk/

Proposed Lidl Store, Kendal - Flood Risk Assessment and Drainage Strategy D/I/D/139447/01 – Issue 2 FINAL

area than a warning and as such it is possible that although an alert has been issued no flooding will occur. The site is located within the EA’s ‘Rivers Kent and Mint at Kendal, Mintsfeet Road South, Ann Street, Canal Head, Romney Gardens’ Flood Warning Area and the ‘Rivers Kent and Bela’ Flood Alert Area (Figure G1). Flood warnings and alerts are issued using the Floodline Warnings Direct System. This is a free service which sends a direct message when flooding is expected and may affect a property or business. Flood Warnings will give time for occupants to prepare for flooding, whilst Flood Alerts only offer a shorter warning time. A Flood Alert should provide enough time for site users to protect themselves and evacuate the building.

Figure G1: EA’s Flood Alert and Warning areas in relation to the site location. It is recommended that site users (such as staff) sign up for the EA’s Flood Warnings Direct Service. Site users will need to contact the EA in order to sign up for the Flood Alert or Warning. This can be done by calling Floodline on 0345 988 1188 or entering details on the

Proposed Lidl Store, Kendal - Flood Risk Assessment and Drainage Strategy D/I/D/139447/01 – Issue 2 FINAL

EA website11. Flood Alerts and Warnings can be received by telephone, mobile, email, SMS text message or fax. After receipt of a Flood Alert and/or Warning it is suggested that site users make contact with the EA Floodline ‘dial and listen’ service to hear further information. To do this dial 0345 988 1188 and select option 1. Here the user will be given the option to enter a quick dial code to get more information. The quick dial code for the “Rivers Kent and Mint at Kendal, Mintsfeet Road South, Ann Street, Canal Head, Romney Gardens” Flood Warning Area is 141036. The quick dial code for the “Rivers Kent and Bela” Flood Alert area is 141032. The EA issue flood warnings using ‘Flood Warning Codes’ to relay the severity and likelihood of flooding. In total there are three each with specific public information and advice to help the public prepare for flooding and take necessary actions. Section G.4 provides additional information on the flood warning codes and the recommended actions. G.4. Flood Warning Codes It is important that site users familiarize themselves with the EA’s Flood Warning Codes, to understand their meaning and act accordingly when one is issued. The table below summarizes the stages of issuing a flood warning, the indicative time allowances to respond, recommended actions, and provides relevant sources of further information if required.

11 https://www.gov.uk/sign-up-for-flood-warnings

Proposed Lidl Store, Kendal – Flood Risk Assessment and Drainage Strategy

D/I/D/139447/01 – Issue 2 FINAL

Key Message Timing Actions Channels Daily forecasts of flooding on our Be aware. Keep an eye on Internet Awareness Raising website Check the forecast on our website. the weather situation. Media Communications with the media.

FWD Flooding is possible. Be 2 hours to 2 Days in advance of . Be prepared for flooding. Floodline prepared flooding. . Prepare a flood kit. Internet FLOOD ALERT

. Act now to protect you property. FWD . Block doors with flood boards or sandbags Floodline and cover airbricks and other ventilation Flooding is expected. Half an hour to 1 Day in advance of Internet holes. Immediate action required flooding. Sirens . Move family, pets and valuable to a safe Loudhailers place. FLOOD WARNING Media Keep a flood kit ready. FWD . Be ready should you need to evacuate from Floodline When flooding poses a significant Severe Flooding. Danger to your home. Internet threat to life and different actions are life. . Co-operate with the emergency services Sirens required. SEVERE FLOOD and call 999 if you are in immediate danger. Loudhailers WARNING Media . Flood Water may still be around and could No further flooding is be contaminated. FWD Issued when a flood warning is no Warning Removed currently expected for your . If you've been flooded, ring your buildings Floodline longer in force. area. and contents insurance company as soon Internet as possible.

Proposed Lidl Store, Kendal – Flood Risk Assessment and Drainage Strategy D/I/D/139447/01 – Issue 2 FINAL

G.5. Command and Control The site Flood Warden is in command of site staff and makes the final decision on evacuation and reoccupation. The site Flood Warden is to assign individuals to complete any pre-emptive actions that are required for site safety and protection in the case of a flood event.

G.6. Response Actions/Considerations In preparation of a flood event the following actions should be undertaken: 1. Make a list of employees contact details including mobile numbers to contact staff during evacuation or a flood event; 2. Make a copy of important documents and store them in a safe location off site; 3. Create a hazardous materials and location map for materials which may contaminate water, to be kept with the flood plan; 4. Create a map of cut off points of gas, electricity and water within the site to be kept with the flood plan. Ensure that you know how to turn off your gas and water supplies if required; 5. Create a list of important contacts such as insurers or utility providers to be kept with the flood plan; 6. Display a copy of the flood plan in the staff room with the fire plan for staff to be made aware of; 7. Prepare an emergency flood kit, including the flood plan and all information listed above; 8. Review the provided flood evacuation plan and consider the needs of children, babies, elderly, and the disabled should it be required to evacuate. During a flood event the following response actions within the site are to be undertaken prior to evacuation, if time allows: 1. Switch off electricity, gas and water supply; 2. Ensure any hazardous materials are in a safe location and protected from flooding; 3. Ensure important paperwork is raised above ground level; 4. Turn off electrical devices within the building; 5. Ensure flood protection measures such as sand bags are in place to protect the ground floor from inundating; 6. Move to a higher ground upstairs and be prepared to evacuate the property should you be instructed (Flood Warning direct line, local authorities). After a flood event the following response considerations should be taken before reoccupation of the site can commence: 1. Check site equipment for signs of damage, blockage or water logging, prior to recommencement of operations;

Proposed Lidl Store, Kendal – Flood Risk Assessment and Drainage Strategy D/I/D/139447/01 – Issue 2 FINAL

2. Evaluate the environmental hazards within the site as a result of a flood event; 3. Complete a list of hazardous materials and quantities of materials which have been lost off site as a result of the flood; 4. Assess materials which have been damaged or contaminated by flood waters; 5. If flood water has breached the site health protection measures should be undertaken. Be aware that flood water may be contaminated, therefore, following the Public Health England’s guidance: ‘Floods: how to clean up you home safely’12. The above list does indicate the important actions to consider in view of a flood incident, though it is not extensive. Additional information on how to prepare in a flood incident is provided by the National Flood Forum13 and the Blue Pages14. General information on what to consider when preparing a flood kit is provided in the National Flood Forum’s document ‘Ready for flooding: Before, during and after’15. G.7. Flood Evacuation Plan Flood Evacuation Procedure If the Local Authorities have deemed it necessary to evacuate the area the following procedures should be followed: 1. Site users to be made aware of flood alert or warning. 2. Meet at designated safe refuge point within the site. 3. Listen for evacuation instructions – evacuate if you are told to do so and go to the Safe Refuge Point. 4. Stay in pairs – When following shutdown and evacuation procedures, work in pairs and stop working if it is not safe to finish procedures. 5. Switch off all electrical and gas appliances and turn services off at the mains. 6. Don’t walk through flowing water – currents can be deceptive and shallow, fast moving water can knock you off your feet. 7. Don’t swim through fast flowing water – you may get swept or way or struck by an object in the water. 8. If you have to walk in standing water, use a pole or stick to ensure that you do not step in deep water, open manholes or ditches.

12 https://www.gov.uk/government/publications/floods-how-to-clean-up-your-home-safely 13 https://nationalfloodforum.org.uk/ 14 http://bluepages.org.uk/ 15 https://nationalfloodforum.org.uk/wp-content/uploads/2016/12/Ready-For-Flooding-26-11-14.pdf

Proposed Lidl Store, Kendal – Flood Risk Assessment and Drainage Strategy D/I/D/139447/01 – Issue 2 FINAL

9. Don’t drive through flooded areas – You may not be able to see abrupt drop offs and only half a meter of flood water can carry your car away. Driving through flooded water can also cause additional damage to nearby property, or your vehicle. 10. Stay away from power lines – Electrical current can travel through water, report power lines that are down to the power company. 11. Be alert for gas leaks – Turn all gas appliances off, and do not smoke or use candles, lanterns or open flames unless you know the gas has been turned off and the areas ventilated. 12. Look before you step – After a flood, the ground and floors may be covered with debris, which could include broken bottles, sharp objects, nails, etc. Floors and stairs covered with mud and debris can be slippery. 13. Avoid contact with flood water – It may be contaminated with sewage, oil, chemicals or other substances. If contact is unavoidable, wear gloves if possible and always wash hands thoroughly after contact. 14. Leave the site on foot ASAP and head to the Safe Refuge Point. 15. Remain at the off-site meeting point until a head count is done and it is advised by the local authorities that it is safe to return.

Flood Evacuation Routes Generally evacuation should be avoided wherever possible, however where it is deemed necessary it should be carefully planned and practised. Evacuation routes are generally divided by pedestrian and vehicular and are normally organised by the emergency services. They can be affected by a number of factors:  Loss of vehicular access or evacuation routes due to rising waters or to an excessive volume of traffic; and  Unavailability of suitable evacuation equipment (e.g. boats, lorries, helicopters). In urban environments particularly, access to flood-prone residents can be lost relatively early in the flood where the available evacuation routes lead downhill onto and across the floodplain or where roadways become overland flow paths for storm water flooding. In this case, it is always more preferable to move to higher ground (i.e. first floor, roof, etc.) and wait for the storm to pass. As part of this report a flood evacuation route has been provided for the proposed Lidl Store in Kendal. It is intended that evacuation is undertaken before any major flooding occurs and should only be carried out when the emergency services advise that it is urgent and safe for site users to evacuate on their own. The main source of flooding is from the River Kent south of the site. An evacuation route must be the fastest and safest way out of flood zones 2 or 3. Kendal Station is located approximately 200m north of the site and has been identified as a suitable rendezvous point following evacuation. Two routes have been identified and are shown in Figure G2.

Proposed Lidl Store, Kendal – Flood Risk Assessment and Drainage Strategy D/I/D/139447/01 – Issue 2 FINAL

Evacuation route A is the most direct route to Kendal Station. Travelling this route should take approximately 4 minutes by foot. Instructions for this route are provided below:  Leave the site via Beezon Road, turning right as you leave the site;  Follow Beezon Rad and then turn left onto Station Road;  Follow Station Road, turning right to keep on Station Road, keeping left;  Turn left onto the small footpath just before the mini roundabout on Station Road. This will be signposted with directions to Kendal Station;  Follow the footpath until reaching Kendal Station. If Evacuation Route A is inaccessible an alternative route (Evacuation Route B) is also available. Travelling this route should take approximately 6 minutes by foot. Instructions for this route are provided below:  Leave the site via Beezon Road, turning right as you leave the site;  Follow Beezon Road and head straight, keeping on Beezon Road to pass through Station Road;  Follow Beezon Road and then turn left onto Wildman Street;  Follow Wildman Street and then turn left at the mini-roundabout onto Station Road, and then turn immediately right onto the small footpath up to Kendal Station (this will be signposted);  Follow the footpath until reaching Kendal Station.

Figure G2 – Proposed Evacuation routes

Proposed Lidl Store, Kendal – Flood Risk Assessment and Drainage Strategy D/I/D/139447/01 – Issue 2 FINAL

It should be noted that flood water at even shallow depths can be difficult to walk through if velocity is high. If in doubt, evacuees should stay in an elevated position and call 101 for assistance. The estimated travel times are based on normal conditions, and so more time may be required in the case of an emergency. Thus, site users should familiarise themselves with the evacuation routes and act immediately when informed to evacuate. Travel times could be greatly reduced by travelling via a vehicle, compared to travelling by foot. However, this is not necessarily the fastest means of transport. Shallow currents can drift cars easily, thus site users should listen to the recommendation of the local authorities and choose their way to safety wisely. Furthermore, the indicated routes are based on the distance from the nearest safest point and might not reflect the safest route during an emergency situation. Site users should appreciate the condition of each route and always choose the safest and fastest route. G.8. Useful Contact Details

The following useful contact details may assist communication in times of emergency;

1. Environment Agency Flood Line Warning Direct 0845 988 1188

2. Environment Agency Incident Hotline 0800 80 70 60

3. Fire & Rescue Service / Police / Ambulance Service 999

4. SLDC Emergency Contact (Kendal and Eastern Area) 0870 428 6905

5. CCC Out of Hours Contact 01228 526690

6. UU Emergency Contact 0345 672 3723

Proposed Lidl Store, Kendal – Flood Risk Assessment and Drainage Strategy D/I/D/139447/01 – Issue 2 FINAL

G.9 Useful lists

Useful Numbers during a flood Company Contact Telephone Name Name EA 0845 988 1188 Floodline/ 0800 80 70 60 Incident Hotline Electricity Provider Gas Provider Water Company Telephone provider Local public transport Local council emergency services Insurance company Insurance agent

Proposed Lidl Store, Kendal – Flood Risk Assessment and Drainage Strategy D/I/D/139447/01 – Issue 2 FINAL

Useful Companies after a flood Company Contact Telephone Mobile Name Name Electrician Plumber Builder Builder Equipment repair/ supplier Security Services Water pumping services Emergency power supplies Hazardous Materials response

Proposed Lidl Store, Kendal – Flood Risk Assessment and Drainage Strategy D/I/D/139447/01 – Issue 2 FINAL

Protective actions

Identify stock, equipment and possessions that may need special protective measures, and describe the actions you will take to prevent damage in the event of a flood. A way to protect them has been suggested, but make sure these recommendations are followed on all plans as necessary.

Consider:

 Computers;  Tables / heavy furniture;  Vehicles;  Paper files;  Electrical items;  Chairs / stools;  Databases;  Soft furnishings;  Computer files;  Staff files.

Ways to protect items;

 Make a copy of important documentation and store in safe location;  Raise items above ground level;  Buy flood protection products;  Buy new flood-resistant items;  Move items to a safer location if possible – to an upper level of the building or off site.

Valuable Items Protective action New location (if Done applicable)

Proposed Lidl Store, Kendal – Flood Risk Assessment and Drainage Strategy D/I/D/139447/01 – Issue 2 FINAL

Suggested basic building materials to help protect your property

Material Used for Items to protect Storage Done / where to use location Sand and Creating flood sand bags barriers (used (unfilled), with plastic shovel sheeting) Tools – Boarding up hammer, doors, windows nails, saw and openings, creating shelves Wood – Boarding up plywood, doors, windows blocks of and openings, wood creating shelves Sturdy plastic Sandbag sheeting barriers, pulling up around furniture and appliances Strong plastic Putting around bags legs of tables and chairs Pallets Raising stored stock above flood level Emergency Maintaining power source function of air conditioning units (can help dry out a building), running fridges and freezers, medical use or computer hardware

Proposed Lidl Store, Kendal – Flood Risk Assessment and Drainage Strategy D/I/D/139447/01 – Issue 2 FINAL

Appendix H CCTV Survey Report

Enviroguard NW Ltd Boundary Bank Boundary Bank Lane Kendal Cumbria LA9 5RR Tel; 01539720950 Email: [email protected] Web: www.enviroguarddraincare.co.uk

CLIENT: Martyn Dee C/O EDM Limited

ADDRESS: Homebase store, Kendal

DATE: 14/10/2019

Ref: No: ML/MD

Dear Martyn

Ref: CCTV Drain Survey.

Please find contained within this report our findings from the Drain Survey that was carried out at the above address.

Should you require any further information then please do not hesitate to contact me.

Yours Sincerely

Martin Langhorn

Martin Langhorn Tel 01539720950 Email: [email protected]

Monday 14th October 2019 Enviroguard Enviroguard NW Ltd Enviroguard NW Ltd, Boundary Bank, LA9 5RR Enviroguard NW Ltd - Registered Company Number 6014377

DRAIN SURVEY

Enviroguard visited site to carry out a drain survey regarding establishing drain location of surface and foul mains to and from the property.

All references can be found on the included layout plan for all the following information.

Surface Water Downspouts.

All downspouts from gutters on the front face of the building entrance lead into a 225 mm pipe, the start of this run is from a rodding point located top left front of store. This line continues downstream passing through MH4A and reaching MH4. Manhole 4A picks up all surface water, downspouts and Arco drainage in the garden centre part of the store. This all then leads away downstream upon where it enters MH5 From MH5 it leads downstream under the loading bay area of the store. This line under the store could not be surveyed due to the depth and large diameter of the pipe leading away from the manhole. There were no faults detected at the time of survey on this section.

Invert levels of pipes in these manholes.

MH4A= Invert level of the 225mm is 2.2 metres. MH4A= Invert level of the 225mm is 1.3 metres. MH5 Could Not be Established due to depth of chamber.

Carpark Drainage Including Arco Drainage.

Arco drainage from the pedestrian entrance to the store leads away to MH3B, this chamber also picks up the Arco drainage from parallel to the length of the front of store at the carpark. From MH3B this leads downstream to MH3 in a 225mm line. MH3 also picks up a section of Arco drainage to the right of the entrance to car park. Other connections to MH3 come from MH2 – MH1 down a 150 mm line picking up reaming Arco drainage in the top right of the carpark. MH3 then leads downstream in a 300 mm pipe under the garden area of the store, this line was surveyed to 22.560 metres upon where it was evident that it is holding water/blockage and could not pass.

Invert levels of pipes in manholes.

MH3B= Invert level of 150mm is 1.2 metres MH3= Invert level of 150mm is 1.9 metres MH2= Invert level of 150mm is 1.8 metres MH1= Invert level of 150mm is 1.4 metres

There was a fault in a connecting pipe to MH2 from Arco drain area a distance of 12 metres upstream, see layout plan.

Monday 14th October 2019 Enviroguard Enviroguard NW Ltd Enviroguard NW Ltd, Boundary Bank, LA9 5RR Enviroguard NW Ltd - Registered Company Number 6014377

Foul Drains.

All foul lines are at the rear of the store on Beezon Fields road.

The foul drain starts at Manhole14 picking up a connection from inside the store. This goes downstream in 110mm plastic to MH13 which receives a connection from inside the store, it was evident that this connection from the store into MH13 has a fault of a shattered bend at 1.2 metres internally. MH13 heads downstream in 110mm to MH12 located in the road. Manhole 12 is fed from an upstream line of 150mm in the road, this upstream line could only be surveyed up to 30 metres due to a blockage. Downstream from MH12 continues in 150mm to where it reaches MH11. From MH11 the line continues as 225mm upon it reaching the main foul sewer line in Beezon Fields Road.

Invert levels of pipes in manholes.

FMH11= Invert levels of 1.1 metres FMH12= Invert levels of 750 mm FMH13= Invert levels of 660mm FMH14= Invert levels of 460mm

Surface Water MH10 at back of store in front of loading bay gates could not be surveyed at the time due to being full of debris.

MH10 has invert of 1m 300 but full of debris.

Monday 14th October 2019 Enviroguard Enviroguard NW Ltd Enviroguard NW Ltd, Boundary Bank, LA9 5RR Enviroguard NW Ltd - Registered Company Number 6014377

LAYOUT

Monday 14th October 2019 Enviroguard Enviroguard NW Ltd Enviroguard NW Ltd, Boundary Bank, LA9 5RR Enviroguard NW Ltd - Registered Company Number 6014377

Videos of the line are available by copy and paste of the following Dropbox link: https://www.dropbox.com/sh/feihgjfbiydzjcv/AADcLQnQ6Dq7M17DbtHtUbtGa?dl=0

Quotes for repairs and cleaning of lines can be given upon request.

I trust you find this information interesting and acceptable. If you require any further information, please do not hesitate in contacting me.

Yours Sincerely

Martin Langhorn Martin Langhorn Service Engineer

Monday 14th October 2019 Enviroguard Enviroguard NW Ltd Enviroguard NW Ltd, Boundary Bank, LA9 5RR Enviroguard NW Ltd - Registered Company Number 6014377

Proposed Lidl Store, Kendal – Flood Risk Assessment and Drainage Strategy D/I/D/139447/01 – Issue 2 FINAL

Appendix I Sequential Test

I.1 Proposed Development The site comprises the existing Homebase Store at Beezon Road, Kendal, LA9 6EL. The grid refernece for the site is SD 51739 93156. The local authority for the site is the South Lakelands District Council (SLDC). The proposal is for conversion of the existing building to provide a new Lidl store with associated parking and facilities. A Flood Risk Assessment (FRA) has been prepared by Fairhurst in support of the proposed development. I.2 Flood Risk According to the Environment Agency’s Flood Map for Planning the site is partly located within Flood Zone 3. This means that the site is at risk from flooding during the 1 in 100 year (1% AEP) fluvial flood event, with flood risk sourced from the River Kent which is located to the south west of the site. The proposed development is classified as being a ‘less vulnerable’ development in accordance with Table 2 of the Flood Risk Vulnerability Classification of the Planning Practice Guidance that supports the National Planning Framework. A Sequential Test is therefore required in accordance with Table 3 of the Flood Risk Vulnerability and Flood Zone ‘Compatibility’ of the NPPF. A site specific FRA has been prepared by Fairhurst in support of the proposed development and concludes that the site is appropriate for development. I.3 Sequential Test The following sources of information were used in conjunction with mapping and site reports by ward to identify possible alternative sites for the development and to assess their suitability:  SLDC Strategic Housing Land Availability Assessment – Main Report (March 2009);  The Sites Database from the SLDC Employment Land Review (February 2012);  Online property search websites. Potential sites must be located within the Kendal area and be appropriate for the development of a new Lidl car park, including suitable space for car parking. All sites have been reviewed against constraints that may render a site unsuitable as an alternative. These include:  On site, physical problems/limitations;  Economic viability;  Potential impacts of the development to 3rd parties; and  Environmental conditions that would be experienced by potential site users.

Proposed Lidl Store, Kendal – Flood Risk Assessment and Drainage Strategy D/I/D/139447/01 – Issue 2 FINAL

The Environmental Agency’s flood map for planning (Rivers and Seas) has been used to assess flood risk to sites. In order to compare the alternative sites, the proposed site:  Has an area of approximately 0.8ha;  Is located in the town centre of Kendal, which is required for the proposed development’s use as a supermarket food store;  Is located on previously developed land that can be converted into the new Lidl store with limited demolition or construction requirements;  Is located partly in Flood Zone 3. A summary of alternative sites identified as part of the Sequential Test are provided in Table J1:

Table I1: Evaluation of alternative sites:

Flood Sequentially No. Name Comments Zone Preferable?

Site is currently comprised of greenfield, the development of brownfield land is considered to be preferential. Would require complete rebuild of the existing land; whereas the current site Land by allotments at involves a conversion and limited 1 east end of 1 No demolition/construction which is Windemere Road considered to be preferable. Site is surrounded by residential developments. Added traffic from the proposed store would cause disruption to nearby residents.

Site is currently comprised of greenfield, the development of brownfield land is considered to be preferential. Would require complete rebuild of the existing land; whereas the current site Land at Hallgarth, involves a conversion and limited 2 1 No Moorefield Close demolition/construction which is considered to be preferable. Site is surrounded by residential developments. Added traffic from the proposed store would cause disruption to nearby residents.

Proposed Lidl Store, Kendal – Flood Risk Assessment and Drainage Strategy D/I/D/139447/01 – Issue 2 FINAL

Land located in Flood Zone 3, does not 3 Aynam, Kendal 3 No offer an improvement in terms of flood risk.

Land located partially in Flood Zone 3, does 4 Canal Head, Kendal 3 not offer an improvement in terms of flood No risk.

Site is currently comprised of greenfield, the development of brownfield land is considered to be preferential. Would require complete rebuild of the existing land; whereas the current site Fletcher Square, 5 1 involves a conversion and limited No Kendal demolition/construction which is considered to be preferable. Land is considerably larger than requirements of the proposal, would be better suited for larger developments.

Plot at Riverside Plot considerably smaller than the required 6 Business Park, 2 No for the needs of the development Natland Road

Land at Shap Road Limited vehicular access that will be 7 1 No Industrial Estate required for the proposed development

Existing building would need to be demolished and rebuilt for the proposed Sandylands Fish + development; whereas the current site 8 Chips, Langdale 1 No involves a conversion and limited Crescent demolition/construction which is considered to be preferable.

The proposed redevelopment is entirely contingent upon the use of land already in ownership of the client. The project would no longer be financially viable transaction costs are taken into account for the sale of currently owned land and the purchase of an alternative site. From this evaluation there are no sites that fit all the criteria to make the development viable in a different location. I.4 Conclusion There are no sequentially preferable sites available in lower flood risk areas without the constraints that meet the aims of the development. The proposed development provides wider sustainability benefits for the community that outweigh flood risk.

Proposed Lidl Store, Kendal – Flood Risk Assessment and Drainage Strategy D/I/D/139447/01 – Issue 2 FINAL

A site specific FRA has been undertaken to meet the second condition of the exceptions test, recommending that mitigation measures should be provided to ensure that the development is safe and will not increase flood risk elsewhere. The development passes the requirement of the sequential test and therefore is in accordance with the criteria for determining a planning application as detailed in 102 of the NPPF.

www.fairhurst.co.uk

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