Transport Statement Former Isolation Hospital & Toll House, Syston

Floor 4 24 De Montfort Street Leicester LE1 7GB T: 0116 204 7766 [email protected] www.bsp-consulting.co.uk

Transport Statement

Former Isolation Hospital & Toll House, Syston

For P. Winterton Ltd

Project: 17-0473 Original: 21.02.2018

By: MAM Checked JSP

Managing Director: Eur Ing David Sumner BSc(Hons) MSc CEng FICE MIHT Directors: Clive Roddick BSc(Hons) CEng MICE Mark Rayers BSc(Hons) FCILT MIHTT Carl J Hilton MSc BSc(Hons) CEng MIStructE MAPM Jef Todd Associate Directors: Jason Davenport BEng(Hons) MIHT Tony Goddard BEng(Hons) CEng MICE Paul Elphick BSc(Hons) CEng MICE Associates: Paul Whittingham BEng(Hons) CEng MIStructE Matthew Viggars MEng(Hons) CEng MICE Tim Wilson BEng(Hons) Consultant: Martin Breakwell BSc(Hons) CEng MICE

Derby Office: 5 Pride Point Drive, Pride Park, Derby, DE24 8BX Leicester Office: Suite B, Floor 3, 24 De Montfort Street, Leicester LE1 7BG Sheffield Office: Top Floor, Sheffield Studio, Vincent House, Solly Street, Sheffield S1 4BB Breakwell Sumner Partnership Ltd. Registered Office: 12 Oxford Street, Nottingham NG1 5BG. Registered in England and Wales No. 3669014

Amendments & Authorisation Record

Job Title: Former Isolation Hospital & Toll Job Number: 17-0473 House, Syston Revision Purpose Description Originated Checked Authorised Date

/ Transport Assessment MAM JSP JSP 21.02.2018

MAM Martin Murphy BSc (Hons) Senior Transport Planner JSP Jonanne Posnett BA (Hons) MCIHT Principal Transport Planner

BSP Consulting MAM/17-0473 Former Isolation Hospital & Toll House, Meadow Lane, Syston Transport Statement

CONTENTS Page 1.0 Introduction ...... 1

2.0 Local Context ...... 3

3.0 Existing Site and Development Proposals...... 6

4.0 Sustainable Transport ...... 8

5.0 Trip Generation ...... 12

6.0 Impact Assessment ...... 14

7.0 Conclusions ...... 15

Appendix A - Proposed Site Layout Plan Appendix B - Visibility Splays Appendix C - TRICS Output

BSP Consulting MAM/17-0473 Former Isolation Hospital & Toll House, Meadow Lane, Syston Transport Statement

1.0 Introduction

1.1 This Transport Statement has been prepared on behalf of P. Winterton Ltd, in respect of a planning application for 7 holiday lets, cycle storage, parking & amenity space on the site of the former Isolation Hospital and Toll House in Syston, Leicestershire.

1.2 The application site is approximately 7.5km to the north of Leicester City Centre. The site location is shown in the context of the surrounding area within Figure 1.1.

Figure 1.1: Site Location Plan

Site Location

1.3 An existing site access is provided from Meadow Lane, which will be upgraded as part of the development proposals. The proposed site layout plan is included as Appendix A.

1.4 This report has been prepared in accordance with the National Planning Policy Framework (NPPF) for England. The structure of the report is presented as follows:

• Section 2.0 establishes the site location, describing the local area, local highway network and providing an analysis of recent personal injury accident records.

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• Section 3.0 describes the site and outlines the development proposals, including the site access arrangements. • Sections 4.0 sets out the existing sustainable travel facilities available to access the site, analysing the site’s current level of accessibility and sustainability. • Section 5.0 quantifies the existing and proposed levels of trip generation associated with the site. • Section 6.0 assesses the impact of the development proposals on the local highway network. • Section 7.0 summarises the key findings of the report, highlighting the transport implications of the proposals.

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2.0 Local Context

Local Area

2.1 The application site location is shown in the context of its immediate surrounds, within Figure 2.1.

Figure 2.1: Local Area Plan

A46

Meadow Lane

Glebe Way

Proposed Site A607

2.2 As can be seen within Figure 2.1, the site is situated in a rural area to the north-west of the built-up area of Syston. The River Wreake runs along the northern boundary of the site whilst the Grand Union Canal runs along the western boundary. A marina is situated on the opposite side of the canal whilst agricultural uses lie to the north, east and south.

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Local Highway Network

Meadow Lane

2.3 Meadow Lane is a local access road which provides a route between Glebe Way (to the east) and Wanlip Sailing Club (to the west). The lane also provides access to other commercial land uses (Danaher and Walsh, Calvers garage, Harris boat yard and moorings let out by the Canal and River Trust).

2.4 Meadow Lane provides a metalled road surface and is subject to a speed limit of 30mph. Meadow Lane provides a carriageway width ranging between approximately 3m and 7m. The majority of the lane does not provide street lighting or footways, however, footways are provided along both side of the carriageway as Meadow Lane travels over bridges over the A46 and the Grand Union Canal.

2.5 Meadow Lane forms a priority controlled T-junction with Glebe Way. The junction provides a wide mouth, tapered to provide sufficient geometry to enable HGVs to merge into the southbound flow along Glebe Way.

Glebe Way

2.6 Glebe Way is a distributor road that forms part of a loop around the residential estate situated to the south of the road. Glebe Way provides a link west, towards the Hobby Horse Roundabout with the A46 and A607, and on to Wanlip Way, and east to Fosse Way.

2.7 Glebe Way is subject to a speed limit of 30mph and provides a carriageway width of 7m or more as it travels within the vicinity of the junction with Meadow Lane. Street lighting is provided along the length of the road and a footway is provided along the southern side of the carriageway.

Personal Injury Accident Records

2.8 Personal Injury Accident (PIA) records for the latest available 5-year period (up to June 2017) have been obtained from Crashmap. The records indicate that no PIAs have been recorded along either Meadow Lane or Glebe Way over the study period.

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2.9 The PIA records do not therefore indicate any PIA clusters or common causes within the area over the study period. Based on the PIA information, the locality is not considered to suffer from any specific highway safety concerns.

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3.0 Existing Site and Development Proposals

Existing Site

3.1 The development site is formed by a combination of part of an agricultural field and buildings formerly used as an Isolation Hospital and Toll House. The land tenant, who runs a heavy horse carriage company from the site, is currently using the former Isolation Hospital and Toll House buildings for storage purposes. The existing buildings used by the operation provide a total GFA of 276m2.

3.2 A gated single track provides access to the site from Meadow Lane.

Development Proposals

3.3 The proposals are for the development of 7 single family holiday lets with associated car and secure cycle parking, and private and communal open space.

3.4 Four of the holiday lets are to be situated in the refurbished / reconstructed isolation hospital building, whilst the remaining three are to be located in a new building on the site of the former toll house. The proposed lets range from 2 to 5bed units (2 x 2bed, 2 x 3bed, 2 x 4bed and 1 x 5bed).

3.5 The proposed holiday lets are being developed with a strong emphasis on sustainability, resulting in the following design objectives being adopted:

• Replacing the existing and historical built from with sustainable, energy efficient buildings which reflect what was there before;

• Protecting the existing trees and hedgerows separating the site from the canal tow path and incorporating and enhancing existing site landscaping into the design;

• Provide secure, enclosed cycle parking for all the units to allow vehicle free movement to and from the site throughout the duration of the stay;

• Provide connectivity to the towpath and the wider cycle path network.

3.6 The proposed cycle storage unit (28 bicycle capacity) is close to the pedestrain / cycle

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access from the existing towpath, allowing easy access as cycling is proposed to be the main mode of transport for residents during their stay. The proposed site layout plan is included as Appendix A.

Site Access Proposals

3.7 The location of the existing vehicular access point will be retained as part of the development proposals. However, the access road will be widened to provide a carriageway width of 5m and corner radii of 6m at the junction with Meadow Lane.

3.8 Guidance on visibility splay requirements is given in the ‘6C’s Design Guide’ recommends a X-distance of 2.4m and a Y-distance of 43m for a road with speeds of up to 30mph. The speed limit of the road as it travels adjacent to the site is 30mph, although on-site observations indicate that vehicle speeds are significantly lower, particularly to the west as vehicles slow to safely pass over the humpback bridge over the Grand Union Canal. The visibility splays are marked on the drawing included as Appendix B. Vegetation on both sides of the improved access will be removed / cut back to ensure that the appropriate visibility splays are achieved.

3.9 Service and emergency vehicles will access the site via the improved access along Meadow Lane. The site access, together with the internal site layout, will ensure that service and emergency vehicles will be able to safely access, manoeuvre within, and egress in forward gear from the development site.

3.10 Cycle and pedestrian access to the site will be gained directly from the towpath running alongside the eastern bank of the Grand Union Canal as it passes the site. A gated access will be provided at the location, within 5m from the proposed on-site cycle store.

Car Parking

3.11 The proposed development site will provide 12 car parking spaces, including 2 disabled parking bays.

3.12 The provision 12 car parking spaces is considered appropriate for the proposals and will ensure that demand for off-site parking is not generated by the scheme.

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4.0 Sustainable Transport

4.1 This section of the report considers the existing sustainable travel options available to access the site in accordance with Chapter 4 of the National Planning Policy Framework (NPPF) (DCLG, March 2012).

4.2 The proposed development site is geared towards sustainable recreational use and therefore it is important to consider the sustainable travel options available within the vicinity of the site.

Walking

4.3 A plan (source: www.leicestershire.gov.uk) showing the public rights of way within the local area is provided as Figure 4.1.

Figure 4.1: Public Rights of Way Plan

Site Location

4.4 The towpath running along the eastern side of the Grand Union Canal, as it travels adjacent to the site, provides a link south, to the Hope & Anchor pub / restaurant, Wanlip Road and Watermead Country Park, all of which are a walking distance of

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800-825m from the proposed pedestrian access to the site.

4.5 Watermead Country Park is one of the best sites in Leicestershire for bird watching and nature study. Surfaced paths throughout the park provide an opportunity for walking, running and cycling, and many seats along these trails are ideal places for visitors to sit and enjoy the general peace and quiet. As well as the Reedbed Nature Reserve, the park is also home to the Birstall Nature Reserve and has a Jurassic Play Trail for children.

4.6 To the north of the site, a bridge provides a link between the towpath running alongside the Grand Union Canal and a footpath running alongside the northern bank of the River Wreake. The River Wreake is graded by the Environment Agency as ‘A’ (very good) quality chemistry at the location. To the east the footpath running alongside the river travel through to Radcliffe on the Wreake (a walking distance of approximately 3.75km) and links with other route traveling into built up areas of Syston (approximately 1.75km).

4.7 The footway running along the northern bank of the River Wreake also provides a route west, through to the River Soar (a walking distance of approximately 1.75km), before joining a footpath running along the eastern bank of the Soar, which travels north into Barrow upon Soar and provides links onto other footpaths which provide access into Mountsorrel and Sileby.

4.8 Routes are also provided to the north of the site from the footpath running alongside the River Wreake, which provide links through to Cossington.

4.9 The pedestrian routes within the area therefore provide a variety of recreational routes that will provide guests with sustainable activities.

Cycling

4.10 An extract from the local cycle route map produced by LCC is provided as Figure 4.2.

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Figure 4.2: Cycle Network Plan

4.11 The towpath running alongside the Grand Union Canal, and the site, forms part of National Cycle Route (NCR) 48. The NCR 48 is a long-distance route travelling between Lincoln and Exeter, which locally travels through Birstall (where it meets NCR 6), Syston, East Goscote and Asfordby.

4.12 The NCR 6 travels between London and Cumbria, passing through Leicester, Mountsorrel and Loughborough. The NCR 6 passes recreational destinations such as the National Space Centre, Abbey Park and Leicester City Centre.

4.13 In addition to the 2 NCRs running through the area, the Leicester Cycle Route (LCR) 1 travels west alongside of the northern bank of the River Wreake, into the Cossington area and south into Thurmaston.

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Public Transport - Bus Services

4.14 A 400m walking distance to the nearest bus stop is recommended by the Institute of Highways and Transportation’s Guidelines for Planning for Public Transport in Developments (IHT 1999). However, the guidelines also state that the recommended 400m is to be “treated as guidance” and that it is “more important to provide services that are easy for passengers to understand and attractive to use than to achieve slavish adherence to some arbitrary criteria for walking distance”.

4.15 A set of bus stops are situated along Wanlip Road, a walking distance of approximately 1.5km from the site, using a route via the footpath running along the eastern bank of the Grand Union Canal.

4.16 Bus service number 100 stops at the bus stops situated along Wanlip Road. The service travels in both directions along a route between Leicester and Melton Mowbray, also calling at Barkby, Barsby, Gaddesby and Great Dalby. The services run every 2 hours in each direction (Mon-Sat), stopping at the stops along Wanlip Road between 08:09 and 19:14hrs. Full timetable details can be found at www.travelinemidlands.co.uk.

Public Transport – Train Services

4.17 There nearest railway station to the site is Syston Railway Station, situated approximately 1.5km (as the crow flies) to the south-east of the site. Services through the station travel between Leicester and Lincoln, also calling at locations including Loughborough, Newark and Nottingham on route. Services in each direction of travel run every hour throughout the majority of the day.

4.18 The station is a walking / cycling distance of approximately 2.3km from the site, using a route via the footpath running along the eastern bank of the Grand Union Canal.

Summary

4.19 The site location is considered to offer sustainable travel options, that are suitable for a number of recreational locations to be accessible by sustainable travel modes.

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5.0 Trip Generation

Existing Trip Generation

5.1 The existing site is currently used as a storage facility for a heavy horse carriage company. The existing buildings used by the operation provide a total GFA of 276m2.

5.2 Vehicular trip generation for the existing storage use has been calculated using surveys at ‘Warehousing (commercial)’ sites contained within the TRICS database. The sites selected to provide representative trip rates have been filtered to only include vehicular surveys from sites within England (excluding Greater London) which provide a GFA of less than 3,000m2 and are not categorised as being within ‘town centre’ or ‘edge of town centre’ locations.

5.3 The TRICS output is included as Appendix C. Table 5.1 provides a summary of the resulting average vehicular trip rates and generation.

Table 5.1: Existing Vehicular Trip Rates and Generation Trip Rates (per dwelling) Trip Generation Land Use Peak In Out In Out Total AM 0.439 0.209 1 1 2 (0800-0900) PM Storage (276m2) 0.105 0.293 0 1 1 (1700-1800) Daily 3.107 3.120 9 9 18 (0700-2100)

5.4 The existing site there has the potential to generate an average of 18 vehicular trips per day, 6 of which are expected to be HGVs.

Proposed Trip Generation

5.5 Vehicular trip generation for the proposed family holiday lets has been calculated using surveys at ‘Holiday Accommodation’ sites contained within the TRICS database. The sites selected to provide representative trip rates have been filtered to only include vehicular surveys from sites within England (excluding Greater London) which have less than 100 units and are not categorised as being within ‘town centre’ or ‘edge of town centre’ locations.

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5.6 The TRICS output is included as Appendix C. Table 5.2 provides a summary of the resulting average vehicular trip rates and generation.

Table 5.2: Proposed Vehicular Trip Rates and Generation Trip Rates (per dwelling) Trip Generation Development Peak In Out In Out Total AM 0.028 0.050 0 0 0 (0800-0900) Holiday Lets PM 0.099 0.043 1 0 0 (7 units) (1700-1800) Daily 0.580 0.468 4 3 7 (0700-1900)

5.7 The proposed development scheme is estimated to generate an average of 7 vehicular trips per day.

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6.0 Impact Assessment

Traffic

6.1 The existing storage use has the potential to generate an average of 18 vehicular trips per day whilst the proposed development scheme is forecast to generate an average of 7 vehicular trips per day. Even if each of the holiday lets each generated one two-way trip and there was a servicing trip made by the operators, the proposals would still generate less than the existing use. The proposals are therefore anticipated to result in a reduction in the potential trip generation produced by the site and is not an intensification of use.

6.2 The proposals would not have a detrimental, or ‘severe’, impact on the local highway network, therefore mitigation measures to improve capacity on the local highway network are not considered to be warranted.

Site Access

6.3 The proposed site access along Meadow Lane has been designed in accordance with local and national design guidance with appropriate geometries and visibility splays, which will provide sufficient capacity to ensure there is safe and suitable access between the proposed holiday lets and the local highway network.

Road Safety

6.4 Personal Injury Accident (PIA) records for the latest available 5-year period (up to June 2017) indicate that no PIAs had been recorded within the study area.

6.5 In view of the existing PIA records and the development scheme proposed, which includes a pedestrian and cyclist link to the adjacent towpath, it is considered that the proposals will not have any significant effect or ‘severe’ impact on the local highway network, in terms of road safety. The proposed use will not result in an increase to the average number of daily trips generated by the site and the site access has been designed in accordance with local and national design guidance. Therefore, any off- site road safety schemes are not considered to be warranted as part of the development scheme.

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7.0 Conclusions

7.1 In summary, this Transport Statement has been prepared on behalf of P. Winterton Ltd, in respect of a planning application for 7 holiday lets, cycle storage, parking & amenity space on the site of the former Isolation Hospital and Toll House in Syston, Leicestershire.

7.2 The development site is formed by a combination of part of an agricultural field and buildings formerly used as an Isolation Hospital and Toll House. The land tenant, who runs a heavy horse carriage company from the site, is currently using the former Isolation Hospital and Toll House buildings for storage purposes.

7.3 The proposals are for the development of 7 single family holiday lets with associated car and secure cycle parking, and private and communal open space. The proposed holiday lets are being developed with a strong emphasis on sustainability, providing secure, enclosed cycle parking for all the units to allow vehicle free movement to and from the site throughout the duration of the stay

7.4 The site location is considered to offer sustainable travel options, that are suitable for number of recreational locations to be accessible by sustainable travel modes.

7.5 The proposed site access along Meadow Lane has been designed in accordance with local and national design guidance with appropriate geometries and visibility splays, which will provide sufficient capacity to ensure there is safe and suitable access between the proposed holiday lets and the local highway network.

7.6 The existing storage use has the potential to generate an average of 18 vehicular trips per day whilst the proposed development scheme is forecast to generate an average of 7 vehicular trips per day. The proposals are therefore anticipated to result in a reduction in the potential trip generation produced by the site, not an intensification of use, and would not have a detrimental, or ‘severe’, impact on the local highway network. Mitigation measures to improve capacity on the local highway network are not considered to be warranted.

7.7 Personal Injury Accident (PIA) records for the latest available 5-year period (up to June 2017) indicate that no PIAs had been recorded within the study area. In view of

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the existing PIA records and the development scheme proposed, which includes a pedestrian and cyclist link to the adjacent towpath, it is considered that the proposals will not have any significant effect or ‘severe’ impact on the local highway network, in terms of road safety.

7.8 In light of the above, the proposed development is considered to be acceptable in highway terms.

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Appendix A Proposed Site Layout Plan

River Wreake 0 5 10 20 Metres

Existing retaining wall N

Proposed post and rail to limit Existing access to river Proposed post and rail to limit access to river footbridge Washing Washing Machine/ Machine/ Washing Washing Tumble Tumble Machine/ Machine/ Dryer Dryer Tumble Tumble Dryer Dryer

Bath Bath Bath Bath

Bed 2

Bed 2 Proposed residential buildings

Bed 2 Bed 2 Bed 2

Approximate extent of 1 in 100 year climate change event as indicated in FRA by the engineer Proposed private decking/patio space

Proposed public footpath, 3m wide

Proposed Bike Storage 28 spaces

Footprint of existing buildings which will be removed

Existing footpath

Proposed Car Park Existing 12 spaces, including 2 disabled headgerow and trees

Grand Union Canal

Site Vehicle Access Road, 5m wide

Meadow Lane

LEGEND: Rev Date By Description Former Toll House, Syston - 06/03/2018 CN Updated drawing number for planning application Existing trees to be retained Proposed private footpaths

Existing hedgerow to be retained /enhanced Proposed public footpaths Proposed Location Plan

CDE Reference Existing trees to be removed Proposed trees Drawn: CN Drawing Status: Preliminary Existing pedestrial site entrance to be retained Proposed hedgerow Team: JM CAD Reference: 15-887 Site Plan 170 London Road Scale: 1:500 @ A3 Date: March 2018

Existing vehicle site entrance to be retained Leicester LE2 1ND t: +44 (0)116 247 0557 Project No: Dwg No: Rev: NOTE: SEE LANDSCAPE ARCHITECT'S DRAWINGS FOR DETAILED LANDSCAPE DESIGN & SPECIFIATION This drawing, the works and concepts depicted are copyright of Stephen George & Partners and may not be reproduced or made use of, either directly or indirectly without express written consent. Do not scale off this drawing. All heights, levels, sizes and dimensions to be checked on site before any work is put to hand. www.stephengeorge.co.uk 15-887 P003 - BSP Consulting MAM/17-0473 Former Isolation Hospital & Toll House, Meadow Lane, Syston Transport Statement

Appendix B Visibility Splays

BSP Consulting MAM/17-0473 Former Isolation Hospital & Toll House, Meadow Lane, Syston Transport Statement

Appendix C TRICS Output TRICS 7.4.3 301017 B18.05 Database right of TRICS Consortium Limited, 2017. All rights reserved Thursday 30/11/17 Page 1 BSP Consulting Oxford Street Nottingham Licence No: 724101

Calculation Reference: AUDIT-724101-171130-1104 TRIP RATE CALCULATION SELECTION PARAMETERS:

Land Use : 02 - EMPLOYMENT Category : F - WAREHOUSING (COMMERCIAL) VEHICLES

Selected regions and areas: 08 NORTH WEST LC LANCASHIRE 1 days 09 NORTH CB CUMBRIA 1 days TV TEES VALLEY 1 days

This section displays the number of survey days per TRICS® sub-region in the selected set

Secondary Filtering selection:

This data displays the chosen trip rate parameter and its selected range. Only sites that fall within the parameter range are included in the trip rate calculation.

Parameter: Gross floor area Actual Range: 634 to 2950 (units: sqm) Range Selected by User: 634 to 3000 (units: sqm)

Public Transport Provision: Selection by: Include all surveys

Date Range: 01/01/07 to 19/09/16

This data displays the range of survey dates selected. Only surveys that were conducted within this date range are included in the trip rate calculation.

Selected survey days: Tuesday 2 days Friday 1 days

This data displays the number of selected surveys by day of the week.

Selected survey types: Manual count 3 days Directional ATC Count 0 days

This data displays the number of manual classified surveys and the number of unclassified ATC surveys, the total adding up to the overall number of surveys in the selected set. Manual surveys are undertaken using staff, whilst ATC surveys are undertaking using machines.

Selected Locations: Suburban Area (PPS6 Out of Centre) 2 Edge of Town 1

This data displays the number of surveys per main location category within the selected set. The main location categories consist of Free Standing, Edge of Town, Suburban Area, Neighbourhood Centre, Edge of Town Centre, Town Centre and Not Known.

Selected Location Sub Categories: Industrial Zone 2 Residential Zone 1

This data displays the number of surveys per location sub-category within the selected set. The location sub-categories consist of Commercial Zone, Industrial Zone, Development Zone, Residential Zone, Retail Zone, Built-Up Zone, Village, Out of Town, High Street and No Sub Category.

Secondary Filtering selection:

Use Class: B 8 3 days

This data displays the number of surveys per Use Class classification within the selected set. The Use Classes Order 2005 has been used for this purpose, which can be found within the Library module of TRICS®. TRICS 7.4.3 301017 B18.05 Database right of TRICS Consortium Limited, 2017. All rights reserved Thursday 30/11/17 Page 2 BSP Consulting Oxford Street Nottingham Licence No: 724101

Secondary Filtering selection (Cont.):

Population within 1 mile: 5,001 to 10,000 1 days 10,001 to 15,000 2 days

This data displays the number of selected surveys within stated 1-mile radii of population.

Population within 5 miles: 5,001 to 25,000 1 days 125,001 to 250,000 1 days 250,001 to 500,000 1 days

This data displays the number of selected surveys within stated 5-mile radii of population.

Car ownership within 5 miles: 0.6 to 1.0 1 days 1.1 to 1.5 2 days

This data displays the number of selected surveys within stated ranges of average cars owned per residential dwelling, within a radius of 5-miles of selected survey sites.

Travel Plan: No 3 days

This data displays the number of surveys within the selected set that were undertaken at sites with Travel Plans in place, and the number of surveys that were undertaken at sites without Travel Plans.

PTAL Rating: No PTAL Present 3 days

This data displays the number of selected surveys with PTAL Ratings. TRICS 7.4.3 301017 B18.05 Database right of TRICS Consortium Limited, 2017. All rights reserved Thursday 30/11/17 Page 3 BSP Consulting Oxford Street Nottingham Licence No: 724101

LIST OF SITES relevant to selection parameters

1 CB-02-F-01 DOMINO'S PIZZA CUMBRIA COWPER ROAD GILWILLY IND. ESTATE PENRITH Edge of Town Industrial Zone Total Gross floor area: 2 9 5 0 sqm Survey date: TUESDAY 10/06/14 Survey Type: MANUAL 2 LC-02-F-02 WAREHOUSING LANCASHIRE CHORLEY ROAD WALTON-LE-DALE PRESTON Suburban Area (PPS6 Out of Centre) Residential Zone Total Gross floor area: 1 2 0 0 sqm Survey date: FRIDAY 22/06/07 Survey Type: MANUAL 3 TV-02-F-03 ELECTRICAL COMPONENTS TEES VALLEY UNIT 8,NAVIGATOR COURT

STOCKTON-ON-TEES Suburban Area (PPS6 Out of Centre) Industrial Zone Total Gross floor area: 6 3 4 sqm Survey date: TUESDAY 28/06/11 Survey Type: MANUAL

This section provides a list of all survey sites and days in the selected set. For each individual survey site, it displays a unique site reference code and site address, the selected trip rate calculation parameter and its value, the day of the week and date of each survey, and whether the survey was a manual classified count or an ATC count. TRICS 7.4.3 301017 B18.05 Database right of TRICS Consortium Limited, 2017. All rights reserved Thursday 30/11/17 Page 4 BSP Consulting Oxford Street Nottingham Licence No: 724101

TRIP RATE for Land Use 02 - EMPLOYMENT/F - WAREHOUSING (COMMERCIAL) VEHICLES Calculation factor: 100 sqm BOLD print indicates peak (busiest) period

ARRIVALS DEPARTURES TOTALS No. Ave. Trip No. Ave. Trip No. Ave. Trip Time Range Days GFA Rate Days GFA Rate Days GFA Rate 00:00 - 01:00 01:00 - 02:00 02:00 - 03:00 03:00 - 04:00 04:00 - 05:00 05:00 - 06:00 1 2950 0.102 1 2950 0.000 1 2950 0.102 06:00 - 07:00 1 2950 0.136 1 2950 0.034 1 2950 0.170 07:00 - 08:00 3 1595 0.272 3 1595 0.105 3 1595 0.377 08:00 - 09:00 3 1595 0.439 3 1595 0.209 3 1595 0.648 09:00 - 10:00 3 1595 0.293 3 1595 0.293 3 1595 0.586 10:00 - 11:00 3 1595 0.376 3 1595 0.418 3 1595 0.794 11:00 - 12:00 3 1595 0.209 3 1595 0.230 3 1595 0.439 12:00 - 13:00 3 1595 0.230 3 1595 0.251 3 1595 0.481 13:00 - 14:00 3 1595 0.272 3 1595 0.105 3 1595 0.377 14:00 - 15:00 3 1595 0.146 3 1595 0.167 3 1595 0.313 15:00 - 16:00 3 1595 0.125 3 1595 0.167 3 1595 0.292 16:00 - 17:00 3 1595 0.230 3 1595 0.355 3 1595 0.585 17:00 - 18:00 3 1595 0.105 3 1595 0.293 3 1595 0.398 18:00 - 19:00 3 1595 0.105 3 1595 0.188 3 1595 0.293 19:00 - 20:00 1 2950 0.203 1 2950 0.203 1 2950 0.406 20:00 - 21:00 1 2950 0.102 1 2950 0.136 1 2950 0.238 21:00 - 22:00 22:00 - 23:00 23:00 - 24:00 Total Rates: 3.345 3.154 6.499

This section displays the trip rate results based on the selected set of surveys and the selected count type (shown just above the table). It is split by three main columns, representing arrivals trips, departures trips, and total trips (arrivals plus departures). Within each of these main columns are three sub-columns. These display the number of survey days where count data is included (per time period), the average value of the selected trip rate calculation parameter (per time period), and the trip rate result (per time period). Total trip rates (the sum of the column) are also displayed at the foot of the table.

To obtain a trip rate, the average (mean) trip rate parameter value (TRP) is first calculated for all selected survey days that have count data available for the stated time period. The average (mean) number of arrivals, departures or totals (whichever applies) is also calculated (COUNT) for all selected survey days that have count data available for the stated time period. Then, the average count is divided by the average trip rate parameter value, and multiplied by the stated calculation factor (shown just above the table and abbreviated here as FACT). So, the method is: COUNT/TRP*FACT. Trip rates are then rounded to 3 decimal places. TRICS 7.4.3 301017 B18.05 Database right of TRICS Consortium Limited, 2017. All rights reserved Thursday 30/11/17 Page 5 BSP Consulting Oxford Street Nottingham Licence No: 724101

The survey data, graphs and all associated supporting information, contained within the TRICS Database are published by TRICS Consortium Limited ("the Company") and the Company claims copyright and database rights in this published work. The Company authorises those who possess a current TRICS licence to access the TRICS Database and copy the data contained within the TRICS Database for the licence holders' use only. Any resulting copy must retain all copyrights and other proprietary notices, and any disclaimer contained thereon.

The Company accepts no responsibility for loss which may arise from reliance on data contained in the TRICS Database. [No warranty of any kind, express or implied, is made as to the data contained in the TRICS Database.]

Parameter summary

Trip rate parameter range selected: 634 - 2950 (units: sqm) Survey date date range: 01/01/07 - 19/09/16 Number of weekdays (Monday-Friday): 3 Number of Saturdays: 0 Number of Sundays: 0 Surveys automatically removed from selection: 0 Surveys manually removed from selection: 0

This section displays a quick summary of some of the data filtering selections made by the TRICS® user. The trip rate calculation parameter range of all selected surveys is displayed first, followed by the range of minimum and maximum survey dates selected by the user. Then, the total number of selected weekdays and weekend days in the selected set of surveys are show. Finally, the number of survey days that have been manually removed from the selected set outside of the standard filtering procedure are displayed. TRICS 7.4.3 301017 B18.05 Database right of TRICS Consortium Limited, 2017. All rights reserved Thursday 30/11/17 Page 6 BSP Consulting Oxford Street Nottingham Licence No: 724101

TRIP RATE for Land Use 02 - EMPLOYMENT/F - WAREHOUSING (COMMERCIAL) OGVS Calculation factor: 100 sqm BOLD print indicates peak (busiest) period

ARRIVALS DEPARTURES TOTALS No. Ave. Trip No. Ave. Trip No. Ave. Trip Time Range Days GFA Rate Days GFA Rate Days GFA Rate 00:00 - 01:00 01:00 - 02:00 02:00 - 03:00 03:00 - 04:00 04:00 - 05:00 05:00 - 06:00 1 2950 0.000 1 2950 0.000 1 2950 0.000 06:00 - 07:00 1 2950 0.068 1 2950 0.000 1 2950 0.068 07:00 - 08:00 3 1595 0.063 3 1595 0.063 3 1595 0.126 08:00 - 09:00 3 1595 0.188 3 1595 0.084 3 1595 0.272 09:00 - 10:00 3 1595 0.105 3 1595 0.105 3 1595 0.210 10:00 - 11:00 3 1595 0.084 3 1595 0.084 3 1595 0.168 11:00 - 12:00 3 1595 0.125 3 1595 0.063 3 1595 0.188 12:00 - 13:00 3 1595 0.063 3 1595 0.042 3 1595 0.105 13:00 - 14:00 3 1595 0.084 3 1595 0.042 3 1595 0.126 14:00 - 15:00 3 1595 0.021 3 1595 0.042 3 1595 0.063 15:00 - 16:00 3 1595 0.021 3 1595 0.021 3 1595 0.042 16:00 - 17:00 3 1595 0.084 3 1595 0.063 3 1595 0.147 17:00 - 18:00 3 1595 0.042 3 1595 0.021 3 1595 0.063 18:00 - 19:00 3 1595 0.000 3 1595 0.042 3 1595 0.042 19:00 - 20:00 1 2950 0.000 1 2950 0.203 1 2950 0.203 20:00 - 21:00 1 2950 0.000 1 2950 0.102 1 2950 0.102 21:00 - 22:00 22:00 - 23:00 23:00 - 24:00 Total Rates: 0.948 0.977 1.925

To obtain a trip rate, the average (mean) trip rate parameter value (TRP) is first calculated for all selected survey days that have count data available for the stated time period. The average (mean) number of arrivals, departures or totals (whichever applies) is also calculated (COUNT) for all selected survey days that have count data available for the stated time period. Then, the average count is divided by the average trip rate parameter value, and multiplied by the stated calculation factor (shown just above the table and abbreviated here as FACT). So, the method is: COUNT/TRP*FACT. Trip rates are then rounded to 3 decimal places. TRICS 7.4.3 301017 B18.05 Database right of TRICS Consortium Limited, 2017. All rights reserved Thursday 30/11/17 Page 7 BSP Consulting Oxford Street Nottingham Licence No: 724101

Parameter summary

This section displays a quick summary of some of the data filtering selections made by the TRICS® user. The trip rate calculation parameter range of all selected surveys is displayed first, followed by the range of minimum and maximum survey dates selected by the user. Then, the total number of selected weekdays and weekend days in the selected set of surveys are show. Finally, the number of survey days that have been manually removed from the selected set outside of the standard filtering procedure are displayed. TRICS 7.4.3 301017 B18.05 Database right of TRICS Consortium Limited, 2017. All rights reserved Thursday 30/11/17 Page 1 BSP Consulting Oxford Street Nottingham Licence No: 724101

Calculation Reference: AUDIT-724101-171130-1108 TRIP RATE CALCULATION SELECTION PARAMETERS:

Land Use : 03 - RESIDENTIAL Category : J - HOLIDAY ACCOMMODATION VEHICLES

Selected regions and areas: 02 SOUTH EAST HF HERTFORDSHIRE 1 days 06 WEST MIDLANDS WM WEST MIDLANDS 1 days

This section displays the number of survey days per TRICS® sub-region in the selected set

Secondary Filtering selection:

This data displays the chosen trip rate parameter and its selected range. Only sites that fall within the parameter range are included in the trip rate calculation.

Parameter: Number of units Actual Range: 55 to 86 (units: ) Range Selected by User: 31 to 100 (units: )

Public Transport Provision: Selection by: Include all surveys

Date Range: 01/01/07 to 27/09/09

This data displays the range of survey dates selected. Only surveys that were conducted within this date range are included in the trip rate calculation.

Selected survey days: Monday 1 days Wednesday 1 days

This data displays the number of selected surveys by day of the week.

Selected survey types: Manual count 2 days Directional ATC Count 0 days

Selected Locations: Edge of Town 1 Free Standing (PPS6 Out of Town) 1

Selected Location Sub Categories: Out of Town 1 No Sub Category 1

Secondary Filtering selection:

Use Class: Not Known 2 days

Secondary Filtering selection (Cont.):

Population within 1 mile: 1,000 or Less 1 days 10,001 to 15,000 1 days

This data displays the number of selected surveys within stated 1-mile radii of population.

Population within 5 miles: 25,001 to 50,000 1 days 125,001 to 250,000 1 days

This data displays the number of selected surveys within stated 5-mile radii of population.

Car ownership within 5 miles: 1.1 to 1.5 1 days 1.6 to 2.0 1 days

This data displays the number of selected surveys within stated ranges of average cars owned per residential dwelling, within a radius of 5-miles of selected survey sites.

Travel Plan: No 2 days

PTAL Rating: No PTAL Present 2 days

LIST OF SITES relevant to selection parameters

1 HF-03-J-01 CARAVAN HERTFORDSHIRE BREAKSPEAR WAY

HEMEL HEMPSTEAD Edge of Town No Sub Category Total Number of units: 5 5 Survey date: WEDNESDAY 30/07/08 Survey Type: MANUAL 2 WM-03-J-01 CARAVAN PARK WEST MIDLANDS MILL LANE ASTON CANTLOW NEAR COVENTRY Free Standing (PPS6 Out of Town) Out of Town Total Number of units: 8 6 Survey date: MONDAY 08/06/09 Survey Type: MANUAL

TRIP RATE for Land Use 03 - RESIDENTIAL/J - HOLIDAY ACCOMMODATION VEHICLES Calculation factor: 1 UNITS BOLD print indicates peak (busiest) period

ARRIVALS DEPARTURES TOTALS No. Ave. Trip No. Ave. Trip No. Ave. Trip Time Range Days UNITS Rate Days UNITS Rate Days UNITS Rate 00:00 - 01:00 01:00 - 02:00 02:00 - 03:00 03:00 - 04:00 04:00 - 05:00 05:00 - 06:00 06:00 - 07:00 07:00 - 08:00 2 71 0.021 2 71 0.035 2 71 0.056 08:00 - 09:00 2 71 0.028 2 71 0.050 2 71 0.078 09:00 - 10:00 2 71 0.014 2 71 0.021 2 71 0.035 10:00 - 11:00 2 71 0.028 2 71 0.064 2 71 0.092 11:00 - 12:00 2 71 0.035 2 71 0.050 2 71 0.085 12:00 - 13:00 2 71 0.043 2 71 0.007 2 71 0.050 13:00 - 14:00 2 71 0.057 2 71 0.021 2 71 0.078 14:00 - 15:00 2 71 0.057 2 71 0.028 2 71 0.085 15:00 - 16:00 2 71 0.050 2 71 0.021 2 71 0.071 16:00 - 17:00 2 71 0.071 2 71 0.050 2 71 0.121 17:00 - 18:00 2 71 0.099 2 71 0.043 2 71 0.142 18:00 - 19:00 2 71 0.021 2 71 0.028 2 71 0.049 19:00 - 20:00 2 71 0.035 2 71 0.043 2 71 0.078 20:00 - 21:00 2 71 0.021 2 71 0.007 2 71 0.028 21:00 - 22:00 1 55 0.000 1 55 0.036 1 55 0.036 22:00 - 23:00 23:00 - 24:00 Total Rates: 0.580 0.504 1.084

Parameter summary

Trip rate parameter range selected: 55 - 86 (units: ) Survey date date range: 01/01/07 - 27/09/09 Number of weekdays (Monday-Friday): 2 Number of Saturdays: 0 Number of Sundays: 0 Surveys automatically removed from selection: 0 Surveys manually removed from selection: 0

TRIP RATE for Land Use 03 - RESIDENTIAL/J - HOLIDAY ACCOMMODATION OGVS Calculation factor: 1 UNITS BOLD print indicates peak (busiest) period

ARRIVALS DEPARTURES TOTALS No. Ave. Trip No. Ave. Trip No. Ave. Trip Time Range Days UNITS Rate Days UNITS Rate Days UNITS Rate 00:00 - 01:00 01:00 - 02:00 02:00 - 03:00 03:00 - 04:00 04:00 - 05:00 05:00 - 06:00 06:00 - 07:00 07:00 - 08:00 2 71 0.000 2 71 0.000 2 71 0.000 08:00 - 09:00 2 71 0.000 2 71 0.000 2 71 0.000 09:00 - 10:00 2 71 0.000 2 71 0.000 2 71 0.000 10:00 - 11:00 2 71 0.000 2 71 0.000 2 71 0.000 11:00 - 12:00 2 71 0.000 2 71 0.000 2 71 0.000 12:00 - 13:00 2 71 0.000 2 71 0.000 2 71 0.000 13:00 - 14:00 2 71 0.000 2 71 0.000 2 71 0.000 14:00 - 15:00 2 71 0.000 2 71 0.000 2 71 0.000 15:00 - 16:00 2 71 0.000 2 71 0.000 2 71 0.000 16:00 - 17:00 2 71 0.000 2 71 0.000 2 71 0.000 17:00 - 18:00 2 71 0.000 2 71 0.000 2 71 0.000 18:00 - 19:00 2 71 0.000 2 71 0.000 2 71 0.000 19:00 - 20:00 2 71 0.000 2 71 0.000 2 71 0.000 20:00 - 21:00 2 71 0.000 2 71 0.000 2 71 0.000 21:00 - 22:00 1 55 0.000 1 55 0.000 1 55 0.000 22:00 - 23:00 23:00 - 24:00 Total Rates: 0.000 0.000 0.000

To obtain a trip rate, the average (mean) trip rate parameter value (TRP) is first calculated for all selected survey days that have count data available for the stated time period. The average (mean) number of arrivals, departures or totals (whichever applies) is also calculated (COUNT) for all selected survey days that have count data available for the stated time period. Then, the average count is divided by the average trip rate parameter value, and multiplied by the stated calculation factor (shown just above the table and abbreviated here as FACT). So, the method is: COUNT/TRP*FACT. Trip rates are then rounded to 3 decimal places. TRICS 7.4.3 301017 B18.05 Database right of TRICS Consortium Limited, 2017. All rights reserved Thursday 30/11/17 Page 7 BSP Consulting Oxford Street Nottingham Licence No: 724101

Parameter summary