LAND AT MARSHMOOR, WELHAM GREEN (WEG4B) Infrastructure Appraisal - Final Gascoyne Cecil Estates 18/03/2015

Quality Management

Issue/revision Issue 1 Revision 1 Revision 2 Revision 3 Remarks Draft Final Date March 2015 March 2015 Prepared by UKLJK001 UKLJK001 Signature Checked by UKMJI002 UKMJI002 Signature Authorised by UKMSF001 UKMSF001 Signature Project WSP Project 70010445 70010445 number File reference

LAND AT MARSHMOOR, WELHAM GREEN (WEG4B) Infrastructure Appraisal - Final

18/03/2015

Client Gascoyne Cecil Estates Hatfield AL9 5NB

Consultant WSP UK Ltd 66-68 Hills Road Cambridge CB2 1LA Tel: +44 (0)12 2355 8065 Fax: +44 (0)12 2355 8051

www.wspgroup.co.uk

Registered Address WSP UK Limited 01383511 WSP House, 70 Chancery Lane, , WC2A 1AF

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Table of Contents

1 Introduction ...... 5 2 Existing Conditions ...... 7 3 Proposed Transport Strategy ...... 15 4 Traffic Impact and Mitigation ...... 21 5 Sewerage and Wastewater Treatment ...... 27 6 Flood Risk and Drainage ...... 31 7 Utilities ...... 39 8 Conclusions ...... 45

Figures Figure 1 – Site Location Plan Figure 2 – Key Facilities Plan Figure 3 – Walking Accessibility Plot Figure 4 – Cycling Accessibility Plot Figure 5 – Bus Route Plan

Appendices Appendix A – Illustrative Masterplan Appendix B – Road Traffic Accident Data Appendix C – Bus Routes Plans Appendix D – Preliminary Design of Proposed A1000 Dixons Hill Road Access Appendix E – TRICS Outputs Appendix F – Existing Catchment Plan

Executive Summary Overview The Local Plan 2011-2031 identifies an overall housing need for 12,500 new dwellings in the Borough in the Local Plan period. The draft Local Plan consultation document outlines proposals for future development in Welwyn Hatfield including sites for new homes. A series of consultation events were held between the January and March 2015. Gascoyne Cecil Estates (GCE) has identified five key sites and is seeking their allocation in the emerging Welwyn Hatfield Local Plan. Ŷ Stanborough = 1350 dwellings (as set out in latest Local Plan consultation), and have tested the site for proposals for 1350, 1650, and then 2000 dwellings (maximum development scenario envisaged by GCE). 1650 represents the proposed development. The schemes have beeen tested to include a primary school and some local retail and community uses and medical centre, plus secondary school for 2,000 dwellings scenarios; Ŷ Creswick = 300 dwellings; Ŷ Ellenbrook = up to 100 dwellings, with safeguarding of land for longer term development of up to 400 dwellings overall; Ŷ Marshmoor = 270,000sqft GFA of B1 office / R&D, plus 120 dwellings; Ŷ Symondshyde = 1,100 dwellings plus primary school and local shop (250 sqm). GCE recognise that this level of additional housing will generate additional traffic, leading to increased congestion and this will place additional demands on key infrastructure. Initial infrastructure appraisals have been completed for each GCE site that consider some of the key requirements for the following: highways and transport; sewerage and wastewater treatment; flood risk and drainage and utilities. Building on the technical work completed to date for each site, the key focus over the next 12 months will be to take a pro-active approach, working with the highway and planning authorities, local residents and key stakeholders to ensure that appropriate mitigation strategies are agreed in principle for the key GCE sites, and are based on a credible and technically robust evidence base. It will be critical that the proposals for the sites are suitably progressed in order to meet the following key requirements: Ŷ Robust and deliverable and based on sustainable and sound proposals with a reasonable prospect for delivery; Ŷ Based on technically robust and credible evidence; Ŷ Have adequately considered the impact on the operation of the strategic road network and identified mitigation, where appropriate; Ŷ Have adequately considered the impact on the operation of the local road network and identified mitigation, where appropriate; Ŷ Have proposed enhancements to the transport network, including measures relating to sustainable transport options. A significant proportion of Welwyn Hatfield residents work locally but still use their car to undertake journeys to work and shopping, leisure and education trips. Over the next 12 months, in order that opportunities to travel by non car modes are maximised, we will consult with key stakeholders to develop and progress access and movement strategies, for each mode of transport, that aim to deliver greater connectivity, and seek to address barriers to movement in order maximise accessibility to non-car modes. This will be critical in helping to minimise journey lengths for employment, shopping, leisure, education and other activities, and for the self-containment of trips within the proposed developments and the surrounding area.

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Ultimately, GCE is of the opinion that significant Government led investment is required to deliver an integrated public transport system to serve Central Herts and, in particular, to address the lack of east- west connectivity across the county. GCE fully supports the development of a coherent plan for green infrastructure and the creation of a recognisable green corridor which, if delivered effectively along with well planned, mixed use and sustainable developments, has the potential to ensure that Welwyn Hatfield remains an attractive environment in which people still aspire to live, work and play over the decades to come. The proposals for a green corridor linking the principal settlements of Herford, Welwyn Garden City, Hatfield and St. Albans present a rare opportunity to deliver a coherent vision for the benefit of future generations. Infrastructure Appraisal – Land at Marshmoor Transport The location of the site and the above description of existing conditions indicate that the site has good accessibility by non-car modes to a number of local facilities. Both Hatfield and are within a reasonable cycling distance of the site, and a number of bus services pass close to the site. Fast and frequent rail services to London and Cambridge are also easily accessible from the site, which is located just south of the site boundary immediately adjacent to the railway line and the station. The capacity of the local highway network and its ability to accommodate the development is important, particularly on strategic routes and at key junctions which are likely to be affected by the proposed trip generation of the development. A key element of the approach of the development is to focus on providing only appropriate sufficient capacity for the most sustainable transport scenarios and resulting off-site trips. The development itself would implement suitable improvements to walking, cycling and public transport infrastructure, as part of a transport strategy for the site. A key aim will be to try and encourage a shift away from travel by private car relative to existing travel behaviour through the provision of new, improved and high quality alternatives and better public transport services. To this end the central focus point for the development will be integrated public transport services providing high quality rail and bus services linking the site with the local population and employment centres at Hatfield, Welwyn Garden City and Potters Bar, as well as public transport interchanges in both towns. The transport strategy set out focuses on a hierarchy of transport modes that promote sustainable travel by walking, cycling and public transport. Walking and cycling will be focused within and between the site and the surrounding area, and public transport will be focused between the site and the surrounding area. A key feature of the site is it’s close proximity to Welham Green Railway Station which is located just south of the site boundary immediately adjacent to the railway line and the station, and accessible via the railway bridge on Dixons Hill Road. Due to this close proximity there is significant potential to encourage the rail use for users of the site, being within a 5 minute walk or cycle from the site. It is recognised that both residents and employees will still potentially use the car to reach the surrounding area that cannot be reached by walking, cycling or using public transport, and as such a vehicle access strategy will be considered, along with local highway measures to improve safety and encourage walking and cycling, within and between the site and the surrounding area. The initial trip generation for the development was calculated using trip rates, and these were used to gauge baseline levels of trip generation and would be refined further within a TA to accompany a planning application for development on the site in due course. In order to determine the distribution of the proposed development trips Origin and Destination Journey to Work data was obtained from the 2011 Census Data for residents of Welwyn and Hatfield, and the distribution indicated that Welwyn and Hatfield is the main work location for

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residents of Welwyn and Hatfield with about 28% of residents living in Welwyn and Hatfield commuting to Welwyn and Hatfield. It also indicates there are strong commuting links with London with about 20% of residents living in Welwyn and Hatfield commuting to London. Trip assignment indicates that within the local highway network there will be increased demand for travel primarily along the A1000 Great North Road and Dixons Hill Road. The impact of the increased demand for travel along these routes will be mitigated as part of the proposed development, with a number of measures being considered at the junction of the A1000 Great North Road / Dixons Hill Road and on the A1000 Great North Road / Dixons Hill Road. Sewerage and Wastewater Treatment There are existing public sewers within the site, which subject to confirmation by TWU can provide an outfall connection for the foul water discharge from the site. The proposed foul water drainage system for the development would essentially provide an upgrade on the existing sewer system that exists within the site and would mimic the current arrangement of a pumped connection beneath the existing rail line along the western boundary of the site, which then connects into an existing sewer in Travellers Lane on the western side of the rail line A pre-development enquiry application has been submitted to TWU to identify the capacity of the existing public sewers and to identify if any upgrading works will be required to cater for the additional flows resulting from the development. This is particularly relevant to the existing pumping station within the site and the receiving sewer in Travellers Lane. Flood Risk and Drainage The EA Flood Zone Mapping identifies the site at low risk of fluvial flooding and is considered to be in Flood Zone 1, having a less than 1 in 1,000 (low risk) annual chance of flooding from rivers sources. SuDS will be implemented throughout the development in order to provide source control and attenuation of surface waters whilst also providing water quality and bio diversity enhancement; A pre-development enquiry application has been submitted to TWU to identify the capacity of the existing public sewers and to identify if any upgrading works will be required to cater for the additional flows resulting from the development. Response awaited from TWU. Surface water runoff will be attenuated on-site for events up to and including the critical 1 in 100 year storm rainfall event with a 30% allowance for climate change and released off-site into the existing public sewers (subject to TWU’s pre-development enquiry response) and into existing ditches at existing Greenfield runoff rates. To ensure the effectiveness of the proposals a maintenance regime will be in place to ensure the future performance of the all SuDS and drainage devices; Utilities The main utility constraints to the proposed development is UKPN’s OHL (rating is currently unknown), which runs across the southern section of the site and Affinity Water’s watermain which runs across the northern boundary of the site, although this will no constrain development from taking place, and will be addressed through the masterplan. The UKPN OHL has currently been accommodated within the proposed masterplan layout and within the commercial area. However, any changes to existing ground profiles impacting on existing ground clearances and access arrangements for the OHL will need to be agreed with UKPN, pre-planning application submission. No significant changes to ground profiles are presently envisaged. Localised underground utility diversions and/or protections (electricity, gas, potable water and telecommunications) will be required at the proposed new accesses and roundabout for the proposed development.

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The site is well placed to be served by the local infrastructure, subject to the confirmation by the utility companies that local capacity is available for electricity, gas and potable water. However, present capacity is unknown and the outcome of network enquiries are awaited. Further upgrading of the network may be required. The gas mains are also only low pressure within the area and therefore may need a level of reinforcement or extension from a MP main to supply the site.

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1 Introduction

1.1 Background 1.1.1 This Infrastructure Report has been prepared by WSP for Gascoyne Cecil Estates, and considers access and transport matters along with sewerage and wastewater treatment, flood risk and drainage and utilities associated with potential employment and residential development on land at Marshmoor, in Welham Green to the south of Hatfield, Hertfordshire. 1.1.2 The report accompanies representations for the site to be allocated within Welwyn Hatfield Borough Council’s emerging Local Plan 2011-2031, which identifies an overall housing need of 12,500 new dwellings for the Borough in the Local Plan period. 1.1.3 A Local Plan Consultation Document was published in January 2015, and is the subject of public consultation between January and March 2015, and GCE’s Marshmoor site is identified in the Local Plan Consultation Document as WeG4b, with a capacity for 25,000 square metres B1(a) and B1(b) employment use and 120 dwellings. The exact amount of development will be determined through the preparation of a subsequent planning application. A concept masterplan produced by Brooks Murray Architects is attached at Appendix A. 1.1.4 The appraisal makes a preliminary assessment of vehicular access arrangements, taking into account development trip distribution and assignment, along with potential constraints and transport improvements that are likely to be required to deliver the site, and which minimise the transport impacts of the proposed development. It also considers sewerage and wastewater treatment, flood risk and drainage and utilities associated with potential constraints being investigated.

1.2 Policy Context 1.2.1 Allocation of the Marshmoor site will need to be in accordance with the relevant national and local policy guidance. The following central and local planning policies that are applicable to the development proposal are as follows: Ŷ National Planning Policy Framework (NPPF) (March 2012) Ŷ Planning Practice Guidance Ŷ DfT Circular 02/2013 Ŷ Welwyn Hatfield Local Plan Consultation Draft (January 2015) Ŷ Hertfordshire Local Transport Plan 3 2011-2031 (April 2011); Ŷ Roads in Hertfordshire: Highway Design Guide (January 2011) 1.2.2 The NPPF sets out the Government’s planning policies for and how these are expected to be applied. The NPPF constitutes guidance for local planning authorities and decision takers both in drawing up plans and as a material consideration in determining applications. 1.2.3 The NPPF supports sustainable development, which should be seen as a golden thread running through both plan making and decision taking. Paragraph 15 states that: “Policies in Local Plans should follow the approach of the presumption in favour of sustainable development so that it is clear that development which is sustainable can

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be approved without delay. All plans should be based upon and reflect the presumption in favour of sustainable development, with clear policies that will guide how the presumptions should be applied locally”. 1.2.4 Section 4 of the NPPF deals with ‘Promoting sustainable transport’ and Paragraph 29 states that: “Transport Policies have an important role to play in facilitating sustainable transport but also contributing to wider sustainability and health objectives. The transport system needs to be balanced in favour of sustainable transport modes, giving people a real choice about how they travel”. 1.2.5 The NPPF provides guidance on the key transport issues which should be considered through the planning process. Paragraph 32 states that: “All developments that generate significant amounts of movement should be supported by a Transport Statement or Transport Assessment. Plans and decisions should take account of whether: Ŷ The opportunities for sustainable transport modes have been taken up depending on the nature and location of the site, to reduce the need for major transport infrastructure; Ŷ Safe and suitable access to the site can be achieved for all people; and Ŷ Improvements can be undertaken within the transport network that cost effectively limit the significant impacts of the development. Development should only be prevented or refused on transport grounds where the residual cumulative impacts of the development are severe.” 1.2.6 Minimising journey lengths is a policy aim set out in the NPPF, and it notes that, for large scale residential developments, a mix of uses should be promoted so that there are opportunities to undertake day-to-day activities, including work, within the site. This includes locating facilities such as primary schools and local shops within walking distance of most properties. 1.2.7 The proposed development is in accordance with these NPPF policy objectives. Transport improvements will be implemented to assist with safe and suitable access to the site for pedestrians, cyclists and bus users.

1.3 Scoping and Report Structure 1.3.1 The remainder of this appraisal is set out as follows: Ŷ Section 2 – provides a description of the existing conditions and transport networks; Ŷ Section 3 – explains the transport strategy for the new village settlement; Ŷ Section 4 – explains the traffic impact and mitigation: Ŷ Section 5 – outlines sewerage and water treatment; Ŷ Section 6 – outlines flood risk and drainage; Ŷ Section 7 – outlines utilities; and Ŷ Section 8 – sets out a summary of the report.

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2 Existing Conditions

2.1 Site Location 2.1.1 The site is located approximately 2km south of Hatfield town centre within the settlement of Welham Green. The site is bounded by the A1000 Great North Road to the east and Marshmoor Lane with the East Coast Mainline to the west. To the north is the A1001 and to the south Dixons Hill Road. The site location is shown on Figure 1.

2.2 Existing Travel Patterns of Welham Green Workers 2.2.1 The 2011 Census journey to work data for the local area has been obtained and analysed to identify the travel characteristics of workers of Welwyn and Hatfield which has been based on Medium-Layer Super Output Area (MSOA) Welwyn and Hatfield 014 (E02004993), in which most of the Marshmoor site is located, and is considered to be representative of the proposed development. The mode shares for people living in Welwyn and Hatfield MSOA 014 are shown in Table 2.1 below. .Table 2.1: Journeys to Work Statistics – MSOA Welwyn and Hatfield 014 Workers Mode MSOA Welwyn and Hatfield 014 Workers Rail & Underground 5% Bus 2% Taxi 0% Motorcycle 1% Car Driver 80% Car Passenger 4% Bicycle 2% Walking 6% Other 0% Total 100% Source: 2011 Census Data (February 2015)

2.2.2 The data above shows that a majority of people working in MSOA Welwyn and Hatfield 014 tend to travel to work by car or van. Walking and cycling are the main modes of travel for about 8% of journeys for local workers, while bus travel forms about 2% of journeys. About 5% travel to work by train / underground. The number of workers walking and cycling is relatively high and this culture could be used in order to encourage workers to use sustainable modes of transport at the development at Marshmoor.

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2.3 Access to Key Facilities 2.3.1 As part of this report an assessment has been undertaken in relation to the location of local facilities including education, leisure and retail, to the proposed development, and the results of this assessment are now presented in detail, and the location of local key facilities are shown in Figure 2.

2.4 Access to Employment 2.4.1 The site is located about 840m to the east of the centre of Welham Green, and about 3.4km to the south of Hatfield town centre, both of which provide a wide range of employment opportunities. The proposed development would also create employment, which would be to the benefit of new and existing residents. 2.4.2 There are also a number of retail outlets located within Welham Green including a post office, pharmacy, bakers, convenience store and food outlets. In addition, the site itself will be creating employment opportunities.

2.5 Access to Retail 2.5.1 Both Hatfield and Welwyn Garden City provide major retail attractions within the vicinity of the site, with the Galleria Shopping Centre in Hatfield and the Howard Centre in Welwyn Garden City providing access to a number of high street retail outlets, which are both accessible by cycling and local bus services that operate within the vicinity of the site. 2.5.2 There are also two major supermarkets in Hatfield, with a Tesco being located about 5.1km to the north west of the site, and an Asda being located about 4.1km to the north west of the site, which are all accessible by cycling and local bus services that operate within the vicinity of the site. There are also a number of retail outlets located in the centre of Welham Green, as noted above.

2.6 Access to Education 2.6.1 There are a number of education establishments in Hatfield, at all levels from primary to further education, and these include the following: Ŷ St Mary’s Church of England Primary School, Welham Green – located on Dellsome Lane, to the north west of Welham Green, about 1.1km to the north west of the site; Ŷ Primary School, Brookmans Park – located on Bradmore Way, to the south east of Welham Green, about 2.4km to the south east of the site; Ŷ Chancellor’s School, Brookmans Park – located on The Drive, to the south east of Welham Green, about 2.2km to the south east of the site; Ŷ De Havilland Primary School, Hatfield – located on Travellers Lane, to the north west of Welham Green, about 1.8km to the north west of the site; 2.6.2 In addition, to the primary and secondary schools that are listed there are a number of other education establishments in Hatfield, all of which are accessible by cycling and local bus services that operate within the vicinity of the site.

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2.7 Access to Healthcare 2.7.1 There are a number of healthcare facilities located in Hatfield, comprising doctor’s surgeries, dentists, pharmacies and opticians, all of which are accessible by cycling and local bus services that operate within the vicinity of the site. 2.7.2 In addition, to these healthcare facilities the Queen Elizabeth II Hospital is located in Welwyn Garden City, which is about 6.1km from the site, which is accessible via a number of bus services including 242 which operates close to the site.

2.8 Access to Leisure Facilities 2.8.1 There are a number of leisure facilities that are located in Hatfield and Welwyn Garden City, all of which are accessible by cycling and local bus services that operate within the vicinity of the site and include an indoor and outdoor swimming pool, tennis and squash courts, basketball courts, and a cinema located in Hatfield, and Stanborough Park and Goslings Sports Park in Welwyn Garden City

2.9 Walking and Cycling Access 2.9.1 Walking is a main mode of travel at the local level and can replace car trips for journeys less than 2km in length, equivalent to a 25 minute walk at typical walking speeds. An isochrone plan identifying walking times at 5 minute intervals up to 25 minutes from the site is shown in Figure 3, illustrative that a large area of southern Hatfield including a number of local facilities is within this walking distance. 2.9.2 There are currently good pedestrian links between the site and the centre of Welham Green and Alpha Business Park, with good local on-street footways linking the site. There are a number of footpaths around the site as well as a number of existing footways on roads within the site vicinity. 2.9.3 Cycling has the potential to replace short car journeys under 5km in length, equivalent to a 25 minute cycle journey at typical cycling speeds. Cycling can form part of a longer journey by public transport. A significant distance can be covered by cycling, with most of Hatfield and the northern part of Potters Bar within a reasonable 25 minute cycle ride of the site. An isochrone map identifying cycling journeys at 5 minute intervals up to 25 minutes around the site is shown on Figure 4. 2.9.4 The National Cycle Route 12 is approximately 280m to the west of the site providing excellent onward connectivity to Hatfield and Welwyn Garden City to the north, and Potters Bar to the south. The route is street lit throughout and provides a direct and segregated route for pedestrians and cyclists. 2.9.5 The location and accessibility of the site indicates that there is potential for the Creswick site to achieve better mode shares for walking and cycling than the existing travel patterns of local residents indicated in the 2011 Census. This would be assisted by the transport strategy for the site described as described in Section 3.

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2.10 Existing Bus Services 2.10.1 The local area of Welham Green is currently served by a number of frequent bus services, which stop at the nearby Welham Green Railway station. A number of bus stops for these services are available along the A1000 Great North Road, either side of the junction with Dixons Hill Road, and on Dixons Hill Road itself, on route to centre of Welham Green. 2.10.2 The nearest bus stops to the site are located along the A1000 Great North Road, either side of the junction with Dixons Hill Road, as well as a number of bus stops along Dixons Hill Road itself, to the east and south of the site boundary, and provide routes to Hatfield and Welwyn Garden City town centres, along with numerous other surrounding towns. 2.10.3 A summary of the key local bus services in the vicinity of the site is provided in Table 2.2 below, and a bus route plan is shown in Figure 5. Route maps of existing services are also provided in Appendix C. Table 2.2: Bus Services in close proximity to the proposed development site Weekday Frequency of Services Service Route Operator Daytime Service Details Frequency 200 London Colney – Sullivan 1 service First and last service Welham Green – Buses (Monday only) 12:55 Essendon Hill Essendon Hill – Sullivan 1 service First and last service Welham Green – Buses (Monday only) 10:22 London Colney 304 – St Albans – Centrebus 4 services First service 10:09 and Welham Green South last service 18:14 Welham Green – Centrebus 5 services First service 06:51 and Hitchin – St Albans South last service 18:17 610 Enfield – Potters Bar – Uno 27 services First service 07:07 and Hatfield last service 20:36 Hatfield – Potters Bar – Uno 27 services First service 06:43 and Enfield 19:20 Source: Traveline (February 2015)

2.10.4 Table 2.2 shows that the bus stops on the A1000 Great North Road and on Dixons Hill Road are well served by a large number of frequent bus services. Further to those listed above there are a number of other bus services including 201, 242, 305, 312 and 615 which operate close to the site. 2.10.5 These bus routes provide a good level of services, and thus the location of the site indicates that there is potential for the site to connect well with the surrounding area including Hatfield and beyond, and to achieve better mode shares for walking and cycling than the existing travel patterns of local residents indicated in the 2011 Census. This would be assisted by the transport strategy for the site as described in Section 3.

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2.11 Existing Rail Services 2.11.1 A key feature of the site is it’s close proximity to Welham Green Railway Station which is located just south of the site boundary immediately adjacent to the railway line and the station, and accessible via the railway bridge on Dixons Hill Road, and is within a 5 minute walk or cycle from the site as indicated on Figures 3 and 4 respectively. 2.11.2 It is located on the and offers onward travel to Moorgate, Welwyn Garden City, Kings Cross and Cambridge. A summary of the rail services from the station to key destinations is provided in Table 2.3 below. Table 2.3: Summary of Rail Services from Welham Green Railway Station Weekday Frequency of Services Outbound Inbound Service AM Peak Journey PM Peak Journey Time (07:00 – Time (17:00 – (Minutes) 08:00) (Minutes) 18:00) Welham Green – Old 3 services 36 minutes 2 services 36 minutes Street Welham Green – 3 services 41 minutes 4 services 40 minutes Moorgate Welham Green – Welwyn 3 services 9 minutes 2 services 8 minutes Garden City Welham Green – Potters 4 services 6 minutes 2 services 6 minutes Bar Source: National Rail Enquiries (February 2015)

2.11.3 Table 2.3 shows that Welham Green Railway Station is well served by national rail services providing future residents with an option to use public transport when accessing key destinations such as London, Cambridge, and Peterborough. 2.11.4 It is also worth mentioning here that a number of rail upgrades are due to take place within the Local Plan period, and include amongst other things new rolling stock and increased capacity which will encourage the use of rail as a sustainable mode of transport. In addition, there is a proposal to increase the level of car parking at Welham Green Railway Station. 2.11.5 Further access to rail services is also available from , located about 3.3km to the south east of the site, between a 20-25 minute cycle from the site as indicated in Figure 4. A summary of the rail services from the station to key destinations is provided in Table 2.4 below.

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Table 2.4: Summary of Rail Services from Hatfield Railway Station Weekday Frequency of Services Outbound Inbound Service AM Peak Journey PM Peak Journey Time (07:00 – Time (17:00 – (Minutes) 08:00) (Minutes) 18:00) Hatfield – London Kings 2 services 33 minutes 3 services 27 minutes Cross Hatfield – Stevenage 2 services 16 minutes 2 services 20 minutes Hatfield – Welwyn Garden 2 services 5 minutes 5 services 5 minutes City Source: National Rail Enquiries (February 2015)

2.11.6 Table 2.4 shows that Hatfield Railway Station is well served by national rail services providing future residents with an option to use public transport when accessing key destinations such as London, Cambridge, Stevenage and Peterborough. 2.11.7 The proximity of both stations to the site will offer future residents of the site a wide choice of rail travel options.

2.12 Local Highway Network 2.12.1 The A1000 Great North Road runs in a broadly north-south alignment. It is a single carriageway road subject to a 40mph speed limit and street lighting along the site frontage, and measures about 5.9m wide. It is categorised as a Main Distributor Road based on the Hertfordshire Roads Gazetteer and HCC’s Roads in Hertfordshire Design Guide (3rd edition) classifications. 2.12.2 The A1000 Great North Road provides access to Hatfield to the north, meeting the A1001 South Way, at the north boundary of the site, where it continues to Hatfield town centre. In addition, the A1001 South Way meets Travellers Lane and Millwards via a 5- arm roundabout junction about 350m north of northwest corner of the site. At the northeast corner of the site, the speed limit on the A1000 Great North Road changes from 40mph to 60mph. 2.12.3 About 1km to the south of where the A1000 Great North Road meets the A1001 South Way, the A1000 meets Dixons Hill Road by means of a 3-arm roundabout junction, with the A1000 forming the major arm. To the south of this junction, the A1000 provides access to Brookmans Park and Potters Bar, and to the west Dixons Hill Road provides access to Welham Green. 2.12.4 Dixons Hill Road is a single carriageway road located adjacent to the southern boundary of the Marshmoor site. The carriageway measures approximately 6.2 metres in width, and is subject to a speed limit of 30mph, with street lighting along the southern side of the road.

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2.12.5 Approximately 200m to the west of the junction of the A1000 Great North Road and Dixons Hill Road, Dixons Hill Road meets Marshmoor Lane, adjacent to the railway bridge on Dixons Hill Road, by means of a 2-arm priority junction, Dixons Hill Road forming the major arm. Marshmoor Lane is rural in character and routes to the west side of the Marshmoor site, and currently provides vehicular access to the site. The carriageway measures approximately 3.9m in width, and there is limited street lighting provided. Marshmoor Lane stretches along almost the full length of the site but the northern end has been gated in recent years to reduce fly tipping. 2.12.6 Many local roads and junctions experience congestion in peak periods, and this may act as a constraint on future development unless mitigation is provided. HCC have undertaken initial traffic modelling of the likely mitigation on the local highway network in order to accommodate the Local Plan Consultation Document’s housing requirements of 12,500 dwellings, and in the vicinity of the new village settlement including the following: Ŷ Measures to improve flows and capacity on the A414 between the Tesco junction and the A1000; Ŷ Redesign of the western roundabout of the A1(M) junction 4 to improve capacity but not add an additional arm on the junction; Ŷ Limited remedial measures on the eastern roundabout of the A1(M) junction 4; Ŷ Possible left turn lane from the A414 (west) at the A1(M) junction 3 to Comet Way, along with dualling of Comet Way; Ŷ Redesign of the Comet Way / A1057 roundabout near the Galleria; Ŷ A range of capacity improvements at the Coopers Green roundabout with the B197 and the B197 roundabout with the A6129 (the double set of roundabouts immediately north east of the site); Ŷ Widen the off-slip at the A414 (west) / A1000 junction near Mill Green to extend the 2 lane approach; Ŷ Introduction of traffic signals at the Comet Way / Green Lanes / Wellfield Road junction; Ŷ Increasing the size of the roundabout at the Coopers Green Lane / Green Lanes junction; 2.12.7 The traffic modelling undertaken by HCC indicates that these improvements will address most of the impacts of the level of growth envisaged in the Local Plan Consultation Document. However, HCC notes that there are still capacity problems at the A1(M) junctions, particularly junction 4 where there are concerns about the northbound carriageway of the A1(M) becoming blocked by queuing traffic on the off- slip. 2.12.8 The above improvements are deliverable within the highway boundary. To address impacts at the A1(M) junction 4, it is likely that additional land take will be required, the extent will become clear when the A1(M) Consortium issues its shortlist of improvement options for the junction by the end of 2015.

2.13 Accident Data 2.13.1 Accident records for the local highway network within the vicinity of the site have been obtained from HCC and analysed for the three year period from December 2010 to November 2013. The accident records are derived from the STATS 19 data, and

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therefore do not include damage only accidents. The accident plot and data are attached at Appendix B. 2.13.2 The data covers a large area of the highway network within the vicinity of the site including the junction of the A1000 and the A1001. It shows 8 accidents to have occurred within the study area in the last three years, none of which have been fatal, with 5 classified as slight and 2 classified as serious. 1 of the 2 serious accidents occurred at a location along the A1000, with 1 serious accident occurring on Travellers Lane. 2.13.3 The accident records do not indicate any particular road safety concerns on the local highway network.

2.14 Summary 2.14.1 The location of the site and the above description of existing conditions indicate that the site has good accessibility by non-car modes to a number of local facilities. Both Hatfield and Potters Bar are within a reasonable cycling distance of the site, and a number of bus services pass close to the site. Fast and frequent rail services to London and Cambridge are also easily accessible from the site, which is located just south of the site boundary immediately adjacent to the railway line and the station. 2.14.2 The capacity of the local highway network and its ability to accommodate the development is important, particularly on strategic routes and at key junctions which are likely to be affected by the proposed trip generation of the development. 2.14.3 A key element of the approach of the development is to focus on providing only appropriate sufficient capacity for the most sustainable transport scenarios and resulting off-site trips. The development itself would implement suitable improvements to walking, cycling and public transport infrastructure, as part of a transport strategy for the site as described in Section 3.

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3 Proposed Transport Strategy

3.1 Sustainable Transport 3.1.1 Sustainability forms a key principle in the design of the proposed development for the site, and as such the focus of the transport strategy is to reduce the need to travel in the first instance and then to promote and encourage sustainable transport. To this end, the layout of the development has been largely influenced by the location of neighbourhood centres and transport hubs and the provision of a network of direct and attractive links to encourage walking and cycling. 3.1.2 A focus of the proposed development will be to plan a sustainable development that maximises opportunities for non-car modes from the outset, through the provision of new and improved public transport services. To this end the central focus point for the development will be integrated public transport services providing high quality bus and rail services linking Marshmoor with the local population and employment centres at Hatfield, Welwyn Garden City and Potters Bar, as well as public transport interchanges in both towns such as the railway stations 3.1.3 The transport strategy set out in this report focuses on a hierarchy of transport modes that promote sustainable travel including the following: Ŷ Walking; Ŷ Cycling; and Ŷ Public transport. 3.1.4 Walking and cycling will be focused within and between the site and the surrounding area, and public transport will be focused between the site and the surrounding area. 3.1.5 This section also outlines the proposals for travel by car, as it is recognised that both residents and employees will use the car to reach the surrounding area that cannot be reached by walking, cycling or using public transport. It will include the vehicle access strategy and the principles of the street network within the development. In addition, it sets out the local highway measures to improve safety and encourage walking and cycling, within and between the site and the surrounding area.

3.2 Pedestrian and Cycle Strategy 3.2.1 A pedestrian and cycling strategy for Marshmoor has been identified which will help to deliver: Ŷ A coherent network linking trip origins and key destinations, at a scale appropriate to the users; Ŷ A consistent, well connected network with linkages to key destinations, existing and proposed routes in the area; Ŷ An attractive walking and cycling environment; Ŷ Sustainable travel by providing infrastructure that is safe and is perceived to be safe, both in terms of traffic safety and crime; Ŷ Creation of attractive and interesting environments which are integrated with surrounding areas; and

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Ŷ High quality and conveniently located cycle parking within the proposed development site which exceeds the requirements of locally adopted standards. 3.2.2 Within the development, the emphasis is focused upon creating attractive and direct routes for walking and cycling. Key principles of the proposed strategy will also focus on providing improved linkages with public transport hubs, areas of employment and education facilities within the vicinity of the site. For example, the site is located adjacent to Welham Green Railway Station, and also there will be employment on the site as part of the proposed development. 3.2.3 The proposed network of open public space within the development will also provide corridors for walking and cycling, which will be segregated from other modes of transport, and will form safe walking and cycling route within the development. 3.2.4 Creating linkages with key employment and education destinations in Hatfield and Welwyn Garden City and also key principles of the proposed strategy, with improvements to the penetration of routes into the centres of Hatfield and Welwyn Garden City. 3.2.5 As part of the development, pedestrian and cycle routes to surrounding facilities will need to be improved. The development will need to ensure that there are suitable connections which tie in with existing infrastructure in the vicinity of the site, particularly with Hatfield town centre to the north of the site. 3.2.6 To achieve a high level of accessibility and permeability for walking and cycling, the following strategic measures are suggested: Ŷ Improve pedestrian routes from the proposed development to the existing nearby services, schools, facilities and jobs in Welham Green and Hatfield, with upgraded / new footways and crossing points installed as required. Specifically improvements could include upgrading footways on Dixons Hill Road and the A1000 Great North Road, providing new crossing points and widening of footways where possible; Ŷ Upgrade existing cycle facilities on Dixons Hill Road; Ŷ Improve cycleways in and around the A1000 Great North Road, and particularly to ensure there are suitable connections from the site to the National Cycle Network Route 12 which runs through Welham Green to the west of the site; and Ŷ Provide pedestrian and cycle routes to key destinations that are direct and clearly marked through the provision of appropriate signage. 3.2.7 The description of existing conditions in Section 2 of this report notes that the site has good walking and cycling accessibility with surrounding areas, so the implementation of the above measures will assist with the integration of the Marshmoor site with existing walking and cycling infrastructure in the vicinity of the site. This will help create an environment which encourages the uptake of walking and cycling amongst future residents.

3.3 Public Transport Strategy 3.3.1 Based on current bus and rail services in the vicinity of the site, an initial Public Transport Strategy has been developed which aims to integrate bus services with the development proposals at the planning stage. Creating a strategy at this early stage will ensure that the development can seamlessly lead through to direct implementation, ensuring that services meet demand

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3.3.2 As demonstrated in Table 2.2 there are currently a number of bus services in the vicinity of the site providing frequent and timely transport to key destinations such as St Albans, Potters Bar, Luton and Borehamwood, as well as to areas of Hatfield and Welwyn Garden City. The Hatfield Urban Transport Plan (UTP) highlights the need to improve the profile and attractiveness of bus services in the area by providing appropriate facilities and information in easily accessible locations, with key sites of attraction being identified. 3.3.3 The south east section of the site is currently within 400m walking distance of bus stops located on the A1000 Great North Road and Dixons Hill Road. Due to the relatively modest size of the development it is unlikely that bus service providers will be willing to divert services into the site; therefore to encourage the use of public transport, direct and clearly marked pedestrian links will need to be provided to bus stops located on the A1000 Great North Road and Dixons Hill Road. 3.3.4 As already mentioned a key feature of the site is it’s close proximity to Welham Green Railway Station which is located just south of the site boundary immediately adjacent to the railway line and the station, and accessible via the railway bridge on Dixons Hill Road. Due to this close proximity there is significant potential to encourage the rail use for users of the site, being within a 5 minute walk or cycle from the site. In addition, there is a proposal to increase the level of car parking at Welham Green Railway Station.

3.4 Motorised Traffic 3.4.1 Historically road layouts for developments have been designed primarily to meet the needs of motorised traffic. This has resulted in the use of a hierarchy of standard road types which were produced based on the size of the development and the predicted traffic flows associated with it. This approach resulted in unattractive developments that were often unsafe and unwelcoming for pedestrians and cyclists. 3.4.2 Most recently a new approach has been promoted within Manual for Streets 1 (MfS1) 2007, and more recently Manual for Streets 2 (MfS2) 2010. This recognises the importance of the community function for streets and calls for the promotion of designs that create a network of streets that provide permeability and connectivity. A flexible approach to street layouts should therefore be adopted to enable the development of street character types that reflect and support the needs of pedestrians and cyclists. 3.4.3 A possible arrangement for the internal street network is indicated on the concept masterplan produced by Brooks Murray Architects, which is attached at Appendix A. 3.4.4 The layout and design of the development would seek to achieve vehicle speeds at no more than 20mph on the majority of routes within the site.

3.5 Access Strategy 3.5.1 It is proposed that the primary vehicular access to and from the site will be achieved from the roundabout of the A1000 Great North Road and Dixons Hill Road. Initial assessments indicate that a 4-arm roundabout junction could be delivered at the roundabout junction of the A1000 Great North Road and Dixons Hill Road at the approximate location of the existing 3-arm roundabout junction, and which is within the highway boundary and land under the control of Gascoyne Cecil Estates.

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3.5.2 A preliminary design of the junction is shown on drawing 2676/GA/05 attached at Appendix D. The junction would need to be redesigned in order to take account of an electricity substation that is located on the eastern side of the Dixons Hill Road arm which would prevent the proposed 4-arm roundabout site access at the current location of the junction from being possible in highway design terms. 3.5.3 As can been seen in drawing 2676/GA/05 as part of the redesign of the junction the location of the roundabout has been moved by about 20m to the west of its current location, and we believe it is acceptable in highway design terms. 3.5.4 The principle of the redesigned 4-arm roundabout at the junction of the A1000 Great North Road and Dixons Hill Road has been discussed with officers of HCC, who have advised that such a junction could be an acceptable option. They also indicated that the redesign of the junction would provide an opportunity for making improvements to the junction which currently experiences capacity constraints. HCC are currently undertaking a Stage 1 Safety Audit at the junction which is not expected to bring up any major issues in relation to the new proposed layout. 3.5.5 The junction design satisfies DMRB and HCC ‘Roads in Hertfordshire Highways Design Guide’ geometric standards. Because the A1000 is a Main Distributor Road, the site access arm has been designed based on a Local Distributor Road. HCC’s design guide advises that Local Distributor Roads can be accessed from Main Distributor Roads in exceptional circumstances. Frontage access is permitted onto Local Distributor Roads, subject to vehicles being able to enter and leave the road in forward gear. 3.5.6 The access arrangements would be prepared in more detail and based on technical capacity assessments as part of the preparation of a Transport Assessment to accompany a planning application for development on the Marshmoor site in due course. 3.5.7 The detailed technical assessment of the development’s impacts on the surrounding highway network and identification of appropriate mitigation would also be undertaken as part of a Transport Assessment in due course.

3.6 Sustainable Transport 3.6.1 The Government’s National Planning Policy Framework highlights the need for developments to be located in areas where the requirement for travel is minimised and residents can easily access local facilities for employment, shopping, leisure, education and other activities by sustainable modes of transport, including walking, cycling and public transport. 3.6.2 Sustainability will therefore form a key principle in the design of the site, with the focus to reduce the need to travel in the first instance and then to promote and encourage sustainable transport, with the use of alternative modes of transport including walking, cycling and public transport. 3.6.3 The main aim of the development will be to provide integrated public transport services which link the site with the local population and employment centres of Welwyn Garden City and Hatfield, as well as the public transport interchanges such as Welwyn Garden City and Hatfield rail and bus stations. 3.6.4 With this in mind a Travel Plan will be developed for the site which would aim to: Ŷ Understand the likely travel patterns for residents of the site; Ŷ Encourage a greater use of sustainable transport in preference to the use of the

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private car, including walking and cycling; Ŷ Promote community integration; Ŷ Protect and enhance the environment in and around the site; Ŷ Promote a lifestyle for residents, which includes healthy and sustainable living; and Ŷ Provide sustainability in all ways including cost, health and environment – reducing the impact on traffic congestion and air quality. 3.6.5 To achieve targets for reduction in single occupancy car mode share, measures proposed could entail the following: Ŷ Appointment of a suitably qualified Travel Plan Co-ordinator; Ŷ Promotion and marketing of the Travel Plan during the sales phase of the development from the site sales office; Ŷ Welcome pack including a full range of travel information for each new household; Ŷ Parking management in conjunction with site-wide Parking Strategy; Ŷ On demand personalised Travel Planning at the household level; Ŷ On demand free bus “taster” tickets or season ticket subsidy; Ŷ Discounts or vouchers for cycles and equipment; Ŷ Measures to support local safe routes to school initiatives e.g. walking bus; Ŷ Set up and manage a Travel Plan steering group involving new residents and the local community; Ŷ Internet based car share scheme; Ŷ A website with local community and travel information.

3.7 Summary 3.7.1 A key aim will be to try and encourage a shift away from travel by private car relative to existing travel behaviour through the provision of new improved and high quality alternatives and better public transport services. To this end the central focus point for the development will be integrated public transport services providing high quality rail bus services linking the site with the local population and employment centres at Hatfield, Welwyn Garden City and Potters Bar, as well as public transport interchanges in both towns such as the railway stations. 3.7.2 The transport strategy set out focuses on a hierarchy of transport modes that promote sustainable travel by walking, cycling and public transport. Walking and cycling will be focused within and between the site and the surrounding area, and public transport will be focused between the site and the surrounding area. 3.7.3 A key feature of the site is it’s close proximity to Welham Green Railway Station which is located just south of the site boundary immediately adjacent to the railway line and the station, and accessible via the railway bridge on Dixons Hill Road. Due to this close proximity there is significant potential to encourage the rail use for users of the site, being within a 5 minute walk or cycle from the site.

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3.7.4 It is recognised that both residents and employees will use the car to reach the surrounding area that cannot be reached by walking, cycling or using public transport, and as such a vehicle access strategy will be considered, along with local highway measures to improve safety and encourage walking and cycling, within and between the site and the surrounding area.

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4 Traffic Impact and Mitigation

4.1 Trip Generation 4.1.1 In order to assess the potential impact of the proposed development a development comprising about 25,000 square metres B1(a) and B1(b) employment use and 120 dwellings has been considered. The initial trip generation for the development has been calculated using trip rates estimates obtained from the industry standard Trip Rate Information (TRICS) 2014 v7.1.2 database. These trip rates estimates have been used to gauge baseline levels of trip generation and would be refined further within a TA to accompany a planning application for development on the site in due course.

4.2 Residential Trip Generation 4.2.1 Using the TRICS database the following residential vehicular trip rates have been identified for the AM and PM peak hours for both the arrivals and departures for the purposes of the initial assessment and these are shown in Table 4.1 below. Table 4.1: Residential Vehicular Trip Rates per dwelling Weekday Trip Direction AM Peak Hour 08:00 – PM Peak Hour 17:00 – 09:00 18:00 Arrivals 0.127 0.354

Departures 0.378 0.212 Two-Way 0.505 0.566 Source: TRICS v7.1.2 Database 4.2.2 These residential vehicular trip rates were then applied to the 120 dwellings associated with the proposed development site in order to determine the total vehicular trips generated during the AM and PM peak hours for both arrivals and departures, and these are summarised in Table 4.2 below. Table 4.2: Predicted Residential Vehicular Trips (120 dwellings) Weekday Trip Direction AM Peak Hour 08:00 – PM Peak Hour 17:00 – 09:00 18:00 Arrivals 15 42 Departures 45 25 Two-Way 61 68 Source: TRICS v7.1.2 Database 4.2.3 The full TRICS database outputs are provided in Appendix E. 4.2.4 The predicted residential vehicular trips are part of the initial analysis that has been undertaken and it should be noted that further analysis will need to be undertaken in relation to this vehicular trips later on in the project.

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4.3 Employment Trip Generation 4.3.1 Using the TRICS database the following employment vehicular trip rates have been identified for the AM and PM peak hours for both the arrivals and departures for the purposes of the initial assessment and these are shown in Table 4.3 below. Table 4.3: Employment Vehicular Trip Rates per 100sqm Weekday Trip Direction AM Peak Hour 08:00 – PM Peak Hour 17:00 – 09:00 18:00 Arrivals 1.381 0.151 Departures 0.210 1.090 Two-Way 1.591 1.241 Source: TRICS v7.1.2 Database 4.3.2 These employment trip rates were then applied to the 25,000 square metres B1(a) and B1(b) employment use associated with the proposed development site in order to determine the total vehicular trips generated during the AM and PM peak hours for both arrivals and departures, and these are summarised in Table 4.4 below. Table 4.4: Predicted Employment Vehicular Trips (25,000sqm) Weekday Trip Direction AM Peak Hour 08:00 – PM Peak Hour 17:00 – 09:00 18:00 Arrivals 345 38 Departures 53 273 Two-Way 398 310 Source: TRICS v7.1.2 Database 4.3.3 The full TRICS database outputs are provided in Appendix E. 4.3.4 The predicted residential vehicular trips are part of the initial analysis that has been undertaken and it should be noted that further analysis will need to be undertaken in relation to this vehicular trips later on in the project.

4.4 Total Trip Generation 4.4.1 The total vehicular trip generation during the AM and PM peak hours for both the arrivals and departures for the residential and employment land uses associated with the development site are summarised in Table 4.5 below. Table 4.5 Predicted Vehicular Trips by Land Use AM Peak Hour 08:00 – 09:00 PM Peak Hour 17:00 – 18:00 Arrivals Departures Two-Way Arrivals Departures Two-Way Residential 15 45 61 42 25 68 Employment 345 53 398 38 273 310 Total 360 98 458 80 298 378

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4.4.2 The full TRICS database outputs are provided in Appendix E. 4.4.3 Due to the mix of residential and employment land uses associated with the development site there should be a balance in the number of trips generated in the AM and PM peak hours which is likely to reduce the impact of the proposed development site, and that the development trips will be spread more evenly throughout the day.

4.5 Trip Distribution 4.5.1 In order to determine the distribution of the proposed development trips Origin and Destination Journey to Work data was obtained from the 2011 Census Data for workers of Welwyn and Hatfield which has been based on the Medium-Layer Super Output Area (MSOA) Welwyn and Hatfield 014 (E02004993). The distribution of existing work locations for workers of Welwyn and Hatfield is summarised in Table 4.6 below.

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Table 4.6: Distribution of Journeys to Work – Welwyn and Hatfield Workers Work Destination Locations Welwyn and Hatfield Workers London 12.3% Welwyn Garden City 10.5% Hatfield 10.2% St Albans 9.0% 7.6% Stevenage 6.0% 5.7% 4.6% Central Bedfordshire 4.6% Welham Green 4.6% Broxbourne 4.4% South East 3.6% Essex 3.5% 2.6% Luton 2.5% East of Hatfield 1.9% Welwyn 1.3% East Midlands 1.2% 1.2% Cambridgeshire 1.1% Three Rivers 0.9% South West 0.5% Total 100% Source: 2011 Census Data (February 2015)

4.5.2 The above distribution indicates that Welwyn and Hatfield is the main work location for workers of Welwyn and Hatfield with about 20.7% of residents living in Welwyn and Hatfield commuting to Welwyn and Hatfield. It also indicates there are strong commuting links with London with about 12.3% of commuters living in Welwyn and Hatfield commuting to London, as well as St Albans with 9.0% of workers in Welwyn and Hatfield commuting to St Albans. 4.5.3 The above analysis indicates that 29.7% of all journeys to work for workers living in Welwyn and Hatfield are either between Hatfield, Welwyn Garden City and St Albans, with the majority of journeys being between Welwyn Garden City and Hatfield indicating that the distribution will generally be onto the local highway network, and this is where the biggest impact will be encountered, as described in Section 4.5, with the impact being local rather than on a more wider strategic level.

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4.6 Trip Assignment 4.6.1 The work locations for residents living and working in Welwyn and Hatfield have been analysed in order to inform the assignment of the residential vehicular trips onto the local highway network. The resulting assignments of residential vehicular trips are shown in Table 4.7 below. Table 4.7: Assignment of Journeys to Work – Welwyn and Hatfield Workers Work Assignment Routes Welwyn and Hatfield Workers A1(M) North 16% A1(M) South 11% A1000 North 21%

A1000 South 10% A1057 West 4% A414 West 13%

Dixons Hill Road / Tollgate Road / Coursers Road 12% Dixons Hill Road South West 9% Westfield 2%

Wildhill Road 2% Total 100%

4.6.2 Trip assignment at this stage has been undertaken using route planning tools, but it will need to be investigated in more detail as part of a TA to accompany a planning application for development on the site in due course, with trip assignment being agreed with highway officers at HCC as this stage.

4.7 Local Highway Impact 4.7.1 As previously mentioned the distribution of trips will generally be onto the local highway network, and this is where the biggest impact will be encountered. Trip assignment indicates that within the local highway network there will be increased demand for travel primarily along the A1000 Great North Road and Dixons Hill Road. 4.7.2 The impact of the increased demand for travel along these routes will need to be mitigated as part of the proposed development. The following options have been identified as possible mitigation measures that could be implemented: Ŷ A1000 Great North Road / Dixons Hill Road – The capacity at this junction will need to be increased, and access to the roundabout improved, in order to deal with the increased demand for travel along the A1000 Great North Road / Dixons Hill Road. There is sufficient space to allow for improvements to be made at this junction to increase capacity and improve access onto the roundabout; and Ŷ A1000 Great North Road / Dixons Hill Road – Measures to improve safety and visibility at the junction in order to take account of the increased demand for travel; 4.7.3 The above measures will form combination of physical enhancements and changes in appearance and status of roads and junctions involved, encourage the use by walking and cycling modes of travel and improve safety, and will be compatible with bus

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access, provide environmental enhancement and protection to the current character of the routes, and complement the traffic distribution previously set out ensuring that the development has an adequate and appropriate means of access to the highway network. 4.7.4 Each measure will need to be investigated further and detailed design input. Given land ownership patterns within the area it is presently believed that improvements can be delivered within either the highway boundary or land owned / under the control of Gasgoyne Cecil Estates.

4.8 Summary 4.8.1 The initial trip generation for the development was calculated using trip rates, and these were used to gauge baseline levels of trip generation and would be refined further within a TA to accompany a planning application for development on the site in due course. 4.8.2 In order to determine the distribution of the proposed development trips Origin and Destination Journey to Work data was obtained from the 2011 Census Data for workers of Welwyn and Hatfield, and the distribution indicated that Welwyn and Hatfield is the main work location for workers of Welwyn and Hatfield with about 21% of commuters living in Welwyn and Hatfield commuting to Hatfield and Welwyn Garden City. It also indicates there are strong commuting links with London with about 12% of commuters living in Welwyn and Hatfield commuting to London, as well as St Albans with about 9% of workers in Welwyn and Hatfield commuting to St Albans. 4.8.3 Trip assignment indicates that within the local highway network there will be increased demand for travel primarily along the A1000 Great North Road and Dixons Hill Road. 4.8.4 The impact of the increased demand for travel along these routes will be mitigated as part of the proposed development, with a number of measures being considered at the junction of the A1000 Great North Road / Dixons Hill Road and on the A1000 Great North Road / Dixons Hill Road.

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5 Sewerage and Wastewater Treatment

5.1 Existing Sewers 5.1.1 Thames Water (TWU) own, maintain and operate the public foul water sewer network in the vicinity of the proposed development site. 5.1.2 The following existing public foul water sewers are either located within the site boundary or adjacent to the site: Ŷ In the Northern section of the Site, there is a 150mm diameter sewer that is located to the rear of the existing residential properties off the Great North Road. This sewer flows in a southerly direction starting at the property known as “Cravenia” and to the south of the property known as “Marshmoor” there is a manhole (Ref 6001) at which this sewer meets a second section of 150mm diameter sewer that originates from the south Ŷ The southern section of 150mm diameter sewer starts at Rookery Cottages and flows in a northerly direction across Dixons Hall Road and continues along the Eastern boundary of the Proposed Site before meeting the sewer from the north in the vicinity of “Marshmoor” at manhole 6001 as previously described. Ŷ At manhole 6001 the two 150mm diameter sewers combine and then flow in a westerly direction before discharging into a Pumping Station, which is accessed off Marshmoor Crescent. There is a 100mm diameter rising main, which then emanates from the pumping station that pumps in a westerly direction towards the rail line that bounds the western side of the Proposed Development Site. Ŷ The discharge point of the rising main is not clear from the TWU record plans, however it is envisaged that a connection is made to an existing 300mm diameter sewer that is located within Travellers Lane on the western side of the rail line. Ŷ There is a sewer in Travellers lane that runs in a southerly direction, this sewer starts as a 225mm diameter and increases in size to 300mm diameter to the north of Welham Green Station. To the south of the Travellers Lane junction with Dixons Hill Road the sewer increases in size again to 375mm diameter. 5.1.3 This area of Hatfield/Welham Green is within the catchment area of the Blackbirds and Maple Lodge Waste Water Treatment Works, which are located to the west of Radlett and the south of Rickmansworth respectively. It is envisaged that existing drainage from the site ultimately discharges to either one of these treatment facilities.

5.2 Protection/Diversion of Existing Sewers 5.2.1 As previously indicated there are existing 150mm diameter sewers located within the Site boundary that serve the existing Residential properties off the Great North Road. From inspection of the indicative masterplan it appears that the sewer in the northern section of the site would clash with the development proposals. 5.2.2 The new sewer system to be provided for the development will therefore also need to cater for the flows from the existing properties that are to be retained. 5.2.3 From the indicative proposals it appears that the existing sewer in the southern section of the site that serves Rookery Cottages will be unaffected by development proposals with the exception of proposed landscaping. Therefore any landscaping in this area will have to adhere to TWU’s easement requirements for existing sewers.

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5.3 Proposed Foul Water Drainage Discharge 5.3.1 It is understood that Development proposals could typically comprise up to 120 Residential Units and 25,100 m2 of office land use. 5.3.2 On the basis of the following calculation a peak foul water discharge from the proposed development site of 19.88 l/s has been calculated: Table 5.1: Calculation of Peak Foul Water Discharge Land Use No. of Area *DWF* (l/S) **Peak Flow Rate* Units (m2) (l/s) Residential 120 - 0.83 5.5 B1(A) Offices/ B1 - 25,100 2.18 14.38 (b) R&D Total Peak Flow Rate l/s 19.88

5.3.3 The above estimated Peak Flow rates are based on the following: Ŷ *Dry Weather Flow (DWF): Ŷ General Housing = 600l/s/day per property Ŷ Offices = 750 l/s/day per 100m2 Ŷ **Peak Flow = 6DWF+10%

5.4 Proposed Foul Water Drainage Strategy 5.4.1 A pre-development enquiry application has been submitted to TWU on the basis of the development proposal listed above. 5.4.2 A response is currently awaited from TWU, which should identify the most suitable point of connection to the existing public sewer system and also outline if any reinforcement of the existing sewers / pumping station will be required as a result of the proposed development. 5.4.3 In a worst case scenario TWU may ask for a flow impact study to be undertaken whereby flow monitors are placed at strategic points within the sewer network to quantify the existing flow in the sewer system and better inform TWU’s response regarding the impact that the proposed development will have on the existing sewer system. 5.4.4 On the basis of the existing site topography and the location of the existing public sewers, the following foul water drainage strategy proposals are the most efficient method of foul water disposal for the proposed development and will be further investigated with TWU: 5.4.5 Existing Topography Ŷ The southern section of the site generally falls from east to west with an existing level of approximately 90m AOD at the A1000/Dixons Hill Road Roundabout and a level of 86.5m AOD adjacent to Marshmoor Lane along the western boundary of the Site. Ŷ The section of the site to the north of the existing Marshmoor Crescent Residential properties initially also falls in an east to west direction with a level of 93m AOD adjacent to the A1000 falling to a level of 89m AOD adjacent to Marshmoor Lane

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Ŷ The most northerly section of the site is relatively flat but does falls in a northerly direction to the lowest level of 90m AOD at the northern limit of the Proposed Development. 5.4.6 Connection to Existing Sewers Ŷ From inspection of the TWU Sewer record drawings it appears that the existing foul water sewers within the proposed development site, discharge to a pumping station which is accessed off Marshmoor Crescent. From the record drawings it is unclear where the rising main from this pumping station discharges to but it is envisaged that it crosses beneath the Rail Line on western boundary of the site to connect to the existing sewer in Travellers Lane. Ŷ It is proposed that the foul water drainage system for the proposed development site should mimic the existing situation and if possible utilise the existing rising main connection beneath the Rail Line to avoid having to make a new connection. On this basis it is likely that the existing pumping station will need to be upgraded to cater for the increased discharges from the development proposals. Ŷ If it is not possible to utilise the existing rising main then a new rising main connection beneath the rail line will need to be made.

5.5 Capacity at the Existing Waste Water Treatment Works 5.5.1 Details of the existing capacity at the Waste Water Treatment Works that serve the Welwyn and Hatfield area are outlined in the Welwyn Hatfield Borough Council (WHBC) Water Cycle Study dated the 23 April 2010 5.5.2 The report makes the following key points regarding the Blackbirds and Maple Lodge Waste Water Treatment Works (WWTW): Ŷ With regards to the Blackbirds WWTW, flows from the settlements to the north east are conveyed by a trunk sewer running parallel to the River Colne towards Maple Lodge WwTW. At a pumping station to the southeast of Bricket Wood approximately 17% of the wastewater from this trunk sewer is diverted and pumped to the Blackbirds WwTW for treatment, and subsequent discharge to the River Colne. The remaining flow continues through the trunk sewer network for treatment at Maple Lodge WwTW, and subsequent discharge to the Grand Union Canal (GUC). Ŷ Blackbirds WwTW – the WWTW could potentially accommodate higher flows by fully utilising existing capacity, however it already has a tight ammonia consent (1.4 mg/l); Ŷ Maple Lodge WWTW– current flows are approaching the current process and hydraulic capacity at the WWTW. Creation of additional capacity would require the construction of new assets, which would require changing the layout of the existing site. This is further complicated by the fact that north of the site is at a high risk of flooding. In addition, TWU are responsible for maintaining the level of the GUC where the WwTW discharges, and there are current water quality and quantity concerns. TWU are investigating diverting additional flows to Blackbirds WWTW in the future; Ŷ Should additional flow be diverted to Blackbirds WWTW from the Maple Lodge catchment following an investigation by TWU, then it is likely that Blackbirds WWTW will also require an increased DWF consent. It is estimated that the diversion of existing and new flows could be increased from 17% to approximately 22% before the total DWF would breach the existing theoretical DWF consent, although this may require TWU to upgrade the pumped section of the network.

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5.6 Future Work to Confirm the Foul Water Disposal Strategy for the Proposed Development. 5.6.1 The extent of future work to confirm the foul water disposal strategy for the proposed development site will be dependent on the conclusions in TWU’s response to the submitted pre-development enquiry application. 5.6.2 The TWU response should outline the most suitable connection point to their existing sewer network; any reinforcement of the existing sewer system required as a result of the development proposals and if there is sufficient capacity ultimately at the Waste Water Treatment Works. 5.6.3 As previously outlined, TWU may initially require a flow impact study to be undertaken on the existing public sewer system before they are able to confirm the impact that will result from the proposed development. 5.6.4 The Proposed foul water drainage strategy outlined above should be developed in detail based on the developing masterplan and in consultation with TWU. 5.6.5 The capacity of the existing Pumping Station on the site and it associated Rising main should be investigated and if it transpires that a new Rising Main crossing of the Rail Line is required discussions with Network Rail should be undertaken as early as possible to understand how this crossing can be facilitated.

5.7 Summary 5.7.1 There are existing public sewers within the site, which subject to confirmation by TWU can provide an outfall connection for the foul water discharge from the site. 5.7.2 The proposed foul water drainage system for the development would essentially provide an upgrade on the existing sewer system that exists within the site and would mimic the current arrangement of a pumped connection beneath the existing Rail line along the western boundary of the site, which then connects into an existing sewer in Travellers Lane on the western side of the Rail Line 5.7.3 A pre-development enquiry application has been submitted to TWU to identify the capacity of the existing public sewers and to identify if any upgrading works will be required to cater for the additional flows resulting from the development. This is particularly relevant to the existing pumping station within the site and the receiving sewer in Travellers lane. 5.7.4 The Site is located within the catchment area of the Blackbirds (West of Radlett) and Maple Lodge (south of Rickmansworth) Waste Water Treatment Works. Confirmation is awaited from TWU with regard to the capacity at these works to be able to cater for the proposed development.

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6 Flood Risk and Drainage

6.1 Introduction 6.1.1 This section is a summary of the considerations related to flood risk and surface water drainage for the site at Marshmoor located to the southeast of Hatfield and adjacent to the Travellers Lane Industrial Site.

6.2 Existing Hydrology and Hydrogeology 6.2.1 The site is roughly rectangular in shape and formed in three sections.

Ŷ The northern section (6.2Ha) is bounded to the north by A1000 Great North Road and accessed from the south via Marshmoor Lane. It is bounded to the west by the railway line. Ŷ The central section (4.0 Ha) is located within the site between the retained properties and the northern section. Ŷ The southern section is roughly 3.8 Ha is size and located between Marshmoor Lane and A1000 Great North Road and bounded to the south by Dixons Hill Road.

6.2.2 WSP has obtained and reviewed the LiDAR data for the site. The northern section of the site falls in a northerly direction towards an existing ditch/ watercourse which flows through the site and then further north. The highest point within the northern section of the site is around 90.5m AOD at the southern edge of this section, with lower areas at approximately 88.5m AOD at the northern edge of this section. The central section of the site roughly falls in a southerly direction towards Marshmoor Lane. The highest point of this section is at the northern edge at around 90.5m AOD, with the lower point at approximately 88m AOD further south. The southern section of the site falls in an east west direction towards an existing ditch/ watercourse which passes through the site. The existing catchment plan is provided in Appendix F.

6.3 Watercourses 6.3.1 Reference to available mapping shows no Environment Agency Main River within or adjacent to the site. The nearest Main River is the River Colne located 1.8km to the south of Welham Green railway station which is located south of the site. 6.3.2 WSP’s recent site visit has identified a number of minor watercourses to the north of the northern parcel which combine and flow to the north (towards the eastern parts of Hatfield). These will be classed Ordinary Watercourses and fall within the responsibility of Hertfordshire County Council as Lead Local Flood Authority (LLFA). 6.3.3 There is an existing watercourse/ ditch located within the northern section of the site. It is thought that this ditch conveys runoff from fields further north to a drainage system flowing towards Hatfield. This ditch flows to an existing headwall located within the site where it is thought to run underneath Great North Road via a culvert. The ditch located within the southern boundary is thought to convey runoff from fields to the north flowing in a southerly direction towards the southern edge of the site where it is thought to be culverted and runs underneath Dixons Hill Road. It is recommended that both these drainage networks are further surveyed to confirm location, condition and connectivity and that the masterplan is designed around these ditches to avoid causing/ increasing

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flood risk upstream and downstream of the site.

6.4 Drainage 6.4.1 WSP has obtained TWU sewer records for the area. The records show existing foul water sewer within and around the site (Refer to the Sewerage and Wastewater Section for further details on existing foul water sewers within and around the site). 6.4.2 A review of the records does not indicate any public surface water sewers within the site. The records show an existing 225mm diameter public surface water sewer within Travellers Lane to the west of the site. This sewer runs in a southerly direction towards Dixons Hill Road where it connects to an existing 1350mm surface water sewer which flows further south. 6.4.3 A Review of the OS Mapping together with WSP site visit undertaken in February 2015, indicate the presence of existing ponds/ depression area in the south of the site.

6.5 Ground Conditions 6.5.1 Reference to the geological mapping shows that the site is underlain by the Lowestoft Formation (a mix of soil types from sand and gravels to clays and silts) over the Lambeth group of clays, silts and sands. The northern most section of the north site is indicated as Lowestoft Formation over Seaford Chalk. 6.5.2 This combination of soils suggests that infiltration for this site will be limited but some areas of infiltration may be possible in areas to the north of the northern site. Site investigation is recommended to confirm permeability. Site investigation is recommended to confirm permeability of the soil strata as infiltration techniques might be an appropriate method of disposing surface water runoff generated from some parts of the proposed development. 6.5.3 EA mapping shows the site to be located outside a Source Protection Zone and outside any aquifer designations.

6.6 Flood Risk 6.6.1 The following flood risk review is based on the criteria set out in NPPF and its accompanying Planning Practice Guidance and BS 8533 2011 - assessing and managing flood risk in development - code of practice. 6.6.2 Rivers and Sea Ŷ Reference to the EA published mapping shows that the site is in a low flood risk area (Flood Zone 1) having a less than 1 in 1,000 annual chance of flooding from river sources 6.6.3 Groundwater Ŷ No specific groundwater flood risk has been identified. However, due to the presence of a number of minor watercourses and the characteristics of the superficial soils. Some perched groundwater may be present. This will only be significant if large below ground structures are proposed. 6.6.4 Pluvial (overland surface water) Flood Risk Ŷ Reference to the EA mapping suggests that the network of minor watercourses develop pathways for overland surface water.

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Ŷ For the southern site, the boundaries formed by the railway, roads and watercourse junction with the minor watercourse crossing this site, show a potential risk to the western portion of this parcel. This is likely due to the impoundment of waters upstream of a culvert beneath Dixons Hill Road to the south. 6.6.5 Drainage Ŷ As with the overland risk, it is likely that the western portion of the southern parcel is at some risk from drainage blockage (culvert beneath Dixons Hill Road to the south). The extent will be similar to that shown on the EA surface water flood mapping. 6.6.6 Artificial Sources (reservoirs, canals etc) Ŷ From a review of the EA data on flood risk from reservoirs it would appear that the site is at low risk from artificial sources.

6.7 Planning Issues 6.7.1 Environment Agency Ŷ Due to the overall size of the development, although not identified as at direct fluvial flood risk, NPPF and operating guidance will require a formal FRA to be submitted for any planning application.

6.8 Design Considerations 6.8.1 Appropriate Level of Treatment Ŷ The following is derived from the draft National SuDS Standards guidance (which in turn expands on CIRIA C697 and BS 8582 guidance). Table 1 below is based on the draft guidance. Ŷ For the Marshmoor development, the proposed development will consist of B1a office, B1b R&D, C3 residential uses. These would present both “Low” and “Medium” levels of Hazard. There are no proposed uses that would fall within the “high” Hazard category. Ŷ The receiving water bodies (minor watercourses) represents a “Normal Surface Water” as defined by the guidance (see table below). It is not believed at this stage that any of the watercourses are ecologically, biologically or chemically sensitive. Ŷ As a result, the guidance recommends: Ŷ One level of treatment for roof drainage; and Ŷ Three levels of treatment for Residential, Amenity, Commercial, Industrial uses includes car parking and roads.

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Table 6.1: Minimum Number of Treatment Stages – National Standards Receiving Body Level of Hazard (Table C1 of National Standards) Description Low Medium High

(Tables C2 and C3 of National Roof Drainage Residential, Storage and handling Standards) Amenity, areas (chemicals, Commercial, waste etc) Industrial uses Lorry and coach includes car parking parking and roads G1 – Source Protection Zone I, 1 3 Consult EA within 50m of a well, spring or borehole supplying potable water G2 – into or adjacent to sensitive 1 3 Consult EA receptor (BAP, SSSI etc) G3 - Source Protection Zone II 1 3 Consult EA and III or Principal Aquifer

G4 – Secondary Aquifer 1 2 Consult EA G5 – Unproductive strata 1 2 Consult EA Normal Surface Water 0 2 Consult EA Sensitive Surface Water 1 3 Consult EA 0 1 Consult EA / Water Surface Water Sewer or Drain Authority 0 1 Consult EA / Water Combined Sewer Authority Foul sewer or drain No discharge permitted

6.8.2 Attenuation Ŷ The estimated storage for site has been calculated using the WINDES software based upon the proposed site characteristics and the Qbar Greenfield runoff rates to give a conservative design at this stage. The estimated attenuation volumes required for all events including the critical 1 in 100 year plus 30% climate change are provided below. An assumed development density of 50% of the total site area, the following calculated surface water storage requirements have been identified. Ŷ Northern Site Ŷ Limiting Discharge Rate: 20.3 l/sec Ŷ Impermeable Area: 3.1 Ha Ŷ Calculated Volume: 2,300m3 Ŷ Central Site Ŷ Limiting Discharge Rate: 13.1 l/sec Ŷ Impermeable Area: 2.0 Ha Ŷ Calculated Volume: 1,500m3 Ŷ Southern Site Ŷ Limiting Discharge Rate: 12.2 l/sec

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Ŷ Impermeable Area: 1.9 Ha Ŷ Calculated Volume: 1,400m3 Ŷ A pre-development enquiry has been submitted to TWU to determine possible surface water outfall locations to the existing public sewers. The pre-development enquiry will also determine if the existing public network has capacity to accommodate the proposed discharge rates from the development. A response is currently awaited from TWU, which should identify the most suitable point of connection to the existing public sewer system and also outline if any reinforcement of the existing sewers will be required as a result of the proposed development. Ŷ The proposed surface water drainage strategy (including discharge points to existing public sewers) for the development will therefore dependent on the TWU‘s pre-development enquiry response. Response awaited from TWU. 6.8.3 Site Specific Solution Ŷ The following recommended design data has been taken from schematic drawings, available OS mapping and plans. Detailed proposes have yet to be developed. Ŷ However, the following design principles are based on the Concept Masterplan. All SuDS features are to be designed in accordance with CIRIA document C697 “The SuDS Manual” and the forthcoming SuDS National Standards. 6.8.4 Northern and Central Areas Ŷ For the northern site a combination of strategic swales and conveyance features will collect and direct flows north towards a main attenuation feature prior to discharge at controlled rates into the local watercourses. These features will also collect and convey flows from Zones B and C northward to the main attenuation features. Ŷ The swale features are to be typically a dry swale with a connecting underdrain to allow crossing of the swale and continuity of the flows. The swale is to follow the route of the internal roads and pedestrian links. Typical examples are shown in the photos below.

Photo 1 – High Capacity Swale Photo 2 – Roadside Swale

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6.8.5 Planting Ŷ The swales can provide not only conveyance between development and the attenuation features but also a degree of attenuation, thus reducing the basin volume requirements. Ŷ The Paved areas within the development could also incorporate permeable paving. Although soil information indicates limited potential to dispose of runoff to ground, permeable paving could store runoff and discharge via the swale at a lower rate than solid surfaces.

Photo 3 – Example of Permeable Paving in car parking area

Ŷ Flows from these features will be conveyed north to the proposed attenuation basins. The basins would generally be dry features approximately 1m in depth. Below are a couple of examples of the sort of feature that could be used.

Photo 4 – Dry detention basin within residential area

Ŷ Flow off-site to the existing watercourses will be controlled to existing “greenfield” discharge rates with attenuation provided to store the runoff from events up to and

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including the 1 in 100 year plus 30% climate change events. This is in accordance with CIRIA C697, the draft SuDS National Standards and NPPF Planning Practice Guidance. 6.8.6 Southern Area Ŷ For the southern site, a combination of permeable paving, swales and conveyance features will collect and direct flows north towards a main attenuation features. Ŷ In this case some culverting is likely to the existing watercourse through the site and this will need to be incorporated into the drainage design. This also offers the opportunity to control flows at a number of locations to enhance the scheme and utilise the natural topography of the site. Ŷ All of the above features offer the ability to provide 3 stages of water quality treatment as well as control runoff to existing low flow rates. Ŷ It is also worth noting that by controlling the flows to the Qbar greenfield rate this offers greater protection to off-site areas by controlling all runoff events above this frequency.

6.9 Management 6.9.1 Proposed Management Teams Ŷ Highways areas within the development will be controlled and managed by Hertfordshire Council Highways Department. Ŷ Surface water drainage up to the inlets to the retention basin is likely to be privately maintained for much of this site (in particular the industrial areas). For residential parts of the development surface water drainage up to the inlets to the retention basin is likely to be adopted under TWU agreements with the basins privately maintained. Where the degree of upstream SuDS includes surface features such as swales and permeable paving, a separate management regime may be required as HCC are currently not adopting many of these type of features 6.9.2 Management Processes Ŷ Management procedures will be developed in accordance with the guidance contained in CIRIA C697 “The SuDS Manual” and CIRIA C625 “Model agreements for sustainable water management systems”.

6.10 Summary 6.10.1 The EA Flood Zone Mapping identifies the site at low risk of fluvial flooding and is considered to be in Flood Zone 1, having a less than 1 in 1,000 (low risk) annual chance of flooding from rivers sources. 6.10.2 SuDS will be implemented throughout the development in order to provide source control and attenuation of surface waters whilst also providing water quality and bio diversity enhancement; 6.10.3 A pre-development enquiry application has been submitted to TWU to identify the capacity of the existing public sewers and to identify if any upgrading works will be required to cater for the additional flows resulting from the development. Response awaited from TWU. 6.10.4 Surface water runoff will be attenuated on-site for events up to and including the critical 1 in 100 year storm rainfall event with a 30% allowance for climate change and released off-site into the existing public sewers (subject to TWU’s pre-development

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enquiry response) and into existing ditches at existing Greenfield runoff rates; 6.10.5 To ensure the effectiveness of the proposals a maintenance regime will be in place to ensure the future performance of the all SuDS and drainage devices;

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7 Utilities

7.1 Existing Utility Services 7.1.1 The existing networks serving the area are owned and operated by: Ŷ Electricity - UK Power Networks (UKPN) Ŷ Gas – National Grid Gas (NGG) Ŷ Potable Water – Affinity Water Ŷ Telecommunications / Data – Colt Technology Services Ŷ Mobile Phone Masts – OFCOM

7.1.2 Asset records have been obtained from the incumbent utility providers for the area and a summary of their existing infrastructure within and adjacent to the site is detailed below. 7.1.3 Formal responses are currently outstanding from the following utility companies: Ŷ BT Openreach; Ŷ KCOM Group; Ŷ McNicholas – TATA; Ŷ McNicholas – KPA; Ŷ SSE Pipelines; Ŷ Virgin Media; Ŷ Vodafone (Cable & Wireless); Ŷ Traffic Master; and Ŷ Vtesse

7.1.4 Electricity (UKPN): Ŷ On Site Ŷ There is an existing overhead line (OHL) which runs across the southern part of the site from northwest to south east. The voltage of the OHL is to be confirmed by UKPN, however it is either operating at 132kV or 33kV. Ŷ The OHL is currently shown as being retained within the latest masterplan, through the commercial area. Consideration will also need to be given in consultation with UKPN to any changes to the existing ground profiles for the development proposals and any potential impacts on UKPN’s ground clearances and access requirements, for vertical and horizontal clearances. Ŷ The OHL could be diverted and undergrounded at considerable cost and a route would need to be agreed between the developer and UKPN through the new access roads, or open space if appropriate. Ŷ No significant changes to ground profiles are presently envisaged.

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Ŷ Off Site Ŷ There are underground HV and LV cables within the existing roads, adjacent to the proposed development namely; Great North Road (A1000), Dixons Hill Road, Marshmoor Crescent and Marshmoor Lane. Ŷ Diversion and/or protections will be required to the electricity cables at the new access and roundabout locations on Marshmoor Lane and Great North Road (A1000). 7.1.5 Gas (NGG): Ŷ On Site Ŷ From a review of NGG’s asset records there is no gas infrastructure within the proposed development boundary. Ŷ Off Site Ŷ There are existing gas mains within the highways adjacent to the site in Dixons Hill Road and Great North Road (A10000), which is a 4” diameter LP main. There is also an existing 180mm diameter LP in Marshmoor Lane to the west of the site boundary. The existing gas mains may require diversion and/or protection at the proposed new access roads. 7.1.6 Potable Water (Affinity Water): Ŷ On Site Ŷ There is an existing watermain which crosses the northern part of the site from Great North Road to Marshmoor Lane. The diameter is currently unknown and will be confirmed with Affinity Water. The main is believed to be in the order of 200mm to 300mm in diameter. It is likely that the watermain will have an easement width in the order of 6m, 3m either side of the centre of the pipe (to be confirmed by Affinity Water). Ŷ Offsite Ŷ There is an existing 12” diameter watermain in Great North Road (A1000) and a dual main running along the A1000 (diameter unknown). Ŷ There are also watermains in Dixons Hill Road. Ŷ The above watermains will require either diversion and/or protection to accommodate the proposed new access roads. Ŷ Affinity Water’s asset plans do not show any watermain in Marshmoor Lane and Marshmoor Crescent and this will need to be confirmed with them. 7.1.7 Telecommunications: Ŷ Responses from the majority of the telecommunication providers, with the exception of Colt, are currently outstanding and their asset records will be reviewed upon receipt. 7.1.8 Colt Technology Services: Ŷ On Site Ŷ From a review of Colt’s asset records they do not have any infrastructure with the proposed development boundary. Ŷ Off Site Ŷ Underground cables run along the extent of Great North Road (A1000), within the eastern side. Diversions and/or protections will be required for the new access road and the south eastern proposed roundabout. The existing

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infrastructure may contain fibre optic cables and subject to formal confirmation from Colt. 7.1.9 Phone Masts: Ŷ On Site Ŷ There are 2no mobile phone masts close to the western boundary of the site. An O2 mast is sited to the north of the site and Vodafone mast towards the southern end, north of Dixons Hill Road. Ŷ Off Site Ŷ There is an Orange mast situated to the west of the site and the railway line. 7.1.10 Not Affected: Ŷ The following companies have advised that they are not affected by the proposed development, or have assets within the local area. Ŷ BSkyB Ŷ Cityfibre Ŷ Energetics Ŷ Fulcrum Pipelines Ŷ GTC Ŷ Instalcom Ŷ Linesearch.org Ŷ Plancast Ŷ Redcentric Ŷ SSE Pipelines Ŷ Verizon

7.2 New Supplies 7.2.1 WSP have produced estimated utility demand calculations (electricity, gas and potable water) for the proposed development, based on the current development quantum provided by the client. A summary of the estimated utility loadings are provided within the table below. 7.2.2 This information has been used as the basis for the formal enquiries submitted to the incumbent utility providers, to allow them identity local capacity availability to supply the proposed development and likely points of connection.

Peak Peak Annual Potable No. Development Area Electrical Gas Gas water Land Use of Fire Fighting Requirements (l/s) Zone (m2) Load Load Load flow Units (kW) (kW) (kWh) (l/s)

8.00 Fire Fighting requirements Residential 120 205 1,025 1,475,455 2.00 - TBC for 35.00 development. Marshmoor B1(a) 25,100 20.00 Offices/ 2,500 2,670 3,374,035 8.25 – Figures provided for B1(b) R&D 50.00 guidance only.

SITE WIDE 2,705 3,695 4,849,490 10.25 TOTAL

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7.2.3 Electricity (UKPN): Ŷ The Distribution Networks Operator (DNO) for this area is UKPN. Ŷ An application has recently been submitted to UKPN to confirm local capacity availability and the point of connection and a response is currently outstanding. Ŷ We advise that a connection onto the local high voltage (HV) network maybe available, for some of the initial phasing build out, subject to confirmation from UKPN. However, we anticipate that UKPN will advise that there is a lack of local capacity and offsite reinforcement will be required to supply to the total development quantum. The offsite works would likely consist of the extension of 11kV, HV underground cable into the area from UKPN’s nearest Primary Substation, which from a review of UKPN’s asset data is Chantry Lane Primary 11kV, situated approximately 2km to the northwest of the site. Ŷ The 11kV, HV cables would then be extended into the proposed development. On site distribution would be via a number of onsite substations, each requiring a footprint of 4m x 4m and interconnecting HV and low voltage (LV) underground cables.

7.2.4 National Grid Gas (NGG): Ŷ The local gas network operator for this area is NGG. Ŷ An application has recently been submitted to NGG to confirm local capacity availability and the point of connection and a response is currently outstanding. NGG have provided a Network Enquiry Number: 180002638. Ŷ Based on a review of the asset records, the nearest gas main is situated within south of the site in Dixons Hill Road and is a 4” diameter LP main. There is also an existing 180mm diameter LP in Marshmoor Lane to the west of the site boundary. Ŷ We consider that it may be possible to supply the residential units from this main, however my not have sufficient capacity to supply the commercial areas. This is based on our experience from other similar sites and subject to NGG’s confirmation of capacity, via the application process ongoing. Ŷ An extension of an offsite medium pressure main may therefore be required to supply part of all of this site, which may also require the establishment of a pressure reducing station (PRS), requiring a footprint of up to 6m x 4m.

7.2.5 Affinity Water: Ŷ The local potable water network operator for this area is Affinity Water. Ŷ An application has recently been submitted to Affinity Water to confirm local capacity availability and the point of connection and a response is currently outstanding. Affinity Water have provided a pre-development enquiry number: NC45419. Affinity Water may need to undertake network modelling to confirm network capacity for the development and this will be advised from further discussions with the water company. Ŷ Based on a review of the asset records, the nearest watermain is situated within A1000, adjacent to the site and is a 12” diameter main, which may provide the connection point to supply the proposed development. However, this will be the subject of confirmation by Affinity Water who may also need to undertake network modelling to confirm spare capacity availability.

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Ŷ Should local network capacity not be availability supply the proposed development, then Affinity Water may need to reinforce their network, and/or extend a larger diameter main to the site. 7.2.6 Telecommunications: Ŷ BT Openreach are the main telecommunication providers within this area. Ŷ BT Broadband is currently available in this area, via Fibre to the Cabinet (FTTC). However, fibre to the premises (FTTP) is currently not available. Ŷ The nearest telephone exchange to the proposed development is known as Hatfield situated approximately 3.5km to the north of the site. Ŷ Colt assets are situated within Great North Road (A1000) and could be a telecommunications provider for the commercial area and offices.

7.3 Risks & Outstanding Information 7.3.1 The formal responses regarding new supplies from UKPN, NGG and Affinity Water are currently outstanding and these will be followed and reported once received. 7.3.2 Until such time that the responses are received there remains the risk that local network capacity is not available to serve the proposed development quantum, which may then require offsite reinforcement and/or extensions of offsite mains to the site, which can incur significant costs and potential time constraints to deliver the infrastructure to the development. 7.3.3 A number of the Telecommunication provider’s asset records for this area are currently outstanding and will be reviewed upon receipt. It is likely that telecommunication cables are present within the existing highways adjacent to the site and may require diversion and/or protection to facilitate the proposed new access roads. The presence of any telecommunication infrastructure within the proposed development area is unknown at present. 7.3.4 The BT Openreach (to be confirmed) and Colt assets may contain fibre optic cables, which they will only identify from a commissioned site survey. This will need to be considered for the proposed new accesses and roundabout to identify any potential need to rebuild chambers, boxes and divert and/or protect existing cables. 7.3.5 Some of the utility company asset records are of poor quality and we are in the process of seeking better quality information. This generally relates to watermain diameters and the rating of some of the UKPN’s cables indicated on their drawings. UKPN’s asset records also have missing sections which we are following up on. 7.3.6 Affinity Water’s asset plans also do not show any watermain in Marshmoor Lane and Marshmoor Crescent and this will need to be confirmed with them.

7.4 Summary 7.4.1 The main utility constraints to the proposed development is UKPN’s OHL (rating is currently unknown), which runs across the southern section of the site and Affinity Water’s watermain which runs across the northern boundary of the site, although this will not constrain development from taking place, and will be addressed through the masterplan. 7.4.2 The UKPN OHL has currently been accommodated within the proposed masterplan layout and within the commercial area. However, any changes to existing ground

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profiles impacting on existing ground clearances and access arrangements for the OHL will need to be agreed with UKPN, pre-planning application submission. No significant changes to ground profiles are presently envisaged. 7.4.3 The existing watermain is also shown within proposed open space/landscaping areas. However Affinity Water will not permit any tree planting within their easement, or any significant raising, or lowering of the ground profiles across their main, which will need to be considered as the masterplan evolves. 7.4.4 Consideration will need to be given to the 2no phone masts, situated on the western boundary. These currently sit within the proposed landscaping areas and access will need to be considered if they are to remain. 7.4.5 Localised underground utility diversions and/or protections (electricity, gas, potable water and telecommunications) will be required at the proposed new accesses and roundabout for the proposed development. 7.4.6 The site is well placed to be served by the local infrastructure, subject to the confirmation by the utility companies that local capacity is available for electricity, gas and potable water. However, present capacity is unknown and the outcome of network enquiries are awaited. Further upgrading of the network may be required. 7.4.7 The gas mains are also only low pressure within the area and therefore may need a level of reinforcement or extension from a MP main to supply the site.

Project:

Dated: 18/03/2015 44 Gascoyne Cecil Estates

8 Conclusions 8.1.1 This Infrastructure Report has been prepared by WSP for Gascoyne Cecil Estates, and considers access and transport matters along with sewerage and wastewater treatment, flood risk and drainage and utilities associated with potential employment and residential development on land at Marshmoor, in Welham Green to the south of Hatfield, Hertfordshire. 8.1.2 The report accompanies representations for the site to be allocated within Welwyn Hatfield Borough Council’s emerging Local Plan 2011-2031, which identifies an overall housing need of 12,500 new dwellings for the Borough in the Local Plan period. 8.1.3 The site is located approximately 2km south of Hatfield town centre within the settlement of Welham Green. The site is bounded by the A1000 Great North Road to the east and Marshmoor Lane with the East Coast Mainline to the west. To the north is the A1001 and to the south Dixons Hill Road 8.1.4 The location of the site and the above description of existing conditions indicate that the site has good accessibility by non-car modes to a number of local facilities. Both Hatfield and Potters Bar are within a reasonable cycling distance of the site, and a number of bus services pass close to the site. Fast and frequent rail services to London and Cambridge are also easily accessible from the site, which is located just south of the site boundary immediately adjacent to the railway line and the station. 8.1.5 A key element of the approach of the development is to focus on providing only appropriate sufficient capacity for the most sustainable transport scenarios and resulting off-site trips. The development itself would implement suitable improvements to walking, cycling and public transport infrastructure, as part of a transport strategy for the site. 8.1.6 A key feature of the site is it’s close proximity to Welham Green Railway Station which is located just south of the site boundary immediately adjacent to the railway line and the station, and accessible via the railway bridge on Dixons Hill Road. Due to this close proximity there is significant potential to encourage the rail use for users of the site, being within a 5 minute walk or cycle from the site. 8.1.7 Impacts and improvements that will be required to mitigate the impact of the development have been identified. Building on the technical work completed to date for each site, the key focus over the next 12 months will be to take a pro-active approach, working with the highway and planning authorities, local residents and key stakeholders to ensure that appropriate mitigation strategies are agreed in principle for the key GCE sites, and are based on a credible and technically robust evidence base. 8.1.8 By design, the development at Marshmoor will be highly permeable for pedestrians and cyclists. Connections to the adjoining settlements of Hatfield, Welwyn Garden City and Potters Bar will be extended, and frequent high quality bus services will also be provided to key destinations. 8.1.9 In terms of sewerage and wastewater treatment there are existing public sewers within the site, which subject to confirmation by TWU can provide an outfall connection for the foul water discharge from the site. The proposed foul water drainage system for the development would essentially provide an upgrade on the existing sewer system that exists within the site and would mimic the current arrangement of a pumped connection beneath the existing rail line along the western boundary of the site, which then connects into an existing sewer in Travellers Lane on the western side of the rail line.

Project: Dated: 18/03/2015 45 Gascoyne Cecil Estates

8.1.10 In terms of flood risk and drainage the EA Flood Zone Mapping identifies the site at low risk of fluvial flooding and is considered to be in Flood Zone 1, having a less than 1 in 1,000 (low risk) annual chance of flooding from rivers sources. SuDS will be implemented throughout the development in order to provide source control and attenuation of surface waters whilst also providing water quality and bio diversity enhancement. 8.1.11 In terms of utilities the main utility constraints to the proposed development is UKPN’s OHL (rating is currently unknown), which runs across the southern section of the site and Affinity Water’s watermain which runs across the northern boundary of the site, although this will not constrain development from taking place, and will be addressed through the masterplan. 8.1.12 The site is well placed to be served by the local infrastructure, subject to the confirmation by the utility companies that local capacity is available for electricity, gas and potable water. However, present capacity is unknown and the outcome of network enquiries are awaited. Further upgrading of the network may be required.

Project:

Dated: 18/03/2015 46 Gascoyne Cecil Estates

Figures

Project: Dated: 10/03/2015 Gascoyne Cecil Estates

Figure 1 – Site Location Plan

Project:

Dated: 10/03/2015 Gascoyne Cecil Estates File: Q:\WSP_UK\WSP_D\Cambridge\DP\JGC\GCE Welwyn Hatfield Estates\Marshmoor\Mapfiles\Red_Line_Boundary.mxd Drawn By: UKJXC082 Date Modified: 10/03/2015 oyih ad aaae ih 2015. right database and copyright Crown © data Survey Ordnance Contains 0 0.25 0.5 0.75 1 Kilometres I No: N E R U FIG : LE TIT atMarhmoor o o m rsh a M t a d n a L t Loc i Pl n la P n tio ca o L ite S ECT TLE L IT T T C JE O R P 12, 3 A @ 0 0 ,5 2 :1 1 F IG U R E 1 E R U IG F F IG U R E X E R U IG F

Figure 2 – Key Facilities Plan

Project: Dated: 10/03/2015 Gascoyne Cecil Estates File: Q:\WSP_UK\WSP_D\Cambridge\DP\JGC\GCE Welwyn Hatfield Estates\Marshmoor\Mapfiles\Key_Facilities_Plan.mxd Drawn By: UKJXC082 Date Modified: 10/03/2015 oyih ad aaae ih 2015. right database and copyright Crown © data Survey Ordnance Contains Key O C S ir ry Libra R IE M E R P P O T S E N O R E T T U C T S O C P -O O C A D S A I D L A ptician O ntist e D acy arm h P ractice P P G ary cond e S ary rim P tation S ay ilw a R ation Loc ite S 0 0.25 0.5 0.75 1 Kilometres I No: N E R U FIG : LE TIT atMarhmoor o o m rsh a M t a d n a L iii an la P s cilitie a F y e K ECT TLE L IT T T C JE O R P 12, 3 A @ 0 0 ,5 2 :1 1 F IG U R E 2 E R U IG F F IG U R E X E R U IG F

Figure 3 – Walking Accessibility Plot

Project:

Dated: 10/03/2015 Gascoyne Cecil Estates Key DateModified: ^_ S ite 0 - 5 Minutes 5 - 10 Minutes 10 - 15 Minutes Drawn By: Drawn 15 - 20 Minutes 20 - 25 Minutes

^_

TITLE:

WalkingPROJECT Accessibility TITLE

FIG U R E N o:

Figure 3 - Walking Accessibility Plot Contains Ordnance Survey data © Crown F IG U R E X copyright and database right 2015. 0 0.0750.15 0.3 0.45 0.6 Kilometres File:

Figure 4 – Cycling Accessibility Plot

Project: Dated: 10/03/2015 Gascoyne Cecil Estates Key DateModified: ^_ S ite 0 - 5 Minutes 5 - 10 Minutes 10 - 15 Minutes Drawn By: Drawn 15 - 20 Minutes 20 - 25 Minutes

^_

TITLE:

Cycling PROJECTAccessibility TITLE @ 12.0kh

FIG U R E N o:

Figure 4 - CyclingF IG U RAccessibility E X Plot Contains Ordnance Survey data © Crown 0 0.2 0.4 0.8 1.2 1.6 copyright and database right 2015. Kilometres File:

Figure 5 – Bus Route Plan

Project:

Dated: 10/03/2015 Gascoyne Cecil Estates File: Q:\WSP_UK\WSP_D\Cambridge\DP\JGC\GCE Welwyn Hatfield Estates\Marshmoor\Mapfiles\Bus_Plan.mxd Drawn By: UKJXC082 Date Modified: 10/03/2015 oyih ad aaae ih 2015. right database and copyright Crown © data Survey Ordnance Contains .AL S N A LB A T. S .AL S N A LB A T. S VI AND S U P M A C D N LA IL AV H RE IR H S D R O F T R E H VERSI OF O Y IT S R E IV N U 0 0.25 NG E R T N E C G IN P P O H S G A LL E R IA IA R E LL A G RE IR H S D R O F T R E H VERSI OF O Y IT S R E IV N U N S U P M A C IN A M 0.5 0.75 1 Kilometres TFI T CENTRE R T N E C N W TO D L IE F AT H ASDA D S A D N A I No: N E R U FIG : LE TIT Key atMarhmoor o o m rsh a M t a d n a L e an la P te u o R s u B ECT TLE L IT T T C JE O R P 12, 3 A @ 0 0 ,5 2 :1 1 F IG U R E 5 E R U IG F F IG U R E X E R U IG F S e rvice 305 rvice e S 304 rvice e S 242 rvice e S 201 rvice e S 200 rvice e S ation Loc ite S S e rvice 615 rvice e S 610 rvice e S 312 rvice e S

Appendices

Project: Dated: 10/03/2015 Gascoyne Cecil Estates

Appendix A – Illustrative Masterplan

Project:

Dated: 10/03/2015 Gascoyne Cecil Estates USE FIGURED DIMENSIONS ONLY DO NOT SCALE FROM THIS DRAWING.

ALL DIMENSIONS MUST BE CHECKED ON SITE ANY INCONSISTENCIES MUST BE REPORTED BACK TO THE ARCHITECT.

THIS DRAWING AND ANY DESIGNS INDICATED THEREON ARE THE COPYRIGHT OF BROOKS / MURRAY ARCHITECTS. ALL RIGHTS ARE RESERVED. NO PART OF THIS WORK MAY BE PRODUCED WITHOUT PRIOR PERMISSION IN WRITING FROM BROOKS / MURRAY ARCHITECTS.

EAST COAST MAIN LINE

WELHAM GREEN STATION

A1000

HATFIELD PARK

BROOKS / MURRAY

ARCHITECTS

8-10 NEW NORTH PLACE LONDON EC2A 4JA

TEL 020 7739 9955 FAX 020 7739 9944

[email protected]

CLIENT: GASCOYNE CECIL ESTATES

JOB: MARSHMOOR

DATE: SCALE: MAR 2015 1:1500 @A1

DRAWING TITLE: MARSHMOOR CONCEPT MASTERPLAN

DRAWING NUMBER: 1017 - 100 - H

Appendix B – Road Traffic Accident Data

Project: Dated: 10/03/2015 Gascoyne Cecil Estates

1 1

5

8

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(PH) 9 3 9 1

1

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5 5

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5 3

St Thomas More Catholic Church © Crown copyright and database rights 2013 Ordnance Survey 100019606

You are not permitted to copy, sub-licence, distribute or sell any of this data to third parties in any form.

El 4 5 0 Glendee 2 Sub (This restriction may not apply to HCC and its licensed contractors, agents and partners) Kennels Sta

Drg No. Rev Legend. Client Org. Hertfordshire County Council HC_G-52028.Y2/001/18717_M Accident Severity U% Fatal Drawing Title. Sheet No. 1 of 1 Prepared Checked Approved Scale. N.T.S. U% Serious A1000 Great North Road & Dixons Hill Road U% Slight Initials ACN ACN Hatfield Accidents from 1 Dec 2010 to 30 Nov 2013 Date Apr 2014 Apr 2014 Transport Planning Data Team Selection boundary Hertfordshire County Council Postal Point CHN204 Project Title. County Hall Tel 01992 658339 Project No. G-520 .Y1 File. Not Held Pegs Lane Hertford SG13 8DN Data Services - Accident Data Supply

Appendix C – Bus Route Plans

Project:

Dated: 10/03/2015 Gascoyne Cecil Estates Route map for Sullivan Buses service 200 (outbound)

SYMON

GYPSY LANE

DEADFIELD LANE

D A1(M) O S LD HATFIELD ROAD HYDE LANE INGS G ANE HOPKINSHIGH CRES. STREET REA L BLUEBELL WAY CO T ASCOTS LANE RNE NORT BURY GREAT BRAITCH LANE E WOODCOCK HILL R G COOPERS GREEN LANE H WOODCOCKFAIRFOLDS HILL ROAD ORCHID

SANDRID DAFF CLOSE O D IL CLOSE O AD B CAMPION R U T COMET WAY Mill Green TERCU RY MEAD HATFIELD AVENUE R P E C A414 NOR B L M O Millgreen Sandridge U L CKEN CT. S CK MA A I E HOUSE LANE REYNOLDS CRESCENT BR ASTW MILL GREEN LANE GORSE WAY THE FERN Golf Course MOUNT P A1(M) MOUNT PLEASANT CLOSE HERTFORD ROAD HATFIELD AVENUE ER CL D O SE A414 CLOVER WAY L ASTWICK AVENUE E CHEQUERS AVEN A L SANT LA RIVER LEA

BROAD ACRES BUSH HALL LANE N MILL GREEN E HERTFORD ROAD Cottages HIGHLANDS HOLWELL LANE FROBISHER WAY

ST HELIER ROAD DRIVE BELSIZE LOWLANDS B158 BURN WARR LONGMEAD GREENFIELD HOLME CLOSE SIDE CL. NORTHFIELD LANE E HATFIELD AVENUE CORN WER WAY GREAT NORTH ROAD P S F LO GREAT HEATH ST HELIERS ROAD HOLME ROAD IRTON CL O THISTLE DENS E AR N BUSH HALL LANE G WENDOVER CL. CORNERFIELD A1(M) GREEN THE RYDE W CLOSE DAISY DRIVE MILL GREEN E LOW ROAD PITST WARREN CLOSE ONE IEL C PLEASANT RISE F D HIGHVI LOSE CROMWELL CLOSE Y N TALBOT ROAD N BEDWELL AVENUE LIN CAMPION ROAD HILLFIELD C GREEN SU O WOOD COMMON ALDBURY CLOSE L NS CLOSE HOMESTEAD ROAD WILSTO RIVE LODGE DRIVE ST ALBANS ROAD D CROFT LARKS N E 200 W E GREEN LANES OOD RITILS MANOR ROAD S SANDRINGHAM CRESCENT W MAYFAIR CLOSE LITTLE MEAD N AVENUE O CLOSE E R LOCKLEY CRESCENT TH WALK HOLBOR FROBISHER WAY CLOSE E HATFIELD AVENUE R LANGHAM G N CLOSE C MANOR MENDIP CLOSE L MANOR PARADE OSE DROVERS WAY STAG GYPSY MOTH AVENUE TAYLOR ROAD CHANCERY CL. S CHELWOOD AVENUE A P NDRI O HATFIELD PARK R T MAN BELGRAVE CLOSE BERKLEY CLOSE C N WHEAT LO SE GHA LOSE C K CLOSE CHILTERN OC BROO M QUANT Y K CRESCENT Hatfield B LA IES CLOSE R

R A CHILTERN ROAD REGENT NCH FAWNC O R UR E HEATHCOTE AVENUE T WEST VIEW THE HOLDINGS THE B C HERTFORD ROAD

L B158 WINDMILL AVENUE CRAIGLANDS O S E O HATFIELD OOK MALVERN CLOSE T W YF R HWOOD AVENUE GB R D BIRCHWOOD AVENUE R C The N BI I A1(M) LOCKLEYHOMESTEAD CRESCENT ROAD R HILL END CLOSE O AVENUE AD ARLE WAY BOL BusinessE DOWNES ROAD STAG GREEN AVENUE BISH FIELD H KINGS PLACE O BULL STAG PS C MOSQUITO WAY B I BURLEIGH MEAD BRECKEN CL. E HARVEST FI R S L C L L HEYFORD WAY O LO I H C N DERRY LEYS W S G PARK VIEW E O BENTSLEY CLOSE BEVER H OD BIRCHWAY NCIE C CLO U LEY GARDENS TREET A WELLFIELD ROAD O SCHIPMUNK CHASE M G SE CECIL CRESCENT SLIMMONS D R U VESTERS W AI H R R W T T AR IC CLOSE H H RDS A Park GROUND LANE GREEN RI TEWIN CLOSE A Y DEANS GARDENS VE LDS DEVON MEAD E MILFORD I CHES CORNCROFT OLD HERTFORD ROAD F R OAD L A L DRIVE D R SUMMERLANDS ROAD L W AY THE RUNWAY LEMSFOR ST MARYSWALK E N D EAST Bungalows O OXFORD PL. A TH CLOSE IP CRAWFORD ROAD STONECROSS ROAD RO ESCENT R RY HAL S CR HATFIELD TUNNEL N LD SKYSWOOD ROAD MARTEN GATE IE SALISBU STRAWMEAD CHALKDEL F

D GARDENS E ST ALBA VANS OVE BEECH FARM DRIVE JASMINE GR COBMEAD PON MOSQUITO WAY VIXEN COURTFOXHOLLOWS CLOSE HARMONY FIELD N WELLANDS LOSE N FURSE AVENUE CHERIT O C O T QU T E BEE C ON N E N COURT D R A D. COT C O CHANDLERS ROAD L G O A CLOSE P SE ST S R C

BURFIEL THE COLONNADES SHERWOOD AVENUE DYMOKE GREEN HO THE PADDOCK O HARLEY CT. EN THE MINIMS C T KINGSMEAD COMET WAY HARVEST MEAD CLARKES ROAD S GREAT NORTH ROAD E M R C M KINGSHILL AVENUE MEADOW CLOSE DRAGON ROAD WELL ON F CLOSE WHEATFIELD I E L D PLACE WALKER GROVE M AVENUE FI PARK MEADOW HARE E A MIDDLEFIELD QUEENS BLACKTHORN CLOSE L MALVERN CL. SCHOOL LANE HAR D PLACE H HALFORD COURT WALSINGHAM CLOSE WENHAM COURT HED N LOSE NING G C PACKHORSE CLOSE E ST LUKES COURT MARSHALSWICK LANE S S WAY N E S U ASHLEY FIEL C DS VILLIERS CRESCENT PARK STREET CLOSE CLOSE HUNT AY OAK TREE H TOWN CLOSE W TAMBLIN WAY EAC

H MOSQUITO WAY T COURT CKBR W

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TOMSFIELD NB ESS B158 B UNDARY ROOK LANE CEDAR ROAD O CROSSBROOK E N A1(M) THE P S E SH CLOSE D COMET WAY HIGH DELLS NINE R U ON AS T U BUL L R FERN DELLS A C RE LANE P L Hatfield London WATERY LANE A CHENNELLS FOXGLOVE CLOSE CE E S PRIMROSE CLOSE S BISHOPS RISE

O Y

INDELLS L CHANTRY LANE C C GODDARDS CLOSE A GARDENS L M L I O OTTER CHURCH ROAD R E AVENUE

ROE H GARDENS Country Club LAMB CLOSE

HOLLY CLOSE HONEYSUCKLE WEST END LANE KESTREL GREEN NEW COTTAGES OXLEASE DRIVE

WOODSTH AVENUE RAVEN COURT CONEY CLOSE

RICKFIELD CLOSE R U DOVE COURT S LITTLE BERKHAMSTED LANE CO H AV HARE LANE M ET WAY BADGERWAY

E SWA L N L O MINSTER CLOSE UE ROBERTS WAY MARTIN CLOSE W GARDENS UE HERON WAY EN BERKHAMSTED LANE AV ROAD A1001 University

E WOOD

N S ER NORTH ORBITAL DE

GE LA

E L FALCON CLOSE L CO of FINCH CLOSE RISE STANLEY DRIVE LARK

LANE EAGLE WAY

DOWNS HertfordshireA1(M) HAWTHORNES S ALLEN COURT

KINGSMILL COURT E RAK W RYECROFT D A HER THE DOWNS Y

TRAVELLERS LANE N E S

H

A COTSWOLDS

W HAMILTONCOOKS CT. WAY

RICHMOND CT.

CT.

CHEVIOTS University of CUM CUM HILL MCDONALD CHILTERNS GREAT NORTH ROAD

WOODSIDE FARM NEWSTEAD NORTHDOWN ROAD ST AUDREYS CLOSE

HIGHVIEW

AC R GO LOSE WILLOW WAY AC HertfordshireO C RSE C LEA MILLWARDS I REET TUD L A T O E S SOUTHDOWN COURT S V E O OAD OWN R DWHITEBEAMS GR SOUTH VE BLACK HANO R W WILD HILL The ALK

Wd. SIDE HALL WOODCOCK PLACE ROEHYDE WAY T E H LANE END D FARM O RNE CLOSE HAZEL GROVE Wd. NS DOW F Wd. SI PECKER CL. CHERRY WAY IELD TRAVELLERS L. WILDHILL ROAD HENDERSON PLACE ROBINS WAY BRICKFI THE WADES

SUM

S BISHOPS RISE E SOUTH WAY H LD A SANDIFIELD M L LCRO E FAR END R LANE END FIELD SOUTH WAY S

CLO WHITE STUBBS LANE S ELD A1(M) FI SOUTH WAY FURZ C LY Woodman V R HOL E HORNBEAM LANE E S R E CE LAND N NT CRES NEWGATE STREET

C REDH E ASH DRIVE WOODSIDE LANE NT CUCUMBER LANE A LL OLD LEYS C LOSE UE

N COPPICE CLOSE Travellers R E WARRENWOOD MEWS

D N AVE H E ALL DRIVE

D S R

W A H A G S SOUTH WAY BRAD L. North

LOWER WOODSIDE Colney TRAVELLERS LANE BISHOPS RISE Ind. Est. GRUBBS LANE

E AN 201 TYLERS CAUSEWAY CK L TO ROES

ROESTOCK Heath GRUBBS LANE GARDENS Travellers Lane GREAT NORTH ROAD

A1(M) WOODFIELD LANE

Industrial EstateMARSHMOOR LANE The POOLEYS LANE

FROWIC

PARSO PARSONAGE ROAD K C L O HUGGINS LANE N SE FELLOWES LANE AG E BULLENS GREEN LANE

LANE NTRE WESTFIELD INESS CE S WOODSIDE LANE PUTTOCKS CLOSEPUTTOCKS DRIVE (M) BU DELLSOME LANE A1 Firs Welham Green GRUBBS LANE VINCENZO

CLOSE TOLLGATE ROAD OLDS F SOMERS SQUARE R

A CHURCHILLB CRESCENT

Dixons SOMERS ROAD DELLSOME LANE Railway Station HOLLOWAYS LANE

SKIMPANS CL. FOXES L.

WELHAM CLOSE S OSE W L BULLS LANE E CONING C M S Y ME B AD

A O I TOLLGATE ROAD Hill Road D W CLOSE LY

AD O

R NS HILL ROAD O ORP E X TH B DI W SI E L H NOR A M M A Cock o' KENTISH LANE

NEW PARK ROAD BELL LANE Bell

BELL LANE Bulls 201 The North UPLAND DRIVE PINE GROVE Lane THE DRIVE

DIXONS HILL CLOSE Lane STATION ROAD Brookmans

POTTERELLS GREAT BrookmansNORTH RD. Park Golf TOLLGATE ROAD Potterells Course Park

GOLF CLUB ROAD

CARBONE HILL

PEPLINS CLOSE

BROOKMANS AVENUE GEORGES WOOD ROAD BRADMORE LANE BRADMORE WAY ST MARY'S CHURCH ROAD Kentish PEPLINS WAY MO

F

F

ATS CLOSE S

D N A GREEN C SHRUBL LO S E BRA DMORE GREEN Bradmore Brookmans Park MOFFATS LANE STATION CLOSE HOME FARM ROAD Lane

GREAT NORTH ROAD

CALDER AVENUE THE GROVE GREATWOOD

WOODLANDS Railway Station Green MYMMS DRIVE

OAKLANDS AVENUE

WESTLAND DRIVE

BL Mymms ABDALE HOMEWOOD LANE U BLUEBRIDGE AVENUE

E

BRIDGE ROAD LANE THE RIDGEWAY

TOLMERS ROAD

SHEPHERDS WAY BRADGATE SH Drive EE P W

EL

A1(M) FARM CL.

L C O TTAGES THE RIDGEWAY WARWICK CLOSE Bluebridge COULTER CLOSE HILL RISE WARWICK AVENUE CHAPEL CLOSE

HANYARDS LANE WARRENGATE ROAD

A1(M) Avenue

NEW CO Cuffley

SUTHERLAND AVENUE T LEEFE WAY T A G ES L A

N

E HAWKSHEAD LANE Hawkshead Swanley Bar Lane SWANLAND ROAD 201 WELL ROAD SWANLEY BAR LANE

ORCHARD WAY

SWA EAST RIDGEWAY ENT Lane N L E Y CRESC HAWKSHEAD ROAD Swanley Bar Lane

Boltons VINEYARDS ROAD

WE

E L S L

O Hail & Ride R L O C AD W N AI JUDGES HILL

FAIRVIEW Potters Park CHESTER CLOSE

OSBORNE GARDENS PottersROAD SPEYHAWK PLACE CRANBORNE

KERDISTONEHEATH CLOSE ROAD NORTHAW PL. COOPERS LANE ROSSOAKS LANE Bar Golf

HEATH CLOSE

SE ROSE SCHOOLMEAD ROAD OSBORNE ROAD O L CHURCH LANE NEWLANDS WAY C

GREEN R CLOSE HEATH ME NOR AD T Course O BR HAW RO W OA COOPERS ROAD DWATER VICARAGE DRIVE WESTWd. GRANGEWOOD CRANME AD THORNTON ROAD WES

CL. T WARRENGATE L. Bar THE MOUNT © 2008 NAVTEQ/PTV AG/Map&Guide 1 km 2 km 3 km 4 km

DS10058 - \\DS10058\trswad12 - MapServer (10.0.28.1) - 16.04.14 09:12.20 - set-07201C(1).y08 (outbound) - 1 - Route map for Sullivan Buses service 201 (inbound)

HERTFORD ROAD N MUND SE CO EYDALE O WAY L L C E E

LLS C

THEVINEYARD VINE CLOSE DIGSWELL RI KESTR WATERSIDE LANE SE S N BLAKEMERE ROAD O

CENTR URT WOODLAND RISE ARCHER HER BRICKWALL PENTLEY PARK AL S G LYLES LANE DRIVE D R L E M THE BOULEVARD U O E LE RISE N L D N I DIGSWELL ROAD E V LLS Panshanger L EY CLOSE L AN S E E

ASHLEY CLOSE MANDE GR

THE GLADE HERTFORD ROAD FALCON WAY K ROAD R BESSEMER ROAD Golf Complex DSPA AR RDENSLEY CLOSE ER HERNS LANE SH Peartree MUNDELLS CORNERS REDDINGS HERNS WAY SCHOLARS MEWS 201 TANSYCROFT HAZ E

L BUNNSFIELD R IVE G MILLFIELD O R BLACK FAN RD. HORNSFIELD UN OOD D R DW BROOMHILLS O BAKER UPPER SHOT V S GROVE E

A1(M) KINGSCROFT AYOT GREEN BROCKSWOOD LANE MOORS WALK DIGSWELL RD. Industrial WINDHILL HERNS WAY CLAYCROFT

THE MOORS GREAT CONDUIT

HOCKLANDS GREAT NORTH ROAD NORTH GREAT NEW WOOD THE CAMPUS CHALK DALE NETTLECROFT KELBYS DANIELLS HEDGEBROOMS BROWNFIELDS WE STRAWFIELDS B S R T HERNS LANE B1000 ID F Area I WESTLY WOOD G R E LITTLE RIVERS LANE E HE LA LD COLLEGE WAY F N BLACK FAN ROAD IE SUT D COURT BRIDGE ROAD EMER ROAD LDS EWIN ROAD Brocket Hall T S S STABLE COTTAGES BE HILLY FIELDS

MOORS WALK HEAYFIELDS Welwyn MONEY HOLE POPLARS JORDANS WESTCOTT HANDSIDE GREEN PANSHANGER LANE BERICOT WAY

Golf Course HIGH OAKS ROAD GREEN HARDINGS DELLCOTT CLOSE DINGS LITT R A1(M) RUSSE L E H A ROAD O SBO BRIDGE ROAD THE PADDOCKS THE VALLEY R WATCHMEAD LINCOLN BURGH Garden L N WAY D LC CHELVESTON ROFT ROAD L GREEN Welwyn L E VALLEY Bus Broadwater CHE POLAYN GARTH CLOSELYSANDER WAY DOGN HIGH GROVE LYSANDER WAY CHAL RIVER LEA TON G G RO PALMERSTON CLOSE OAK I N V WITCHFORD E H A LIF City Golf WATERBEACH MENDL A X Y BROCKETT CLOSE EADOWS W HEATHCROFT M A E M Y A NORTHWOOD S OT WA H THE C SHAC LITTL I WAY GU N DRIVE R K N ES CHURCH ROAD BRIDGE ROAD EAST O LETO SENS COURT T L LINDBERGH BE E E HU WN

Station HYDE WAY Road O River Course Y Y O N SDON VE D UNGS W LONG LEY S Y SOMERSHAM MIMRAM YOUNGS RISE O GROVEJACKDAWS A SWALLOWFIELDS L BEVERLEY GD. R K SWALLOWFIELDS WELLING LE STIRLING WAY MANNICOTTS G Garden MEADOW CHURCH MART NS L. FIELD W. PARKWAY STAPLEFORD E FRETHERNEROAD ROAD L S DOUGLAS WAY E S S

H E SHACKLETON WAY BALDWINS BADER CLOSE AM U S EB G A S ROAD YT R Lea N PARKFIELDS L N GUESSE POLLARDS CLOSE RIVENHA WYTON 201 H D TEMPSFORD I MOORS WALK C

OTT HANDSIDE CLOSE BROAD COURT WATC ELM GARDENS L ANDRE L FARM CLOSE PARKWAY CLOSE BERICOT WAY LD E KNELLA ROAD W S F I E N D LONGCROFT LANE Hyde Way THE LINKS PANSHANGER DRIVE OSBORN WAY AD O THE CLOISTERS R H HERONSWOOD ROAD PEARTREE FARM ALDBUR MEADOW GREEN WAY HO DOW LYNMOUT RIDGEWAY Brocket M A E M E TH CLOSE APPLECROFT ROAD BARLEYCROFT GREEN E RN CLOS K A E City Y BARB N WIDFORD PEARTREE CLOSE LONGMORE GD. ELIZAB NS PARKWAY E G I E L MOORS WALK D HO S LA GREEN LANG R OVE SYLVAN E LO M C RE G C RO C ARDENS HANDSIDE LANE M ROAD EEN O E A WYDDIAL GR. S E A S R U VERUL TO LORDS RT LEY N CHILT G WOOD E WATE O N BIRDCROFT ROAD DOWLEY WOOD LEY HIGH WICKFIELD Park SIDE CL. GADDESDEN GROVE ATTIMORE ROAD E R R A TUBBS CROFT F W PYFI RUS ORD ELDS PELHAMCOMMON CT. REGENT COURT POP S BARRINGTON MEWS E ELMWOOD TURMORE DALE BARLEYCROFT ROAD OOD Penn MILL GREEN ROAD G FORRESTERS DRIVE T T W BLACK FAN ROAD REEN AMWELL BROCKET HALL RIDGEWAY PARK BATFORD CL. GLE OD ARDENS O W G B FORRE YEW GROVE AY COPPERFIELDS N W E . AU S R LEMSFORD VILL T E RS D MILL CLOSE POUNDWELL PANSHANGER LANE GREAT BREAK C SYLVAN WAY WELL LUDWICK WAY WALK NORTH HAMPS B197 PLOUGHMANS END G DALEWOOD N A RTH PeartreeBASSINGB U Lane FEARNLEY ROAD BE R D L CLOSE OAKTREE GARTH HAYNES CLOSE MOATWd. GR. L W N WALK RIVER LEA E A OAD THE OLD DRIVE ATHELSTA THE SPINNEY G R ST AUDREYS GREEN RAMB E FORDWICH ROAD SHAWS WILKINS GRV. BIRCHALL Wd. PONDCROFT L AY SALISBURY GARDENS THE MARFORD ROAD BROADWATER ROAD E W HONEYCROFT RED CLOSE GR. R S DALE ETHEL BUSHEY N LOSE SYLVAN WAY SYLVA LUDWICK GREEN C Way DUNCAN CLOSE SALISBURY ROAD

E

R GAINSWOOD BROADFIELD PLACE Welwyn PEARTREE LANE ROOKS CLOSE THE REEDS

ROSEMOOR CLOSE ATTIMO BUSHEY LEY PARKWAY GREEN VALE HOBBS WAY HOLWELL ROAD BLACKTHORN ROAD NE COURT

R U MEL B O LOWERFIELD LEMSFORD VILLAGE OSBORN WAY UPPERFIELD ROAD ROOKS HILL A414 Rugby LONGCROFT LANE M BROAD I WATER ROAD L GR. L. L G DODWd. COLGROVE Little STANBOROUGH CLOSE BEECHFIELD ROAD NEWFIELDS R E FURZEFIELD ROAD AD EN ROAD MA O OFT GREEN RFORD R R GC Pond ROAD N LD LO IE GH MEWS F STA OU N A414 Ground N B O R R Sweet STANBOROUGH ROAD BA LONGLANDS ROAD MARSDEN GREEN CROMER HYDE FARM SE O WHEATLEY CLOSE L MARSDEN ROAD C Holwell Road WELLCROFT CLOSE

A1(M) BLACK FAN ROAD DE SOISSONS CL. LEMSFORD LANE G HOLWELL HYDE DOWNFIELDS MARSDEN R E SWEET BRIAR GREAT NORTH ROAD A GannettT WHEATLEY ROAD S G D SPRINGFIELDS ANE KLAN WELLCROFT ROAD C T A HEATHER ROAD Croft T LINCES

ST GREEN LITTLE BURROW Marley Road MOSS LITTLE GANETT WOOD Briar GOOSEACRE HYDE VALLEY LE COLE GREEN LANE CHEQUERS R. L. O G THE OLD COACH ROAD H C R WAY SEFTON COURT LK ALL G . L. MEAD A E L L S W A DUN NE O E R Gosling C S T STANBOROUGH GREEN COLE GREEN LANE

BROCKET ROAD AMETHYST

CLOSE

BIRCH GREEN THISTLE GROVE Thistle Grove Burrowfield BIRDS

A1(M)

GREEN LANES Sports RAYMONDS CL. RAYMONDS PLAIN

BIRCHALL LANE WEST BURROWFIELD Woodhall Upperfield Park IndustrialHITHERBAULK BIRCH A LITTLE THISTLE LL TWELVE ACRES LANE ARCHERSHowlands RIDE

E LANE BIRCHALL LANE

D ROAD STANBOROUGH ROAD H Y OA C H C Estate L D L O DESBOR LWEL E HOLL THUMBSWOOD O OU H TH KENYON PL. G SIR JOHN N OM WAY G H BURROWFIELD S Y R D EW Parade C BU RoadA L E YSFI LOSE S LITTLE LEY H LA NI NEW ROAD JIN NGS PURDOM ROAD HOMESTEAD LANE N THE E SHEEPCOTE CHEQUERS COLE GREEN WORKS

A414 FOXDELLS SOUTH LEY MOOREND UERS FIELD CHEQUERS FIELD MOORLANDS Q LAWRENCE HALL END CHAMBERS GROVE E MUNNS FARM CH DS AN WL O H

RIVER LEA BEEHIVE LANE ST JOS MOORSIDE EAST MEAD

STREET

N THE WADE O LITTLE LAKE

E MOUNT WAY STATION ROAD P MOUNTW LAYT AY C IELD COURT LO H ME SE DAYEMEAD S R F WALNUT COURT R I WALNUT GROVE HOWLANDS GREEN WES MOUNT WAY T MEAD STANBOROUGH ROAD EDDIN CENT G S TO E ROLLSWOOD WADE N RYELANDS E C R ELLIOTT CLOSE L THE CROFT T HOWICKS GREEN T B197 LI THE COMMONS

HAREBELL A414 LINKFIELD

MIDDLEFIELD LADY GROVE CHAPEL LANE DRYCROFT THE OLD COACH ROAD

GREAT NORTH ROAD BOU

A1(M) PINNATE PLACE N D A COOPERS GREEN LANE Stanborough R Y COURT

A6129

CHEQUERS BOU KENDALL CLOSE N DARY LANE L CAMFIELD L E D GOL N Park D E LETTY GREEN KINGSL EY COURT SE

O L WOOLMERS LANE C T T E NN BE

HOLLYBUSH LANE DEADFIELD LANE

COOPERS GREEN LANE ASCOTS LANE

GREAT BRAITCH LANE A6129

HATFIELD ROAD

WOOLMERS PARK

WOOLMERS PARK MEWS

DEADFIELD LANE

GYPSY LANE HATFIELD ROAD

COMET WAY OL DINGS G REA BLUEBELL WAY C O T NORT GREAT BRAITCH LANE RNE R H ROAD Mill Green ORCHID

CLOSE DAFF A1(M) O D IL CLOSE O AD B CAMPION R U T TERCU Golf Course RY MEAD R P E C B L A414 M U L O CKEN CT. S A WEST E

BR LOW LODGE MILL GREEN LANE HOLWELL LANE GORSE WAY Millgreen THE FERN MOUNT P Edge Hill MOUNT PLEASANT CLOSE HERTFORD ROAD ER CL HATFIELD AVENUE D OS E COMET WAY A414 CLOVER WAY L ASTWICK AVENUE E CHEQUERS A LAVEN SANT LA

BROAD ACRES N BUSH HALL LANE E MILL GREEN HERTFORD ROAD HIGHLANDS

DRIVE

LOWLANDS Cottages B158 LONGMEAD BURN WARR GREENFIELD SIDE CL. LANE Cottages HOLME CLOSE NORTHFIELD HATFIELD AVENUE CORN WER WAY GREAT NORTH ROAD F LO GREAT HEATH HOLME ROAD THISTLE E RIVER LEA N CORNERFIELD BUSH HALL LANE DAISY DRIVE A1(M) GREEN THE RYDE MILL GREEN WARREN CLOSE EL LOW ROAD PLEASANT RISE FI D Y N TALBOT ROAD BEDWELL AVENUE CAMPION ROAD N HILLFIELD GREEN SU WOOD COMMON HOMESTEAD ROAD LODGE DRIVE CROFT

MANOR ROAD GREEN LANES LITTLE MEAD N AVENUE LOWER HATFIELD ROAD CLOSE E LOCKLEY CRESCENT E HATFIELD AVENUE R G

MANOR MANOR PARADE DROVERS WAY STAG GYPSY MOTH AVENUE CHELWOOD AVENUE

HATFIELD PARK

BR A FAWN NCH COU HEATHCOTE AVENUE RT WEST VIEW THE HOLDINGS C HERTFORD ROAD L O S E HATFIELD WOOD AVENUE BIRCHWOOD AVENUE R CH The BI HEARLE WAY A1(M) LOCKLEYHOMESTEAD CRESCENT ROAD HILL END AVENUE B158

STAG GREEN AVENUE KINGS PLACE MOSQUITO WAY B BULL STAG IR BURLEIGH MEAD C H HEYFORD WAY W DERRY LEYS PARK VIEW RICHARDS ST. O OD BIRCHWAY WELLFIELD ROAD CLO HT SE CECIL CRESCENT G C Hatfield WAI LOSE GROUND LANE GREEN

DEVON MEAD FI L LI CORNCROFT OLD HERTFORD ROAD LL DRIVE N M WAY ROAD A G H A LEMSFORD Bungalows D EAST OXFORD PL. CRAWFORD ROAD STONECROSS ROAD OA URY H S R B N SALIS Business STRAWMEAD MOSQUITO WAY JASMINE GARDENS ST ALBA COBMEAD VIXEN COURTFOXHOLLOWS HARMONY FIELD WELLANDS LOSE ON C T C D R THE RUNWAY COT GD. O A CLOSE S P R C BURFIEL THE COLONNADES HO THE PADDOCK O THE MINIMS HARVEST MEAD CLARKES ROAD Park GREAT NORTH ROAD M M DRAGON ROAD WEL ON L CLOSE WHEATFIELD F I E LD PLACE MIDDLEFIELD PARK MEADOW HALFORD COURT MALVERN CL. SCHOOL LANE WALSINGHAM CLOSE WENHAM COURT HED LOSE Essendon G C ST LUKES COURT E S ASHLEY FIELDS PARK STREET OAK TREE CLOSE H TOWN TAMBLIN WAY EAC CLOSE MOSQUITO WAY CKBR W COURT O E CHUR STOCKINGS LANE ERRINGTON CLOSE WORCESTER ROAD ST LL ST ALBANS ROAD EAST ELY CLOSE FI THE COMMON ELD BEACONSFIELD ROAD CLARKSON R COMET WAY OAD C GOLDSMITH WAY PARKHOUSE COURT JETLINER WAY HATFIELD TUNNEL H STR E. VIEW Glebe Cottages E

ENDYMION ROAD COTTAGES War E T ESSENDON HILL STOCKBREACH ROAD

LOSE GLEBE BROADWAY C MOSQUITO WAY NE RECTORY CLOSE FRENCH HORN LA CRANBORNE ROAD GLE BE THE ARCADE Town KE OLD FREN QUEENSWAY CH FIDDLE LEMSFORD ROAD N HORN LANE BRIDGE LANE N PARK CLOSE BURY ROAD SCHOOL CLOSE E L LANE ROBINS NEST HILL ALBATROSS WAY HARPSFIELD LWd. L. SCHOO OL G DINGS DES HAVILLANDT CLOSE FRENCH HORN LANE HOP ALBA BIS SQUARE C TITA /B RESC IS N H S R FORE STREET N O PS SQUARE BUSINESS PA O E C RT AD HAVEN CL. NT UARE O U COMET WAY WE Eastview Hail & Ride ST Centre SQ BATTERDALE OP ST QUEENSWAY H HATFIELD TUNNEL A RIVE L HELDR D Memorial B T S BIS COMET ROAD A E D A N

S ROAD BRAIN CLOSE ST E HELIOS CT. BREAKS ROAD E P LINK CLOSE O V LINK DRIVE I N ROFT WOOD VALE CHURCH STREET D C R EAD D M ONSLOWHOWE CLOSE DELL ROE GREEN LANE Y WEST END LANE R THE BROADWAY E ARD URCH A N HIGH ROAD H CH L MOSQUITO FEATHER DELL DELLFIELD ROAD ORC CAVENDISHCROFT FIELD WAY ECTO Galleria BEDWELL PARK WOOD CLOSE R MEADOW DELL

WAY

THE OAKLANDS WOOD RECTORY GD. OLD GREAT NORTH ROAD RDAB.

COMET DAYS CLOSE BREACH LANE BRIARS WOOD WAY ET M BRIARS CLOSE ASHBURY CL. DAYS MEAD CO CAVENDISH WAY ROAD WEST MEADOW CROFT LAND A1(M) Y ST ALBANS R GROVE MEAD A M

HOLLIERS WAY

SELWYN DRIVE

ALDYKES BISHOPS CLOSE

SELWYN CRESCENT OAK GROVE

HILLC RE HILL LEY ST BUCK'S ALLEY ESSENDON PLACE A1(M)

ROFT C Hatfield S SELWYN AVENUE R BRIARS LANE O SPRING GLEN MERROWS COTTAGES THE SIDINGS COLLEGE LANE VIG MARYLAND HASE ELM DRIVE BEECH CLOSE CHANTRY LANE HALTSIDE BIRCH DRIVE LO L C SE D MAPLE CLOSE FIRS CLOSE N I ELLENBR NE EE M WS ORCHARD CLOSE R HILBURY EADO E G O RO OK LA WOODS AVENUE LIME COTTAGES TH E

TOMSFIELD N ESS B158 E B UNDARY CEDAR ROAD O CROSSBROOK E N A1(M) THE P S E USH D COMET WAY NINE R R CLOSE ON AS T U BUL L FERN DELLS A C RE LANE P L Hatfield London WATERY LANE A CHENNELLS FOXGLOVE CLOSE CE E S PRIMROSE CLOSE S BISHOPS RISE

O Y INDELLS L CHANTRY LANE C C GODDARDS CLOSE A GARDENS L M L I O OTTER HIGH DELLS CHURCH ROAD R E AVENUE

ROE H GARDENS Country Club LAMB CLOSE

HOLLY CLOSE HONEYSUCKLE WEST END LANE KESTREL GREEN NEW COTTAGES OXLEASE DRIVE

WOODSTH AVENUE RAVEN COURT CONEY CLOSE

RICKFIELD CLOSE R U DOVE COURT S LITTLE BERKHAMSTED LANE C H AV HARE LANE O M ET WAY BADGERWAY

E SWA L N L O MINSTER CLOSE UE ROBERTS WAY MARTIN CLOSE W GARDENS UE HERON WAY EN BERKHAMSTED LANE AV A1001 University

E WOOD

N S ER ROAD DE AL

GE LA

E L FALCON CLOSE L CO NORTH ORBIT RYDERS AVENUE of FINCH CLOSE RISE STANLEY DRIVE LARK

LANE EAGLE WAY

DOWNS HertfordshireA1(M) HAWTHORNES S ALLEN COURT

KINGSMILL COURT E RAK W RYECROFT D A HER THE DOWNS Y

TRAVELLERS LANE N E S

H

A COTSWOLDS

W HAMILTONCOOKS CT. WAY

RICHMOND CT.

CT.

CHEVIOTS University of CUM CUM HILL MCDONALD CHILTERNS GREAT NORTH ROAD

WOODSIDE FARM NEWSTEAD NORTHDOWN ROAD ST AUDREYS CLOSE

HIGHVIEW

AC R GO LOSE WILLOW WAY AC HertfordshireO C RSE C LEA MILLWARDS I REET TUD L A T O E S SOUTHDOWN COURT S V E O ROAD OWN NEWGATE STREET DWHITEBEAMS GR SOUTH VE BLACK O R W WILD HILL The HAN ALK

Wd. SIDE HALL WOODCOCK PLACE T E H LANE END D FARM O RNE CLOSE HAZEL GROVE Wd. NS DOW F Wd. SI PECKER CL. CHERRY WAY IELD TRAVELLERS L. WILDHILL ROAD HENDERSON PLACE ROBINS WAY BRICKFI THE WADES

SUM

S BISHOPS RISE E SOUTH WAY H LD A SANDIFIELD M L LCRO E FAR END R LANE END FIELD SOUTH WAY S UBBS LANE CLO T S ELD E S A1(M) FI SOUTH WAY T FURZ C LY Woodman V R HOL WHI E HORNBEAM LANE E S R E CE LAND N NT CRES

C REDH E ASH DRIVE WOODSIDE LANE NT CUCUMBER LANE A LL OLD LEYS C LOSE UE

N

COPPICERE CLOSE Travellers

WARRENWOOD MEWS D N AVE H

E ALL DRIVE

D S R

W A H A G S SOUTH WAY BRAD L. North

LOWER WOODSIDE Colney TRAVELLERS LANE BISHOPS RISE

ROEHYDE WAY Ind. Est. GRUBBS LANE

201 TYLERS CAUSEWAY GRUBBS LANE

ROESTOCK CK LANE TO Heath ROES GARDENS Travellers Lane GREAT NORTH ROAD

A1(M) WOODFIELD LANE

Industrial EstateMARSHMOOR L. POOLEYS LANE

FROWIC

HALL GD.

PARSONAGE ROAD K C L WOODSIDE LANE IRALS O HUGGINS LANE DM C SE A L O SE FELLOWES LANE BULLENS GREEN LANE PARSONAGE LANE NTRE SS CE SINE PUTTOCKS CLOSEPUTTOCKS DRIVE (M) BU DELLSOME LANE A1 WESTFIELD

VINCENZO CLOSE Welham Green GRUBBS LANE KENTISH LANE

BUSHWd. CL. TOLLGATE ROAD The OLDS F SOMERS SQUARE R NASH CLOSE

A CHURCHILLB CRESCENT

DELLSOME LANE SOMERS ROAD Dixons HOLLOWAYSRailway LANE Station SKIMPANS CL. Firs FOXES L.

WELHAM CLOSE S OSE

W L E CONING C M S Y B

A BULLS LANE I TOLLGATE ROAD D

LY AD O

R

D P E A THOR Hill Road B W SI E L H NOR A M M A DIXONS HILL RO Bulls Cock o' Bell NEW PARK ROAD

201 BELL LANE

BELL LANE Lane The North THE DRIVE Lane

DIXONS HILL CLOSE

UPLAND DRIVE STATION ROAD BrookmansPINE GROVE

GREAT NO

R POTTERELLS T Brookmans H ROAD TOLLGATE ROAD Potterells Park Golf Park Course

GOLF CLUB ROAD

PEPLINS CLOSE

BROOKMANS AVENUE BRADMORE LANE BRADMORE WAY ST MARY'S CHURCH ROAD Kentish PEPLINS WAY GEORGES WOOD ROAD

S D CARBONE HILL GREEN N PARK CLOSE MOFFATS CL. A C MOFFATS LANE L LO UB S SHR E BRADMOREBradmore GREENTHE CLOSE Green Brookmans Park CALDER AVENUE STATION CLOSE HOME FARM ROAD Lane

THE GROVE GREATWOOD

WOODLANDS OAKLANDS AVENUE Railway Station Bluebridge MYMMS DRIVE

WESTLAND DRIVE

ABDALE HOMEWOOD LANE

OAKLANDS AVENUE BLUEBRIDGE AVENUE LANE BLUEBRIDGE ROAD Avenue Mymms THE RIDGEWAY

THE GARDENS A1(M) BRADGATE

SHEPHERDS WAY SHEEPWELL COTTAGES THE RIDGEWAY

WARWICK CLOSE COULTER CLOSE

WARWICK AVENUE Drive CHAPEL CLOSE

WARRENGATE ROAD

HANYARDS LANE

A1(M)

NEW CO Swanley Cuffley

T Boltons T A G ES L A

N E Hawkshead HAWKSHEAD LANE SWANLAND ROAD 201 Bar Lane ORCHARD WAY Lane Park SWANLEYSWANLEY CRESCENT BAR LANE Swanley Bar Lane WELL ROAD

VINEYARDS ROAD

WE

L L R SE O O AD Hail & WAIRideN C L JUDGES HILL

FAIRVIEW HAWKSHEAD ROAD Potters CHESTER CLOSE

OSBORNE GARDENS PottersROAD SPEYHAWK PLACE CRANBORNE

KERDISTONEHEATH CLOSE ROAD NORTHAW PL. COOPERS LANE ROSSOAKS LANE Bar Golf

HEATH CLOSE

SE ROSE SCHOOLMEAD ROAD OSBORNE ROAD O L CHURCH LANE NEWLANDS WAY C

GREEN R CLOSE HEATH ME NOR AD T Course O BR HAW RO W OA COOPERS ROAD DWATER VICARAGE DRIVE GRANGEWOOD CRANME A WESTWd. THORNTON ROAD D WE THE M T S CL. N T WARRENGATE L. Bar O U © 2008 NAVTEQ/PTV AG/Map&Guide 1 km 2 km 3 km 4 km

DS10058 - \\DS10058\trswad12 - MapServer (10.0.28.1) - 16.04.14 09:12.23 - set-07201C(1).y08 (inbound) - 2 - Route map for Uno service 242 (outbound)

T

B E ES SEME WATTON ROAD

STRE R R O A D

BALDOCK LAMER LANE

A1(M)

BALDOCK STREET

CODICOTE ROAD HIGH LOWER LUTON ROAD A1(M) STREET BESSEMER ROAD

STATION ROAD

CORY WRIGHT WAY Waterside WareBRIDGE FOOT

TREET S Business HIGH RIVER LEA HERTFORD ROAD

VIADUCT ROAD 242 Royal MailHazel RIVER RIB

NORTH ROAD

ASH Wheathampstead Parks North LONDON ROAD

Brocket Hall WARE ROAD D Grove OA ER R SSEM Depot BE

THE HILL Golf Course A1(M) Waitrose Peartree

BESSEMER RD. MIMRAM

RIVER BEANE IndustrialWindhillBLACK FAN ROAD N O RTH Watchlytes R Broadwater Road OAD Great

MARFORD ROAD Area WARE ROAD

A414 A1(M) Poplars Brocket Bus A414

GASCOYNE WAY LONDON ROAD Bericot Way OAD GASCOYNE WAY R HertfordURY FORDB BLACK FAN ROAD TING HER Park HERTINGFORDBURY ROAD LONDON ROAD Amwell GASCOYNE WAY AMWELL HILL

HERTINGFORDBURY ROAD DAB. FOXHOLES R

A1(M)

RIVER LEA Station BROADWATER ROAD Little

B651 BLACK FAN ROADBirchall Wood A414

PEPPER HILL Welwyn Garden City Gannett A414 Stanstead Abbotts

BROCKET ROAD

Stanborough Park BIRCHALL LANE A1(M) Archers Ride St Margarets A414

CHEQUERS Howlands House WARE ROAD Briggens House A414 Boundary Ryelands A414

A414 Hotel Golf Course 242 RIVER LEA CHEQUERS Queen Elizabeth II Hospital A1(M) Lane

A414

HIGH STREET

A6129

HATFIELD ROAD WARE ROAD

Hollybush Lane A10

HATFIELD ROAD

GREAT NORTH RD.

A1(M)

RIVER STORT Sandridge Mill Green Golf Course A10

A1(M) HERTFORD ROAD LANE

HERTFORD ROAD

Hatfield GREEN Lodge MILL

A414 CHEQUERS ST ALBANS ROAD Business

COMET WAY Museum A1(M) RD ROAD O

ERTF H Park Drive WARE ROAD Roydon

A1(M) Memorial Hatfield

Hatfield A1170

COMET WAY

A10

A10 St Albans HATFIELD TUNNEL Hall Railway Station HoddesdonA1170

ASDA CHARLTON WAY

CHARLTON WAY Road WestCOMET WAY HATFIELD TUNNEL Essendon

Gracemead House HIGH STREET The 242 Hatfield London

A1(M)

GREAT NORTH ROAD Galleria St Etheldreda's Country Club HIGH STREET HATFIELD ROAD Meadow

A1(M) COMET WAY Drive

CO M ET WAY Dell StHATFIELD ROAD Oxlease Albans Cooks Way Hertfordshire Golf

ROEHYDE WAY Drive SOUTH WAY & Country Club

HIGH ROAD BROXBOURNE SOUTH WAY Marshmoor Cottages

A1(M) Millwards HIGH ROAD BROXBOURNE Lower NORTH ORBITAL ROAD

A1(M)

NORTH ORBITAL ROAD

Colney GREAT NORTH ROAD Duke's Ride Lodge A1(M) The Rookery Nazeing Nazeing LONDON ROAD Golf Heath Dixons Wormley Course

242 WORMLEY LONDON ROAD Welham Green Railway Station HIGH ROAD

NFORD

R

U

T

Hill Road ROAD

HIGH

ROUNDABOUT

COLNEY

LONDON

NORTH ORBITAL ROAD A10 D R

TURNFO NORTH ORBITAL ROAD D A O A10 Brookmans Macintosh HIGH R Bulls 242

BRIDGE ROAD

M A

T C Smiths A E Lane Potterells Park Close GR London Lane Park & Golf Course

Bradmore GREAT NORTH ROAD Green Hammond Close LONDON COLNEY BY PASS 242 Colney LONDON COLNEY BY PASS Brookmans Park Cuffley Oaklands Road Peakes Lane A1081 Bluebridge Avenue 242 Cuffley GREAT CAMBRIDGE ROAD BELL LANE Railway Station Station School A1(M) Swanley Crescent Railway Station Granby Park Road Hawkshead Northaw House Road Sports GREAT CAMBRIDGE ROAD Lane Boltons Osborne Road Two Brewers Athenia Close ClaremontElgin Road A1(M) Park Ground Burton Colesgrove The Crocodile

HATFIELD ROAD Mount Grace School Northaw Road West 242 Byng Drive Hatfield Road Lane Farm Old Pond Potters Bar The Avenue Park King Arthur Court Cattlegate The

HIGH STREET Road Railway Station 242 Road Theobalds Grove Railway Station

Cask & Stillage Roman UrnWINSTON CHURCHILL WAY Shenley HIGH STREET

MONARCHS WAY

TREET DGE S SOUTHGATE ROAD HIGHBRI Waltham Porters Park Tesco The Bus STATION ROAD M25 Golf Course GREAT CAMBRIDGE ROAD

AY M25 CHS W AR 242 MON

T 242 E E

R

T

A121 GH S I Vine H A1 Abbey A1010 Station

HERTFORD ROAD

STAGG HILL Radlett ST ALBANS ROAD Potters Bar Crews Hill RIVER LEE BULLSMOOR LANE

A1 GREAT CAMBRIDGE ROAD Rammey WOODRIDDEN HILL ST ALBANS ROAD HONEY LANE WATLING Golf BARNET ROAD MOLLISON AVENUE

THE RIDGEWAY HONEY LANE S TREET Whitewebbs Park A121 London A121

GREAT CAMBRIDGE ROAD Marsh Course A121 Whitewebbs Golf Course MOLLISON AVENUE © 2008 NAVTEQ/PTV AG/Map&Guide 2.5 km 5 km 7.5 km 10 km

DS10057 - \\DS10057\trswad12 - MapServer (10.0.28.1) - 14.04.14 12:23.17 - set-07242K(-1).y08 (outbound) - 1 - Route map for Uno service 242 (inbound)

A1(M) BALDOCK STREET ASH

CODICOTE ROAD

LOWER LUTON ROAD

LAMER LANE

BESSEMER ROAD

HIGH STREET

STATION ROAD CORY WRIGHT WAY

RIVER LEA

HIGH STREET

A1(M)

242 HERTFORD ROAD

Royal Mail WareVIADUCT ROAD Mundells RIVER RIB

LONDON ROAD

NORTH ROAD Wheathampstead MUNDELLS

ASH THE HILL Depot

WARE ROAD

Brocket Hall A1(M)

ROAD BESSEMER Windhill Golf Course 242

A1(M) BLACK

RIVER BEANE Bus BESSEMER ROAD FAN R O BusinessAD Parks South

MIMRAM NO RTH R OAD Great MARFORD ROAD WARE ROAD Station Poplars A414

A414

Brocket RIVER LEA Broadwater

LONDON ROAD GASCOYNE WAY ROAD URY HertfordORDB F TING HER Park HERTINGFORDBURY ROAD LONDON ROAD GASCOYNE WAY AmwellAMWELL HILL

HERTINGFORDBURY ROAD DAB. FOXHOLES R

BROADWATER ROAD Watchlytes BL A C Welwyn Road K FAN ROAD B651

A414 BROADW ATER ROAD OUGH ROAD

STANBOR

A414 PEPPER HILL BLACK Stanstead Abbotts ThistleFAN ROAD Grove Garden City Little Gannett COLE GREEN LANE

A1(M) CHEQUERS Sheepcote

BROCKET ROAD STANBOROUGH ROAD Cole Green Lane St Margarets A414

WARE ROAD Briggens A1(M) BoundaryHowlands Queen Elizabeth II Hospital A414 House A414

B197

House A414 Hotel Golf

A1(M) Lane RIVER LEA

A414

HIGH STREET

A6129 Course RyelandsHollybush HATFIELD ROAD WARE ROAD

HATFIELD ROAD A1(M) Mill Green RIVER STORT Sandridge A10

Golf Course LaneHERTFORD ROAD

GREEN LANE

A1(M) HERTFORD ROAD Hatfield Lodge MILL A10

A414 CHEQUERS ST ALBANS ROAD Business COMET WAY A1(M) Museum Drive WARE ROAD Park HERTFORD ROAD Roydon

A1(M) Memorial The Ryde Hatfield A1170

COMET WAY

A10

A10 St Albans HATFIELD TUNNEL Hall HoddesdonA1170

Gracemead House CHARLTON WAY

Road West Essendon CHARLTON WAY

COMET WAY

HIGH STREET The HATFIELD TUNNEL 242 ASDA Hatfield London

A1(M)

GREAT NORTH ROAD Galleria St Etheldreda's Drive Country Club HIGH STREET HATFIELD ROAD Meadow Dell

COMET WAY St A1(M) St Philip Howard School

OxleaseA1(M) Drive A1001

HATFIELD ROAD Cooks Way Albans ROEHYDE WAY Hertfordshire Golf

A1(M) & Country Club SOUTH WAY Millwards HIGH ROAD BROXBOURNE SOUTH WAY

SOUTH WAY

GREAT NORTH ROAD HIGH ROAD BROXBOURNE Lower NORTH ORBITAL ROAD Marshmoor Cottages Duke's Ride Lodge

NORTH ORBITAL ROAD

A1(M) Nazeing LONDON ROAD The Rookery Nazeing Colney Golf Dixons Welham Green Railway Station Wormley Course

242 WORMLEY LONDON ROAD Heath 242 HIGH ROAD

D

R

NFO Hill Road R U

T

ROAD

HIGH

ROUNDABOUT

COLNEY

LONDON

A10 D R NORTH ORBITAL ROAD

TURNFO D NORTH ORBITAL ROAD A O A10 HIGH R

GRE

A Macintosh Bulls T Brookmans NORTH R O A D

BRIDGE ROAD

M Potterells Cheshunt Park & A T C Smiths A E Lane Close GR London Park 242 Golf Course GREAT CAMBRIDGE ROAD LONDON COLNEY BY PASS Bradmore Green Lane Hammond Close Colney LONDON COLNEY BY PASS Brookmans Park Bluebridge Avenue Oaklands Road

A1081 Athenia Peakes Lane

GREAT CAMBRIDGE ROAD BELL LANE Railway Station Cuffley Station School

A1(M) Boltons Park Road Close WheelwrightsBrookfield Lane

Theobald's GREAT CAMBRIDGE ROAD Hawkshead Osborne Swanley Crescent Sports 242 Road Mount Grace School Road Robinson Avenue The Jolly Bricklayers

A1(M) Lane The Avenue Two Brewers Ground BurtonColesgrove

HATFIELD ROAD Bishops' College Church Road Park Road Cattlegate Road Byng Lane Farm Old Potters Bar Railway Station 242 Coopers Lane Drive Cask & Northaw The Roman Urn Pond HIGH STREET Torrington Potters Bar 242 Stillage Road West

WINSTON CHURCHILL WAY

Drive HIGH STREET Porters Park Shenley TescoSOUTHGATE ROAD Theobalds Grove Railway Station The Vine

Darkes MONARCHS WAY

RIDGE ROAD

B M Waltham REAT CA Golf Course G

242 SOUTH

G

A

T Lane E ROAD

THE RIDGEWAY CHS WAY AR MON M25 M25 Bus Station Cheshunt T

STAGG E A121 E

R

HILL T BARNET ROAD

GH S I H Abbey A1 Radlett A1010

HERTFORD ROAD

ST ALBANS ROAD

STAGG HILL RIVER LEE

WATLING STREET BULLSMOOR LANE

A1 Crews Hill Rammey HONEY LANE ST ALBANS ROAD Whitewebbs Whitewebbs MOLLISON AVENUE

THE RIDGEWAY HONEY LANE

D A121 242A

E RO Golf Course G London A121

AMBRID Park Golf Course C Marsh A121

TONE ROAD

S REAT D

R G

SEWA Wrotham Park MOLLISON AVENUE © 2008 NAVTEQ/PTV AG/Map&Guide 2.5 km 5 km 7.5 km 10 km

DS10057 - \\DS10057\trswad12 - MapServer (10.0.28.1) - 14.04.14 12:23.18 - set-07242K(-1).y08 (inbound) - 2 - Route map for Centrebus South service 304 (outbound)

CLOTHALL ROAD

A505

LETCHWORTH GATE

BALDOCK ROAD

HIZ A1(M)

A505

B197 The Priory A1(M) HITCHIN ROAD

B197 LetchworthLETCHWORTH GATE

LETC H CAMBRIDGE ROAD W O R T H GATE

304 A505

BEDFORD ROAD School A507 Letchworth A505 B197

Golf Course A1(M) OUGHTON Hitchin CAMBRIDGE ROAD

BE

D

FORD

R OAD Angel's Reply 304 B197 Wellingham BEDFORD ROAD Weston

BUNYAN ROAD FISHPONDS ROAD

BEDFORD ROAD Grammar RIVER PURWELLSchool Walk Avenue A1(M)

OLD PARK ROAD Fishponds A1(M)

USE STREET HO TILE UPPER 304 Chesfield Downs

QUEEN ST. WaitroseOFFLEY ROAD Road Golf Course

PARKWAY

MOORMEAD HILL

A505 PARK STREET

A505 B1037 Bridge HITCHIN HILL St Mary's Square

LONDON ROAD

STEVENAGE ROAD

Street HIGH STREET Newlands Lister Avenue A1(M)

New England GRAVELEY ROAD

GRAVELEY ROAD

WHITE HILL A602

A602 Lane A1(M) South Beds Close HITCHIN ROAD

A1(M)

HITCHIN ROAD

Golf Club London Road HIGH STREET

MARTINS WAY MARTINS WAY

304 HITCHIN ROAD

MARTINS WAY

HITCHIN ROAD VERITY WAY Crossroads MARTINS WAY STEVENAGE ROAD Walkern

BEECH HILL Crossroads HITCHIN ROAD

GUNNELS WOOD ROAD

BARTON ROAD

FAIRLANDS WAY FAIRLANDS WAY

BEECH HILL

HIGH STREET

LYTTON WAY LYTTON FAIRLANDS WAY

Y JAMES WA

GUNNELS WOOD ROAD The LYTTON WAY

BARTON ROAD

Rusty Gun GUNNELS WOOD ROAD Stevenage

HITCHIN ROAD

A1(M)

GUNNELS WOOD ROAD

NEW BEDFORD ROAD LYTTON WAY

LONDON ROAD FAIRLANDS WAY FAIRLANDS WAY FAIRLANDS WAY

HITCHIN ROAD FAIRLANDS WAY

A1(M) WAY FAIRLANDS

NEW BEDFORD RD. FAIRLANDS WAY

LYTTON WAY

GUNNELS WOOD ROAD LYTTON WAY

ROAD

NEW BEDFORD ROAD HITCHIN Monk's SIX HILLS WAY

B651

Gunnels Wd. Park MONK SIX HILLS WAY S

WOOD

WAY SIX HILLS WAY STOPSLEY WAY Wood Stevenage

WAY

NEW BEDFORD RD.

STOPSLEY

STOCKINGTONE RD. STOCKINGSTONE ROAD

MONTROSE AVENUE

MONKSWOOD WAY RetailGUNNELS WOOD ROAD Park

Strathmore Lodges GUNNELS WOOD ROAD BROADHALL WAY

BROADHALL WAY STOCKINGSTONE

VAUXHALL WAY

AY

HITCHIN ROAD

ROAD W BROADHALL WAY

OOD Luton W BROADHALL WAY

ONKS

M

BROADHALL WAY BROADHALL WAY BROADHALL WAY Arms BROADHALL WAY

LON Arlington DON R A1(M) O AD

NEW BEDFORD ROAD

LO

VAUXHALL WAY N DO

Business ParkN

ROAD

BROADHALL WAY The Maidens A1(M)

GR. RDAB.

EATON

HATTERS WAY TELFORD WAY London DUNSTABLE ROAD

WHITWELL ROAD South Lodge BROADHALL WAY

VAUXHALL WAY

DUNSTABLE ROAD GEORGE STREET Luton

IDE SQUARE C S H E A P Head

STUART STREET KING STREET Motor

PA RK STR EET

A602

RIVER BEANE HIGH STREET

WINDMILL ROAD CHAPEL VIADUCT AirportLuton

PARK VIADUCT RDAB. A602 PARK VIADUCT CASTLE ST. Vehicle

KIMPTON ROAD

WINDMILL ROAD STEVENAGE ROAD Airport Strathmore HORN HILL

KIMPTON ROAD War Memorial Works HOOKS CROSS

B656

GIPSY LANE

A1081

A602 PARKWAY Road

LOWER HARPENDEN ROAD King George's Way

AIRPORT WAY AIRPORT WAY Knebworth

B651 Watton A602

RIVER LEA Stockwood Park Hitchin Road LONDON ROAD Golf Centre

A1(M)

Wd.

RDAB.

LONDON ROAD

KIDNEY 10A Lloyd at Stone

M1 Footpath

A1(M)

HITCHIN ROAD M1 Way Codicote

LOWER HARPENDEN ROAD Datchworth

HIGH STREET Luton The White Horse HIGH STREET

MARDLEY HILL

LONDON ROAD The Boot Road Oaklands

A1(M) GREAT NORTH ROAD

Beech Way GREAT NORTH ROAD The CODICOTE ROAD

MIMRAM

A1(M)

GREAT NORTH ROAD

Lodge WELWYN BYPASS ROAD Tewin LINK ROAD The Slype A1(M) The Lamerwood Country Club Welwyn Wood

HERTFORD ROAD

BYPASS RD.

WELWYN

Broadway Lamer Park HERTFORD ROAD

LAMER LANE Digswell LUTON ROAD

A1(M)

A5

LOWER LUTON ROAD

BESSEMER ROAD A5 Lamer Lodge

A5 St Helen's A1(M)

DUNSTABLE ROAD

CODICOTE ROAD

A1(M)

STATION ROAD

BESSEMER ROAD Harpenden GardenCORY WRIGHT WAY Court Peartree HIGH STREET Church RIVER LEA

ST ALBANS ROAD

Redbourn HIGH STREET Aldwickbury IndustrialBESSEMER ROAD Golf Course Park Golf Area

Walnut BESSEMER ROAD St Helens School Brocket MUNDELLS

THE HILL

A5183 Course Hall Golf A1(M) ST ALBANS ROAD Course Court BLACK FAN ROAD A1(M) Welwyn

ST ALBANS ROAD

REDBOURN LANE

MARFORD ROAD Harpenden Common The Wicked Hill Dyke Brocket A5183 Garden

BROADWATER ROAD BLACK FAN ROAD Harpenden Golf Course Road Park RIVER LEA

Lady B651

ST ALBANS ROAD Redbourn Golf Course BROADWATER ROAD BLACK FAN ROAD A414 STANBOROUGH ROAD

A1(M)

ST ALBANS ROAD

City COLE GREEN LANE A414

BROCKET ROAD

BIRCHALL LANE

B487 BIRCH

AL Langley L LANE

A1(M)

STANBOROUGH ROAD

ST ALBANS ROAD

CHEQUERS St Leonard's Stanborough A414

Grove B197

A414

M1

CHEQUERS Church ParkA1(M)

M1 Reynolds A6129 HATFIELD ROAD HEMEL HEMPSTEAD ROAD

HATFIELD ROAD

COMET WAY G REA

HIGH STREET T NORT

H ROAD Sandringham Crescent A1(M) HERTFORD ROAD

MOUNT P Mill Green LEASANT A414 LANE MILL GREEN LANE HERTFORD ROAD

A414

RIVER LEA ST ALBANS ROAD

OAD R N

A1(M) COMET WAY REDBOUR Crescent Golf Course

Sandridge Gate Business Centre HERTFORD ROAD

A1(M)

WAY Seymour COMET

COMET WAY

GREAT NORTH ROAD Boundary Hatfield HATFIELD TUNNEL Hemel REDBOURN ROAD RoadHARPENDEN ROAD Business HATFIELD TUNNEL Hatfield London

D A

E RO G ID Hempstead R D N SA Road GREAT NORTH ROAD ParkT S E D W NS ROA Industrial St Peter's Ryecroft Acrewood ST ALBA Country Club

STONECROSS Chime Square Estate AVENUE ROAD Hatfield

A1(M) GREAT NORTH ROAD

COMET WAY

C A THER HATFIELD ROAD INE S TREET Court W. BREAKSPEAR WAY Street BREAKSPEAR WAY ST PETER'S STREET

HATFIELD ROAD

BREAKSPEAR WAY

ET E R T S S ST PETER' 304

T E Police E R St Albans City Railway Station T S R E U A1(M) HIG H HEQ STREET C

AD ROAD E

HOLYWELL HILL MPST E L H E M HE

A414 Station LONDON ROAD Ashley Nicholas Breakspear School Grounds SOUTH WAY

SOUTH WAY

NORTH ORBITAL ROAD GREAT NORTH ROAD LEVERSTOCK GREEN ROAD Lattimore HEMEL HEMPSTEAD ROAD

NORTH ORBITAL ROAD

ROEHYDE WAY CrookedA1(M) Billet

ILL St H Road PHEN'S TE ST S

A414

LONDON ROAD HEMEL HEMPSTEAD ROAD Road Sleapcross Roestock Knolles Albans Crescent WATLING STREET 304 Gardens Lane

LONDON ROAD

PARK ST. RDAB. Hall ROUNDABOUT Roestock COLNEY 304 NORTH ORBITAL ROAD LONDON Fellowes Dixons Hill Road NORTH ORBITAL ROAD

GREAT NORTH ROAD WATLING STREET Gd. Chiswell GreenNORTH ORBITAL ROAD Lane #1 Swanland Road Lane A1(M)

LONDON COLNEY

B LondonY PAS

PARK STREET S NORTH ORBITAL ROAD How War Brookmans LONDON COLNEY BY PASS 304 NORTH ORBITAL ROAD Colney FROGMORE

A1(M)

A1081 NORTH ORBITAL ROAD Wood Memorial

M25 Park

M25

BELL LANE

NORTH ORBITAL ROAD Cuffley

M25 M25 © 2008 NAVTEQ/PTV AG/Map&Guide 2.5 km 5 km 7.5 km 10 km

DS10057 - \\DS10057\trswad12 - MapServer (10.0.28.1) - 14.04.14 13:21.02 - set-07304H(1).y08 (outbound) - 1 - Route map for Centrebus South service 304 (inbound)

CLOTHALL ROAD

BEDFORD ROAD

A505

LETCHWORTH GATE

BALDOCK ROAD

A1(M)

HIZ A505

A6

B197

A1(M)

BEDFORD ROAD

HITCHIN ROAD

B197 304 Hitchin LetchworthLETCHWORTH GATE

LETC H CAMBRIDGE ROAD W O R T H GATE

A505

Barton A507 Letchworth A505 The Priory B197 Wellingham Avenue Golf Course A1(M) le Clay OUGHTON School

CAMBRIDGE ROAD BE

D

FORD

R

OAD

B197

BEDFORD ROAD Weston

FISHPOND S ROAD Fishponds Road RIVER PURWELL

BEDFORD ROAD

Angel's Reply A1(M)

WALSWORTH ROAD

OLD PARK ROAD BEDFORD

ROAD

A1(M)

QUEEN STREET PAYNES PARK

USE STREET HO TILE Bancroft UPPER Chesfield Downs 304 West OFFLEY ROAD Golf Course PARKWAY PARK STREET Bridge Street A505

HITCHIN HILL

STEVENAGE ROAD

B1037

Hill LONDON ROAD New England

HIGH STREET Lister Close A1(M)

Avenue GRAVELEY ROAD

GRAVELEY ROAD

WHITE HILL

A602

A1(M)

A602 South Beds 304 HITCHIN ROAD

A1(M)

HITCHIN ROAD

B

A

R TON ROAD London Road Golf Club HIGH STREET

BARTON ROAD

MARTINS WAY MARTINS WAY

HITCHIN ROAD

Crossroads MARTINS WAY

HITCHIN ROAD VERITY WAY

MARTINS WAY STEVENAGE ROAD Walkern

BEECH HILL

BARTON ROAD Crossroads

HITCHIN ROAD

GUNNELS WOOD ROAD

FAIRLANDS WAY FAIRLANDS WAY

BEECH HILL

HIGH STREET

BARTON ROAD

LYTTON WAY LYTTON FAIRLANDS WAY

Y JAMES WA

GUNNELS WOOD ROAD LYTTON WAY

BARTON ROAD

GUNNELS WOOD ROAD Stevenage

HITCHIN ROAD The

GUNNELS WOOD ROAD

NEW BEDFORD ROAD LYTTON WAY

FAIRLANDS WAY FAIRLANDS WAY FAIRLANDS WAY

HITCHIN ROAD FAIRLANDS WAY A1(M)

WAY FAIRLANDS

NEW BEDFORD RD. FAIRLANDS WAY Rusty Gun LYTTON WAY

A1(M)

LONDON ROAD

GUNNELS WOOD ROAD LYTTON WAY

B651

ROAD

NEW BEDFORD ROAD HITCHIN Monk's SIX HILLS WAY

Gunnels Wd. Park MONK SIX HILLS WAY S

WOOD

WAY SIX HILLS WAY STOPSLEY WAY Stagenhoe Wood Stevenage

STOPSLEY WAY

NEW BEDFORD RD.

STOCKINGTONE RD. STOCKINGSTONE ROAD

STOCKINGSTONE ROAD

MONTROSE AVENUE

VAUXHALL WAY

MONKSWOOD WAY RetailGUNNELS WOOD ROAD Park HITCHIN ROAD Lodges

GUNNELS WOOD ROAD

BROADHALL WAY

BROADHALL WAY

AY

W BROADHALL WAY

OOD

W BROADHALL WAY

ONKS

M VAUXHALL WAY BROADHALL WAY BROADHALL WAY BROADHALL WAY Luton Strathmore Arms BROADHALL WAY

LON Arlington DON R A1(M) O AD

NEW BEDFORD ROAD

LO

VAUXHALL WAY N DO

Business ParkN

ROAD South Lodge BROADHALL WAY

A1(M)

WHITWELL ROAD

GR. RDAB.

EATON

HATTERS WAY TELFORD WAY London DUNSTABLE ROAD

BROADHALL WAY

VAUXHALL WAY Strathmore

DUNSTABLE ROAD GEORGE STREET Luton

IDE SQUARE C S H E A P The Maidens Head RIVER BEANE

STUART STREET KING STREET Motor

PA RK STR EET HIGH STREET

A602

WINDMILL ROAD CHAPEL VIADUCT AirportLuton

PARK VIADUCT RDAB. A602 PARK VIADUCT CASTLE ST. Vehicle Road

KIMPTON ROAD

WINDMILL ROAD STEVENAGE ROAD Airport HORN HILL

KIMPTON ROAD Works King George's Way HOOKS CROSS

B651

GIPSY LANE

A1081

A602 B656

PARKWAY

LOWER HARPENDEN ROAD AIRPORT WAY AIRPORT WAY Hitchin Road

Knebworth WattonA602 Stockwood Footpath

RIVER LEA Park Golf LONDON ROAD Centre at

A1(M)

Wd.

RDAB.

LONDON ROAD

KIDNEY

10A

M1

A1(M)

M1 Stone

The BootHITCHIN ROAD

LOWER HARPENDEN ROAD Datchworth

Luton HIGH STREET HIGH STREET Lloyd Way Codicote

MARDLEY HILL

LONDON ROAD Road The Lodge Oaklands

A1(M) GREAT NORTH ROAD

GREAT NORTH ROAD

CODICOTE ROAD

Beech Way A1(M)

GREAT NORTH ROAD MIMRAM

LUTON ROAD WELWYN BYPASS ROAD Tewin LINK ROAD The The Slype WelwynA1(M) Wood

HERTFORD ROAD

BYPASS RD.

WELWYN

Broadway Lamer Park HERTFORD ROAD Lamerwood Country Club Digswell

A1(M)

LAMER LANE

A5

LOWER LUTON ROAD

BESSEMER ROAD A5 Harpenden Lamer Lodge

A5

A1(M)

DUNSTABLE ROAD

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A1(M)

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ST ALBANS ROAD St Helen's Church Redbourn HIGH STREET IndustrialBESSEMER ROAD Golf Course Area St Helens School Walnut Brocket BESSEMER ROAD MUNDELLS

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A5183

Hall Golf A1(M) ST ALBANS ROAD Course BLACK FAN ROAD Court A1(M) Welwyn

MARFORD ROAD

ST ALBANS ROAD Hill Dyke Brocket REDBOURN LANE The Wicked A5183 Garden

BROADWATER ROAD BLACK FAN ROAD Harpenden ST ALBANS ROAD Lady Road Park RIVER LEA Redbourn Golf Course BROADWATER ROAD BLACK FAN ROAD A414 STANBOROUGH ROAD

A1(M)

ST ALBANS ROAD Harpenden Common B651 City COLE GREEN LANE A414

BROCKET ROAD

BIRCHALL LANE

B487 Golf Course BIRCH AL L LANE

A1(M)

STANBOROUGH ROAD

ST ALBANS ROAD

M1 Langley

CHEQUERS

A414

M1 Village Stanborough B197 Grove A414

CHEQUERS ParkA1(M)

A6129

HATFIELD ROAD HEMEL HEMPSTEAD ROAD Hall Reynolds

HATFIELD ROAD

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Sandringham A1(M) Crescent HERTFORD ROAD

MOUNT P Mill Green LEASANT A414 LANE MILL GREEN LANE HERTFORD ROAD

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Sandridge Gate Business Centre HERTFORD ROAD Seymour Hatfield A1(M)

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Hempstead AD O R E HATFIELD TUNNEL RIDG WEST D N ST ALBANS ROAD GREAT NORTH ROAD A S Road

ST ALBANS ROAD WEST Country Club Industrial St Peter's Colney ST ALBANS ROAD WEST

STONECROSS Chime Square Estate AVENUE ROAD

T E RE Hatfield T A1(M)

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BREAKSPEAR WAY GREAT NORTH ROAD Street COMET WAY BREAKSPEAR WAY Heath Lane BREAKSPEAR WAY Cemetery HEMEL HEMPSTEAD ROAD

HATFIELD ROAD

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T OCK G T E E R R T EEN S R E W U AY HIGH HEQ STREET C LONDON ROAD Acrewood Way

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Granville Road A1(M)

304 SOUTH WAY 304 HEMEL HEMPSTEAD ROAD Ryecroft Court A1(M) SOUTH WAY Police Ashley SOUTH WAY GREAT NORTH ROAD

Lattimore NORTH ORBITAL ROAD LEVERSTOCK GREEN ROAD

A414

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S HILL HEN' EP T StationST S Road RoadLONDON ROAD Dixons HEMEL HEMPSTEAD ROAD Sleapcross Roestock A414 St Albans Gardens Lane #1 Hill Road

WATLING STREET Chiswell LONDON ROAD 304

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WATLING STREET Welham Green Railway Station ROUNDABOUT

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NORTH ORBITAL ROAD LONDON Hall NORTH ORBITAL ROAD Fellowes NORTH ORBITAL ROAD Tollgate

NORTH ORBITAL ROAD Green Lane Gd. Swanland Road GREAT NORTH ROAD Farm A1(M)

LONDON COLNEY

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LondonBY PASS NORTH ORBITAL ROAD How 304 War Brookmans

NORTH ORBITAL ROAD

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FROGMORE Colney A1(M)

A1081 NORTH ORBITAL ROAD Wood Memorial

M25 Park M25

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NORTH ORBITAL ROAD M25 M25 © 2008 NAVTEQ/PTV AG/Map&Guide 2.5 km 5 km 7.5 km 10 km

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N WATFORD ROAD I Crescent R G HEATHSIDE PRIORY WALK E CROSBY CLOSE ELD WAY R S FI R Y L. L SWALLOW LANE SE A1(M) A HOU TYTTENHANGER GREEN PIT HIXBE Welham Green COTTONMILL LANE NE HUDSON CLOSE ST VINCENT DRIVE 305

WILSHERE AVENUE LO HOUSE CT. T SE Heath HALL GA M CO T MILE HOUSE C NELSON AVENUE O CLOSE D VICARAGE C IVE N LOSE R BLAKE CLOSE U E U ADMIRALS WALK TT R Lane #1 N A R C O MAYNARDCYRILS WAY DRIVE R OLD MILE TB D IVE

E R C D WALLINGFORD WALK

N N NIGH GRUBBS LANE THE CLOSE HIGHFIELD PARK DRIVE R FALSTAFF GD. HIGH STREET ON CLOSE DENS POOLEYS LANE RT T ROESTOCK LANE E AND CLOSE IN LAURELSFIELD L G ETORIA L W A L LANE A E E PEMB O N R SE P

TRUMPINGTO MILE HOUSE LANE PARKW. CT. PARSONAGE ROAD MIDWAY 305 TAVISTOCK AVENUE NURSERY COTTAGES C WOODSIDE LANE NORMAN CL. ALS LO SAVOY MEWS BENN MEADWAY IR S

CHAPEL PLACE M E Railway Station E T D Crooked PARSONAGE LANE T S A C TRE LEAF WAY LOSE N WESTFIELD ESS CE ABBOTS AVENUE OLD OAK FELLOWES LANE SIN VESTA AVENUE PUTTOCKS CLOSE LANE PUTTOCKS DRIVE (M) BU DELLSOME LANE A1 NEW HOUSE PARK The S NETHERWAY IN BRINKLOW COURT S AVENUE WEST NEW BARNES AVENUE G VINCENZO CLOSE CROSSFIELDS WATLING VIEW OT BB A HUG NASH CLOSE FERNECROFT MANDEVILLE DRIVE DIXONS HILL ROAD ALLANDALE BUSHWd. CL. TOLLGATE RD. LDS BULLENS GREEN LANE O F SOMERS SQUARE TITHE BARN CLOSE TAVISTOCK CL. R

Highfield Fellowes Lane A

GORHAM DRIVE HIGHFIELD PARK DRIVE CHURCHILLB E Billet CRESCENT HOLLOWAYS LANE U EN HERONS WAY WHITECROFT AV N NORTH ORBITAL MEADOWCROFT O CLOISTER GARTH

SOMERS ROAD GILLIAN AVENUE Plough DELLSOME LANE

CREIGHT BOOTHS CLOSESKIMPANS CLOSE

DEACON CLOSE COMMERCIAL PARK A414 LECTERN LANE NUNS LANE MITC Dixons MARTYR CLOSE 305 WATLING STREET FOXES L. ASHBY GARDENS H TH WS E O ALDERMAN CL. L E L KEMPE CLOSE L CLOSE W IL Lane GREAT NORTH ROAD ASHDALES BUTTERFIELD LANE CHARKHAM MEWS WELHAM CLOSE ROBERT AVENUE S BUTT FIELD VIEW OSE OD CRESCENT BIRKLANDS PARK W L

O E WARREN ROAD R CONING C

M Y MU HOLY S B RE S CLOSE A A414 H THE FIRS I O W D LAND GARTH LY NIGHTINGALE LANE AD HIGHFIELD LANE O

R

RP E THO LONDON ROAD B NK THE POPLARS Hill RoadW SI Bulls A B E BY L CONINGS H A NOR RAGGED HALL LANE Tollgate M M A BULLS LANE

COURSERS ROAD

HAWTHORN WAY STRE RK ET A RO P U BIRKLANDS LANE N DABOUT BELL LANE E N

BELL LANE THE PASTURES LA HOLLYBUSH AVENUE N FOURTREES Lane GREE LONDON TOLLGATE ROAD E 305

S UPLAND DRIVE O ROUNDABOUT CORBY CLOSE NAPSBURY LANE R O COLNEY Farm AD

RIVE B5378

D WEST AVENUE LONDON 305 S NORTH CL NORTH ORBITAL ROAD N EAST CLOSE CHERRY CARDINAL PLACE HILL CKMA U NORTH ORBITAL ROAD C STANLEY AVENUE WATFORD ROAD THE DRIVE NORTH ORBITAL ROAD SHENLEY LANE ASH CLOSE

SOUTH CLOSE THE RISE

WATLING STREET SUFFOLK CLOSE DIXONS HILL CLOSE Swanland UPTON CLOSE

ALEXANDER ROAD OLDFIELD ROAD War STATION ROAD SEAMAN C NORTH COTTAGES THE C LABURNUM GROVE R OFT L OSE Brookmans Chiswell THE NEW PLANTATION NORTH ORBITAL ROAD WATFORD ROAD POTTERELLS WHITE HORSE LANE TOLLGATE ROAD RY CL FIVE ACRES R O COLLIN A WATLING STREET B SE NAPIER CLOSE G A1(M) W PINE GROVE O O Road MOUNT DRIVE D

D

RIVE Park Golf

OAD Memorial R TOVEY CLOSE Potterells

CHISWELL GREEN LANE LF CLUB

O

PARK HOMES G HIGH STREET Course Green BELLCHAMBERS CLOSE PERHAM WAY HAMMERS GATE SHENLEY LANE TIPPENDELL LANE AU COTLANDSWICK FOXHOLLOWS B PETERS AVENUE R EY AV

ROSED KINGS ROAD E ENUE MORRIS WAY NE END C ARISBROOK WHITE HORSE LANE AD LONDON COLNEY BY PASS O A1(M) R COOMBES ROAD COMPTON GARDENS FARM CRESCENT PEPLINS CLOSE E S O L BROOKMANS AVENUE C BRADMORE WAY FORGE END BRADMORE LANE RD TIPPENDELL LANE HARVEY ROAD GEORGES WOOD ROAD LOVETT ROAD ST MARY'S CHURCH ROAD Brookmans FARRINGFO SUNNYDELL TEN CH NORRIS OR ARD CLOSE PEPLINS WAY D MO MIRIAM LANE L WISTARIA DRIVE NAPSBURY AVENUE CHERRY N LIME CHANTRY O Y F F

S ATS CLOSE O TREE COURT TREE AVENUE WHITE HORSE L. N S R London D MANOR ROAD LANE O N GREEN A A D HASELDINE ROAD C L LO UB SUMMERFIELD CLOSE S SHR MAGNOLIA CLOSE E EEN BR ADMORE GR Bradmore LANE DRIFTWOOD AVENUE MOFFATS

NT

E Brookmans Park GOLDRING WAYBO STATION CLOSE RUSCOMBE DRIVE Y C HAWFIELD GARDENS ROSEMARY DRIVE E S HOME FARM ROAD T S R E AM ARIX CRE C SC ENT

OAD EAST DRIVE GREAT NORTH R DELL RISE CALDER AVENUE MILL COTTAGES Park FORD TANSLEYS THE GROVE LARKS RIDGE T FOREFIELD BENINGFIELD DRIVE WOODLANDS MANORWA DRIVE EAST DRIVE PEGRUM DRIVE

LOSE ROAD BURYDELL LANE C LONG FALLOW A MYMMS DRIVE NORTH ORBITAL ROAD OLIVER CLOSE AZALE ORCHARD DRIVE FAIRHAVEN PARK STREET IDE SHENLEY LANE S How TELFORD ROAD Colney Green BIRCH W. NOKE MEADOW CL. WILLOW WAY MAYFLOWER ROAD CA SANDER BELV Railway Station Napsbury L E E D DON S CLOSE E STATE WESTLAND DRIVE RE S E G A C ROBIN E

R THE BEECHES SP SYCAMOREFROGMORE DRIVE R WARRENGATE ROAD DENS L LONDON COLNEY BY PASS ABDALE PARK PLACE O OSE BLUEBRIDGE AVENUE PENMAN CLOSE AY AD OAKLANDS AVENUE NORTH ORBITAL ROAD R UCE W RIVERSID BROA

LANE BLUEBRIDGE ROAD

WAL

LOWBELL LANE SWANLAND ROAD COLLYER ROAD RICHARDSON CL.

N D U Hospital T L NORTH ORBITAL ROAD CLOSE A K E CLOSE THE GREEN IDE RIBBLEDALE WATFORD ROAD BURR CLOSE S LD R RINGWAY ROAD BRANCH ROAD FIE FARES RIVE WoodFAIRWAY CLOSE SHENLEY LANE GIDIAN CT. TERSIDE COLNE GARDENS WA E WYEDALE AD HARDWICKE PLACE O GROVELANDS D R WALSINGHAM WAY I CURO PARK CLOSE S THE GARDENS NOKE LANE W BARNET ROAD REED CLOSE SPOONERS DRIVE CENTAURUS SQUARE O K 305 PILGRIM CLOSE O O RBITAL PLACE LL O I R PENN ROAD ARMSTRONGW CLOSE H PARK STREET LANE FROGMORE HOME PARK HARDWICK ME T LAKESIDE PLACE COLNB THA SD RLYE LANE THE MALL A L O E N ESKDAL MOUNT VIEW E HOW Wd. HOMESTEAD CL. ST ANNE'S ROAD © 2008 NAVTEQ/PTV AG/Map&Guide 1.5 km 3 km 4.5 km 6 km

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BROCKET ROAD A1(M)

B197

A414 B651 Stanborough Welwyn Garden City

A6129

A1(M)

A414 Park CHEQUERS Hertford

HIGH STREET

HATFIELD ROAD

POUND CLOSE

A6129

HATFIELD ROAD

M IL Sandridge L GREEN L COMET WAY Mill G REA A T N HIGH STREET NORT E

A1(M) H ROAD 312 Tesco Green Golf HERTFORD ROAD MOUNT PLEASANT LANE A414 HERTFORD ROAD

A1(M) CHEQUERS Course

Pleasant Rise HailA1(M) & Ride RIVER LEA COMET WAY Lowlands Hail & Ride

ST ALBANS ROAD 312 Cecil HERTFORD ROAD Hatfield A1(M) Fawn Court Hail & Ride Hatfield Business Park Crescent

COMET WAY HATFIELD TUNNEL The Ryde

GREAT NORTH ROAD St Albans 312 The Road West Gracemead Essendon

COMET WAY

HATFIELD TUNNEL

WEST ST ALBANS RD.

AY GalleriaW ET M CO House A1(M) ST ALBANS ROAD WEST 312 ST ALBANS ROAD WEST ASDA Hatfield 312 A1(M) Meadow Woods Avenue London Comet Country HATFIELD ROAD St Philip Howard School Club Way A1(M) Dell Brickendon St COMET WAY Elm Drive Grange Golf University of Course HATFIELD ROAD Oxlease Drive Hertfordshire 312 GREAT NORTH ROAD Albans University of Hertfordshire 312

A1(M)

ROEHYDE WAY Cooks MillwardsSOUTH WAY 312 SOUTH WAY

GREAT NORTH ROAD A1(M) Travellers Lane NORTH ORBITAL ROAD SOUTH WAY Marshmoor Cottages Crooked Way North Ind. Est. Wistlea Billet Parsonage Lane 312 Duke's Ride Lodge A1(M) Hail & Ride LONDON ROAD Crescent NORTH ORBITAL ROAD Hall Gardens Dellsome Lane Hail & Ride Roestock Knolles Crescent Huggins Lane312 Cock o' The North

LONDON ROAD The Lane #1 Tollgate Dixons H. Rd. Hail & Ride Bell

ROUNDABOUT COLNEY Firs LONDON 312 Swanland Road NORTH ORBITAL ROAD Lane NORTH ORBITAL ROAD Farm 312 Brookmans Park War Golf Course LONDON COLNEY BY PASS Memorial Brookmans Park Kentish Lane

London GREAT NORTH ROAD Napsbury

LONDON COLNEY BY PASS Hospital Colney A1(M) Mymms Ramsey Close Cuffley Cheshunt Drive A1(M) The Colney Fields A1081

M25 Hanyards Shopping Park BELL LANE Swanley 312 M25 Plough Bar Lane Northaw Lane Goffs Potters Bar Church Station Road King James Oak Golf Course Hatfield House Road 312 Avenue Cranborne Road Coopers Park Sports Industrial The Lane Road Ground Theobald's Road Estate Avenue Torrington Dr. Potters Bar Two ByngMountHATFIELD ROAD Grace School Brewers 312 Railway Station Northaw Cattlegate Drive Bus Garage Potters 312 312 Road West Road

312 HIGH STREET Cask & Porters Park Shenley Bar Darkes Golf Course Stillage

Tesco SOUTHGATE ROAD M25 M25 Motorway Lane BARNET ROAD

A1

WATLIN Radlett Bignell

G STRE

E T

Corner THE RIDGEWAY © 2008 NAVTEQ/PTV AG/Map&Guide 2.5 km 5 km 7.5 km 10 km

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Route map for Uno service 610 (outbound)

HERTINGFORDBURY ROAD G RIVER LEA AS C OYNE WAY A414 HERTINGFORDBURY ROAD LONDON ROAD DAB. BLACK FAN ROAD FOXHOLES R

MARFORD ROAD Brocket BROADWATER ROAD

MIMRAM Park BROADWATER ROAD BLACK FAN ROAD

STANBOROUGH ROAD

A1(M) Welwyn A414 Hertford COLE GREEN LANE Gosling A414

CHEQUERS BROCKET ROAD Sports BIRCHALL LANE

BIRCH

AL Garden L LANE

A1(M) STANBOROUGH ROAD Park

A414 Stanborough City

B197

A414

A1(M) Park

A6129

CHEQUERS

A6129

HATFIELD ROAD

HATFIELD ROAD

M IL L GREEN L Mill COMET WAY G REA

A T NORT N E

H ROAD

A1(M)

HERTFORD ROAD Bus Green RIVER LEA

MOUNT P A414 LEASANT LANE HERTFORD ROAD

COMET WAY A414 Golf Course 610 Garage CHEQUERS Hatfield A1(M) Hatfield

HERTFORD ROAD Business Park A1(M) T-Mobile Eisai GREAT NORTH ROAD

COMET WAY

610HATFIELD TUNNEL UH de Havilland Campus Essendon

COMET WAY Albatross HATFIELD TUNNEL Bishop's Close

ST

S ROAD WE ST ALBAN Way HATFIELD ROAD The Galleria Hatfield

COMET WAY GREAT NORTH ROAD A1(M) London Brickendon

CO OxleaseM ET WAY Drive Country Club Grange Golf

A1(M) Elm Drive A1001 The Cooks Way Course 610 610 ROEHYDE WAY Forum

A1(M) NORTH ORBITAL ROAD MillwardsSOUTH WAY

SOUTH WAY

NORTH ORBITAL ROAD Travellers Lane North Ind. Est. Marshmoor Cottages GREAT NORTH ROAD Duke's Ride Lodge

SOUTH WAY Travellers Lane Colney A1(M) Industrial Estate The Rookery Heath Dixons Welham Green Railway Station

Hill Road 610 Bulls Brookmans Lane Potterells Park Brookmans Park Bradmore Green GREAT NORTH ROAD Cheshunt Railway Station Bluebridge

A1(M) Avenue Cuffley A1(M) Hawkshead 610 Boltons Park Goffs Lane Swanley Crescent Oak Potters Bar Golf Course The Osborne Road Avenue Mount Grace School Potters Byng Drive HATFIELD Bar Darkes ROAD Lane Potters Bar Railway Station Bus Garage HIGH STREET Cask & Stillage

Dame Alice SOUTHGATE ROAD DalesideTesco Owen's School 610 Drive The M25 New Cottage Motorway Park

STAGG Bignell LionHILL Farm M25

ST ALBANS ROAD 610 Avenue Holly Corner BARNET ROAD Windrush

ST ALBANS ROAD 610 610 Cottage (EN2) Whitewebbs Park STAGG HILL St.Johns Botany Bay / Whitewebbs Wrotham Golf Course Park Senior School The Robin Hood THE RIDGEWAY Forty Hall Dyrham Park 610 Country Park Country Club Hadley Roundhedge Road (EN2)Chase Side A1 The (EN2) Shire Old Fold Manor Way A1 Hadley Gordon Hill

HA

D Golf CourseLEY HI London ST ALBANS ROAD G

HST

O NE Wood Golf Course Blossom Lane Trent Park Hardy Country Park Enfield

HADLEY GREEN Way (EN2) Trent Civic Centre SLADES HILL

D Trent Park ROA FIELD Country Park EN

ENFIELD ROAD ROAD GE

Golf Course N OTI CHURCH STREET THE TOWN Enfield Town / N R

O

AD

SOUTHBURY ROAD

WOOD STREET Borehamwood Merryhills CECIL ROAD HIGH STREET Church Street Golf Enfield LONDON ROAD

BARNET HILL ROAD Golf Course STATION ROAD Bush Hill Park

BARNET ROAD ROAD G R STATION London EA T NORT

H RO Course A D BRAMLEY ROAD BRAMLEY ROAD CAT HILL CAT HILL Golf Course CHA

IDE

S BROOKHILL ROAD S E

PARK AVENUE

PRICKLERS HILL

BARNET LANE

BARNET LANE

BAR NET LANE

BARNET ROAD

G CORNER IN S T I R L

G

R

E

A T N ORT

H ROAD

BARNET WAY (BARNET BY-PASS)

VILLAGE ROAD S. Herts Oak Hill Park CHASE SIDE

RIDGE AVENUE

GREEN LANES GREAT CAMBRIDGE ROAD

HIGH ROAD/G

BARNET WAY (BARNET BY-PASS) R Golf Course EAT NO R TH ROAD

GREAT

N ORT

H Brook Farm RD.

GREAT CAMBRIDGE ROAD

GREAT NORTH ROAD Open Space CHASE SIDE Grovelands Mill THE BOURNE

M1 THE BOURNE Park Hill Golf VILLAGE

HIGH STREET

TOTTERIDGE COMMON TOTTERIDGE LANE OAKLEIGH ROAD NORTH

M1

GREAT

NORTH ROAD Course GREEN LANES

BOURNE HILL HIGHWOOD HILL © 2008 NAVTEQ/PTV AG/Map&Guide 1.5 km 3 km 4.5 km 6 km

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RIVER LEA COLE GREEN LANE A414 A414

A1(M) Gosling BROCKET ROAD

STANBOROUGH ROAD BIRCHALL LANE

CHEQUERS

Sports A414 Welwyn BIRCH AL L LANE A1(M) Park Hertford

A414

RIVER LEA Garden Stanborough Park

B197 A414 A6129

A1(M) CHEQUERS City

A6129

HATFIELD ROAD

HATFIELD ROAD

A1(M) M IL L GREEN L

COMET WAY Mill G REA A T NORT N 610 E

H ROAD Green Golf

MOUNT PLEASANT A414 LANE Campion RIVER LEA Course HERTFORD ROAD A414 CHEQUERS Road HERTFORD ROAD Gypsy Moth A1(M)

Avenue T- HERTFORD ROAD 610 Eisai Mobile GREAT NORTH ROAD Hatfield Business Park

COMET WAY HATFIELD TUNNEL ASDA UH de Havilland Campus Essendon

WEST

ST ALBANS ROAD COMETWAY

ST ALBANS ROAD WEST The Comet Hotel

A1(M) ST ALBANS ROAD WEST

COMET WAY

HATFIELD ROAD Ellenbrook The Galleria Hatfield Lane GREAT NORTH ROAD London Brickendon

CO Elm Dr. M Country Club Grange Golf ET WAY A1(M) Oxlease Drive Todd BuildingA1001 Cooks Way Course A1(M)

NORTH ORBITAL ROAD 610 The MillwardsSOUTH WAY

NORTH ORBITAL ROAD SOUTH WAY

A1(M) Forum 610 GREAT NORTH ROAD ROEHYDE WAY Hatfield Duke's Ride Lodge Marshmoor Cottages Colney A1(M) Travellers Lane The Rookery Heath Industrial Dixons Estate Hill Road Welham Green Railway Station Bulls Brookmans Park Golf Course Brookmans Lane Potterells Park Brookmans Park Bradmore Green Cheshunt

GREAT NORTH ROAD

Railway Station 610 Bluebridge Avenue

A1(M) Swanley A1(M) Hawkshead Cuffley Lane Crescent Goffs Oak Osborne Road Boltons Mount Grace Potters Park Potters Bar School Bar Golf Course

The AvenueHATFIELD ROAD Byng Drive 610 Laurel Potters Bar Railway Station Darkes Lane

Avenue HIGH STREET Bus Garage 610 Cask & Stillage Dame Alice SOUTHGATE ROAD Daleside Tesco Owen's School Drive The M25

Motorway BARNET ROAD

THE RIDGEWAY LionSTAG ILL

H G Bignell 610 Park M25 St.Johns ST ALBANS ROAD Corner Crews

ST ALBANS ROAD Senior School Avenue New Cottage Hill Golf Whitewebbs Farm Course Park Windrush Whitewebbs STAGG HILL Botany Bay / Wrotham Holly Golf Course Park The Robin Hood Cottage (EN2) 610THE RIDGEWAY Dyrham Park Hilly Country Club Fields Roundhedge Lavender Park A1 The Hill (EN2) Shire Old Fold Manor Way

A1

HAD Hadley

Golf CourseL EY HI London ST ALBANS ROAD

G

HST

O NE Wood Golf Course Trent Park Drapers Culloden Country Park Trent Road (EN2) Road (EN2) Country King Georges Park SLADES HILL Field Trent ENFIELD ROAD

WINDMILL HILL CHURCH STREET Enfield

ENFIELD ROAD COCKFOSTERS ROAD Park Golf SOUTHBURY ROAD

Course CECIL RD. Borehamwood WOOD STREET The Ridgeway Chase Arkley HIGH STREET Enfield Town / Golf (EN2)

BARNET HILL Course EAST BARNET ROAD BRAMLEY ROAD Enfield STATION ROAD London Church Street

BARNET ROAD ROAD LONDON ROAD G R STATION EA Golf T NORT

H RO A BRAMLEY ROAD Bush Hill Park D CAT HILL CAT HILL CHASE BROOKHILL ROAD SIDE Course PARK AVENUE

PRICKLERS HILL Golf Course

BARNET LANE

BARNET LANE

BAR NET LANE

BARNET ROAD

G CORNER IN S T I R L

G

R

E

A T N ORT

H ROAD

BARNET WAY (BARNET BY-PASS) South VILLAGE ROAD Oak Hill Park CHASE SIDE RIDGE AVENUE

GREEN LANES Herts Golf HIGH ROAD/G

BARNET WAY (BARNET BY-PASS) R EAT NO

R TH ROAD

Course GREAT N Brook Farm ORT Grv.lands H RD. Park M1 TOTTERID GE VILLAGE Open Space CHASE Golf Course GE COMMON ERID SID TOTT E © 2008 NAVTEQ/PTV AG/Map&Guide 1.5 km 3 km 4.5 km 6 km

DS10057 - \\DS10057\trswad12 - MapServer (10.0.28.1) - 14.04.14 12:30.50 - set-07610A(1).y08 (inbound) - 2 - Route map for Uno service 615 (outbound)

BROCKET ROAD A1(M)

B197

A414

B651 Stanborough CHEQUERS

A6129

A1(M)

A414

HIGH STREET Park Welwyn 615 HATFIELD ROAD 615 A6129

HATFIELD ROAD

GR Fielder COMET WAY E A T NOR

T Sandridge H ROA Garden City A1(M) D

LANE

HERTFORD ROAD A414 GREEN Centre South MILL Mill Green HERTFORD ROAD Computacenter CHEQUERS

COMET WAY RIVER LEA Yodel T- A1(M) Golf Course ST ALBANS ROAD Campion Road D A

TFORD RO R E Depot Mobile H Gypsy Moth 615

GREAT NORTH ROAD HARPENDEN ROAD Eisai Avenue Hatfield Business Park Essendon SANDRIDGE ROAD UH de Havilland The Comet Hotel

HATFIELD TUNNEL

AY W ET M CO ROAD WEST ST ALBANS Bishop's Close WEST ST ALBANS ROAD Hatfield

Campus A1(M) London

STONECROSS AVENUE ROAD Country HATFIELD ROAD Ellenbrook Lane

A1(M)

COMET WAY

FOLLY LANE C A Club THER

INE S

TREET VERULAM ROAD ST PETER'S STREET St

ET E Oxlease Drive R T Elm S S A1001 Todd Building A1(M) ST PETER'

HATFIELD ROAD

T E E R T S R E U Cooks Way HIG GREAT NORTH ROAD H HEQ S C TREET Albans ROEHYDE WAY Drive

HOLYWELL HILL LONDON ROAD The Hatfield

A1(M) SOUTH WAY SOUTH WAY Millwards

GREAT NORTH ROAD

NORTH ORBITAL ROAD

Tudor SOUTH WAY

HOLYWELL HILL Forum 615

NORTH ORBITAL ROAD

ILL H Marshmoor Cottages

PHEN'S TE ST S Close Travellers Lane Industrial Estate LONDON ROAD Welham Green Railway Station Duke's Ride Lodge Dixons WATLING STREET Colney Heath The

A414 LONDON ROAD Bell Lane

A414

K STREET R RO A U P N D ABOUT Hill Road Rookery

ROUNDABOUT COLNEY 615 Cock o' LONDON NORTH ORBITAL ROAD

NORTH ORBITAL ROAD NORTH ORBITAL ROAD Kentish

WATLING STREET The North NORTH ORBITAL ROAD Brookmans Lane

PARK STREET London Colney GREAT NORTH ROAD

How LONDON COLNEY BY PASS Park Mymms

LONDON COLNEY BY PASS

Wd. FROGMORE Drive A1081 615

BELL LANE Swanley

A1(M) Bar Lane

A1(M) Potters Bar Golf Course Mount Grace Ventura Park Wroxham Byng School

RADLETT ROAD Gardens Drive HATFIELD ROAD Hatfield Road 615 Furzefield Centre Cecil Laurel Avenue 615 Road Cranborne HIGH STREET St Giles Road Potters Bar Shenley Avenue WATLI Railway Station N G ST

R EET Porters Park SOUTHGATE ROAD Greyhound 615 Potters Golf Course BARNET ROAD Motorway THE RIDGEWAY

STAGG

HILL

M25

Lane M25 ST ALBANS ROAD Service Station Bar

STAGG HILL

ST ALBANS ROAD

THE RIDGEWAY

Radlett COBDEN HILL Wrotham 615 Park

A1 The Borehamwood Old Fold Manor A1 Shire

HA

D Hadley

LEY GolfST ALBANS ROAD Course

H

IGHST

O Civic Warwick London NE Wood Elstree Golf Course Elstree Offices Road

HADLEY GREEN NORTH WESTERN AVENUE Golf Studios

WATLING STREET Course Tesco Trent Barham Country Glenhaven Avenue COCKFOSTERS ROAD Park

WOOD STREET

Elstree Avenue Elstree & Borehamwood Railway Station HIGH STREET

BARNET HILL Hill North EAST BARNET ROAD 615 Deacon's Hill Road STATION ROAD BARNET ROAD Hilfield Park ROAD G R STATION EA T NORT

H RO BRAMLEY ROAD A D BRAMLEY ROAD CAT HILL CAT HILL CHA

IDE Reservoir S S

TYLERS WAY BROOKHILL ROAD E

H

T

R ElstreeO Knowl Way Rodgers PRICKLERS HILL

ELSTREE HILL N

BARNET LANE

BARNET LANE

BAR WATFORD ROAD NET LANE

BARNET ROAD N ORTH G CORNER IN S T I R L W ESTER Close Sullivan N AVENUE ELSTREE ROAD London

WA

T G FORD HIGH STREET R ELSTREE ROAD B E Y PA A S T S N ORT

H The ROAD

BARNET WAY (BARNET BY-PASS) Way CHASE SIDE

NORTH WESTERN AVENUE

ELSTREE ROAD Bushey Roundabout East South Herts HIGH ROAD/GREAT NORT Oak H. Park BARNET WAY (BARNET BY-PASS)

H RO AD

O AD R 615 SPARROWS HERNE

GREAT NOR

T H R ATHBOURNE NORTH WESTERN AVENUE O E AD H Golf Course ELSTREE HILL SOUTH ELSTREE ROAD Village Centennial Park Brook Farm M1

GREAT NORTH ROAD WAY M1 Mill Open Space HIGH ROAD Hill Golf Hotel TOTTERIDGE VILLAGE

TOTTERIDGE COMMON TOTTERIDGE LANE

Royal Nat. GREAT

Course NORTH

MAGPIE HALL ROAD

ROAD Hartsbourne Golf Aspire 615 Orthopaedic Hosp. HIGHWOOD HILL

and Country Club BARNET BYPASS WAY/BARNET HIGH ROAD Newsouthgate

NORTH ROAD

GREAT CentreTHE COMMON Edgware Way / Spur Road OAKLEIGH ROAD NORTH Cemetery EDGWARE WAY MARSH LANE BARNET WAY (BARNET BY-PASS) BARNETWAY North New Golf Course OAKLEIGH ROAD SOUTH Southgate

APEX CORNER Canons CornerEDGWARE WAY (HA7) WATERFALL ROAD COMMON ROAD SPUR ROAD WATFOR Cemetery SELVAGE LANE D North Middlesex EDGWARE WAY WAY (BA LONDON ROAD RN ET BY-PASS) STANMORE HILL Stanmore Hill WATF O RD WAY (BAR

OAD R Golf Course K

ROAD N ET BY-

BRUNSWICK PAR

PASS) WATERFALL SELVAGE LANE BOWES ROAD

D. BOWES R

GRE HALE LANE A Stanmore Broadway T NO

R

T

H

R

Sports OAD STONEGROVE

CIRCUS Bounds

Close MILL HILL

WAY D W BROA A CHURCH ROAD E TF TH O ROAD RD WAY NET UXBRIDGE ROAD DEANS LANE HALE LANE FRIERN BAR (B ARNET BY- Ground Gr.

A5100 P A S

S)

BROOKSHILL LANE NETHER STREET DEANS LANE STATION ROAD Golf AD O STATION ROAD THE BROADWAY R Industrial USE Friern KINGSWAY ODHO Mill WO UXBRIDGE ROAD Course (South Side) GREAT NORTH ROAD WOODHOUSE ROAD Estate WoodlandsMARSH LANE Hosp Grd Hill Finchley PINKHAM WAY UXBRIDGE ROAD Canons BALLARDS LANE

OXHEY LANE

D

E

ANS ParkWATFORD WAY (BARNET BY-PASS)

LANE Golf Course HIGH STREET UXBRIDGE ROAD UXBRIDGE ROAD Stanmore Golf Park BURN

T UXBRIDGE ROAD OAK DEANSBROOK ROAD

B ROADWAY NORTH CIRCULAR ROAD NORTH CIRCULAR ROAD Golf Course HIGH ROAD Course Golf Course © 2008 NAVTEQ/PTV AG/Map&Guide 2.5 km 5 km 7.5 km 10 km

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BROCKET ROAD A1(M)

B197

B651 Stanborough CHEQUERS

A6129

A1(M)

HIGH STREET Park Welwyn

A6129

A1(M) Fielder HATFIELD ROAD

G REA HATFIELD ROAD Sandridge T NORT Garden City H ROAD

615 LANE MOUNT P A414 LEASANT LANE HERTFORD ROAD GREEN

COMET WAY MILL Centre South A1(M) Mill Green HERTFORD ROAD A414 Yodel CHEQUERS Golf Course Hatfield Computacenter RIVER LEA ST ALBANS ROAD

D Business A

TFORD RO R E Depot H Park Campion

GREAT NORTH ROAD HARPENDEN ROAD 615 Eisai Road

REDBOURN ROAD HATFIELD TUNNEL COMET WAY T-Mobile

SANDRIDGE ROAD UH de Havilland Albatross Way

WEST

ST ALBANS ROAD GREAT NORTH ROAD

HATFIELD TUNNEL

COMET WAY

ST ALBANS ROAD WEST Campus A1(M)

ROAD WEST COMET WAY

ST ALBANS

A1(M)

STONECROSS The Comet

AVENUE ROAD

HATFIELD ROAD

FOLLY LANE C A THER

INE S TREET The VERULAM ROAD Hotel

GREAT NORTH ROAD

ST PETER'S STREET

ET HEMEL HEMPSTEAD ROAD E R T S S St A1001 ST PETER' Forum University of HATFIELD ROAD

A1(M)

T E E R T S R E U HIG H HEQ STREET C Hertfordshire

A1(M) HOLYWELL HILL Albans LONDON ROAD Tudor ROEHYDE WAY

SOUTH WAY

HEMEL HEMPSTEAD ROAD

SOUTH WAY SOUTH WAY

GREAT NORTH ROAD

NORTH ORBITAL ROAD Close

HOLYWELL HILL SOUTH WAY

NORTH ORBITAL ROAD

ILL H

PHEN'S TE ST S

LONDON ROAD Travellers Lane

Colney A1(M) Heath Industrial Estate

A414 A414 Hatfield

WATLING STREET

LONDON ROAD

K STREET R RO PA U N D ABOUT

ROUNDABOUT

COLNEY

LONDON NORTH ORBITAL ROAD

NORTH ORBITAL ROAD

NORTH ORBITAL ROAD

NORTH ORBITAL ROAD Brookmans Park Chiswell WATLING STREET Golf Course

Green PARK STREET

NORTH ORBITAL ROAD Brookmans Park

London Colney GREAT NORTH ROAD

LONDON COLNEY BY PASS

NORTH ORBITAL ROAD How Wd. LONDON COLNEY BY PASS

FROGMORE

A1081

NORTH ORBITAL ROAD

BELL LANE

NORTH ORBITAL ROAD

A1(M)

NORTH ORBITAL ROAD

A1(M)

M25

NORTH ORBITAL ROAD Ventura Potters

Bricket Park M25 Bar

RADLETT ROAD Wd. Golf Course HATFIELD ROAD Potters Bar HIGH STREET

Shenley SOUTHGATE ROAD

WATLI

N G ST

R EET Porters Park Motorway

SOUTH

G

A

T Golf Course Bignell E ROAD THE RIDGEWAY

STAGG THE RIDGEWAY Corner HILL

ST ALBANS ROAD

STAGG HILL

ST ALBANS ROAD Watford BARNET ROAD

Aldenham Radlett COBDEN HILL Wrotham Golf and 615 Park NORTH WESTERN AVENUE Dyrham

NORTH WESTERN AVENUE Country Park Country Club Club COCKFOSTERS ROAD

NORTH WESTERN AVENUE

BERRYGROVE

NORTH WESTERN AVENUE

STEPHENSON WAY

STEPHENSON WAY Borehamwood A1 The OTTERSPOOL WAY Old Fold Manor A1 Shire Hadley

HA

OTTERSPOOL W.

D

LEY GolfST ALBANS ROAD Course

H

IGHST

O Elstree Studio London NE Wd. Golf Course NORTH WESTERN AVENUE Elstree Studios Way

Golf HADLEY GREEN

WATLING STREET Course Glenhaven Barham Avenue Rowley Lane Avenue WOOD STREET Elstree Elstree & Borehamwood Railway Station HIGH STREET

BARNET HILL Hill North Elstree EAST BARNET ROAD

Deacon's Hill Road STATION ROAD

BARNET ROAD

ROAD

Hilfield Park ELSTREE HILL NORTH G R STATION EA T NORT

H RO A Reservoir Knowl D TYLERS WAY 615 BROOKHILL ROAD

PRICKLERS HILL CAT HILL

LONDON ROAD BARNET LANE CHALK HILL Sullivan Way BARNET LANE

BAR NET LANE

BARNET ROAD N ORTH G CORNER M1 IN S T I R L W ESTER

N AVENUE HIGH STREET ELSTREE ROAD

WATFORD ROAD

M1 WA

TFORD G Way R ELSTREE ROAD B E Y PA A S T S N ORT

H ROAD Bushey BARNET WAY (BARNET BY-PASS) S. Herts ELSTREE HILL SOUTH NORTH WESTERN AVENUE Rodgers Close Roundabout Golf Course HIGH ROAD/GREAT NORT ELSTREE ROAD

BARNET WAY (BARNET BY-PASS)

H RO AD

O AD R 615 SPARROWS HERNE

GREAT NOR

T H R ATHBOURNE NORTH WESTERN AVENUE O E AD H ELSTREE HILL SOUTH EDGWARE WAY ELSTREE ROAD Village Centennial Park Brook Farm

GREAT NORTH ROAD OXHEY LANE Mill Open Space

HIGH ROAD

Hotel Hill Golf TOTTERIDGE VILLAGE

TOTTERIDGE COMMON TOTTERIDGE LANE

Royal Nat. GREAT

Course NORTH

MAGPIE HALL ROAD

ROAD

OAKLEIGH ROAD NORTH THE COMMON Aspire Orthopaedic Hosp. HIGHWOOD HILL Hartsbourne Golf EDGWARE WAY 615 BARNET BYPASS WAY/BARNET HIGH ROAD

South NORTH ROAD and Country Club Centre Edgwarebury Park GREAT

MARSH LANE BARNET WAY (BARNETBARNETWAY BY-PASS) North Middlesex COMMON ROAD Golf Course Oxhey London Road Synagogue (HA7) (BARNET BY-PASS) BARNETWAY

MARSH LANE

CORNER APEX WATFOR

EDGWARE WAY D WAY (BARNET BY-PA SPUR ROAD

S EDGWARE WAY SELVAGE LANE S)

STANMORE HILL Grim's Dyke Hill StanmoreLONDON ROAD

SELVAGE LANE

GolfA4008 Course W GRE ATFORD WAY (B

A

T NO HALE LANE

Stanmore Broadway R A

LondonRNET T

H

BY- R

Sports OAD STONEGROVE P Close ASS) CIRCUS

MILL HILL

WAY D W BROA A Grim's Dyke E TF TH O RD WAY DEANS LANE HALE LANE Finchley (B ARNET BY- Ground

A5100 P A S The S) BROOKSHILL Golf Course HALE LANE OXHEY LANE Woodside Park NETHER STREET DEANS LANE STATION ROAD Golf

THE BROADWAY Mill KINGSWAY UXBRIDGE ROAD Course (South Side) GREAT NORTH ROAD WOODHOUSE ROAD

WoodlandsMARSH LANE Canons Hill Finchley UXBRIDGE ROAD BALLARDS LANE

D

E

ANS ParkWATFORD WAY (BARNET BY-PASS)

Park LANE Golf Course HIGH STREET OXHEY LANE UXBRIDGE ROAD Hendon UXBRIDGE ROAD Stanmore Golf BURN

T OAK DEANSBROOK ROAD UXBRIDGE ROAD UXBRIDGE ROAD B ROADWAY UXBRIDGE ROAD

HIGH ROAD Golf Course ULAR RD. UXBRIDGE ROAD RC THE BROADWAY Course N. CI © 2008 NAVTEQ/PTV AG/Map&Guide 2.5 km 5 km 7.5 km 10 km

DS10057 - \\DS10057\trswad12 - MapServer (10.0.28.1) - 14.04.14 12:32.49 - set-07615A(1).y08 (inbound) - 2 -

Appendix D – Preliminary Design of Proposed A1000 Dixons Hill Road Access

Project: Dated: 10/03/2015 Gascoyne Cecil Estates &4/ /,+

c WSP Group Ltd

Appendix E – TRICS Outputs

Project:

Dated: 10/03/2015 Gascoyne Cecil Estates TRICS 7.1.1 120714 B16.46 (C) 2014 JMP Consultants Ltd on behalf of the TRICS Consortium Tuesday 22/07/14 Page 1 WSP GROUP STREET NAME TOWN/CITY Licence No: 100314

TRIP RATE CALCULATION SELECTION PARAMETERS:

Land Use : 03 - RESIDENTIAL Category : A - HOUSES PRIVATELY OWNED VEHICLES

Selected regions and areas: 02 SOUTH EAST EX ESSEX 1 days 04 EAST ANGLIA SF SUFFOLK 1 days 05 EAST MIDLANDS LN LINCOLNSHIRE 2 days NT NOTTINGHAMSHIRE 1 days 06 WEST MIDLANDS WO WORCESTERSHIRE 1 days 08 NORTH WEST CH CHESHIRE 1 days MS MERSEYSIDE 1 days 09 NORTH TV TEES VALLEY 1 days 10 WALES CF CARDIFF 1 days 11 SCOTLAND FA FALKIRK 1 days FI FIFE 1 days 12 CONNAUGHT GA GALWAY 1 days 13 MUNSTER WA WATERFORD 1 days 15 GREATER DUBLIN DL DUBLIN 2 days

This section displays the number of survey days per TRICS® sub-region in the selected set TRICS 7.1.1 120714 B16.46 (C) 2014 JMP Consultants Ltd on behalf of the TRICS Consortium Tuesday 22/07/14 Page 2 WSP GROUP STREET NAME TOWN/CITY Licence No: 100314

Filtering Stage 2 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 dwellings Actual Range: 150 to 437 (units: ) Range Selected by User: 150 to 1500 (units: )

Public Transport Provision: Selection by: Include all surveys

Date Range: 01/01/05 to 29/05/13

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 4 days Tuesday 5 days Wednesday 2 days Thursday 4 days Friday 1 days

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

Selected survey types: Manual count 16 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) 5 Edge of Town 9 Neighbourhood Centre (PPS6 Local Centre) 2

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: Residential Zone 14 No Sub Category 2

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.

Filtering Stage 3 selection:

Use Class: C 3 16 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 7.1.1 120714 B16.46 (C) 2014 JMP Consultants Ltd on behalf of the TRICS Consortium Tuesday 22/07/14 Page 3 WSP GROUP STREET NAME TOWN/CITY Licence No: 100314

Filtering Stage 3 selection (Cont.):

Population within 1 mile: 5,001 to 10,000 1 days 10,001 to 15,000 2 days 15,001 to 20,000 7 days 20,001 to 25,000 3 days 25,001 to 50,000 3 days

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

Population within 5 miles: 50,001 to 75,000 2 days 75,001 to 100,000 3 days 100,001 to 125,000 4 days 125,001 to 250,000 5 days 250,001 to 500,000 1 days 500,001 or More 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 7 days 1.1 to 1.5 9 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 16 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. TRICS 7.1.1 120714 B16.46 (C) 2014 JMP Consultants Ltd on behalf of the TRICS Consortium Tuesday 22/07/14 Page 4 WSP GROUP STREET NAME TOWN/CITY Licence No: 100314

LIST OF SITES relevant to selection parameters

1 CF-03-A-02 MIXED HOUSES CARDIFF DROPE ROAD

CARDIFF Edge of Town Residential Zone Total Number of dwellings: 1 9 6 Survey date: FRIDAY 05/10/07 Survey Type: MANUAL 2 CH-03-A-02 HOUSES/FLATS CHESHIRE SYDNEY ROAD

CREWE Edge of Town Residential Zone Total Number of dwellings: 1 7 4 Survey date: TUESDAY 14/10/08 Survey Type: MANUAL 3 DL-03-A-02 SEMI DETACHED DUBLIN COLLINS AVENUE

DUBLIN Suburban Area (PPS6 Out of Centre) Residential Zone Total Number of dwellings: 4 3 7 Survey date: MONDAY 25/06/07 Survey Type: MANUAL 4 DL-03-A-03 TERRACED/SEMI-DET. DUBLIN RAHENY ROAD RAHENY DUBLIN Neighbourhood Centre (PPS6 Local Centre) Residential Zone Total Number of dwellings: 2 0 6 Survey date: TUESDAY 20/04/10 Survey Type: MANUAL 5 EX-03-A-01 SEMI-DET. ESSEX MILTON ROAD CORRINGHAM STANFORD-LE-HOPE Edge of Town Residential Zone Total Number of dwellings: 2 3 7 Survey date: TUESDAY 13/05/08 Survey Type: MANUAL 6 FA-03-A-02 MIXED HOUSES FALKIRK ROSEBANK AVENUE & SPRINGFIELD DRIVE

FALKIRK Suburban Area (PPS6 Out of Centre) Residential Zone Total Number of dwellings: 1 6 1 Survey date: WEDNESDAY 29/05/13 Survey Type: MANUAL 7 FI-03-A-03 MIXED HOUSES FIFE WOODMILL ROAD

DUNFERMLINE Edge of Town Residential Zone Total Number of dwellings: 1 5 5 Survey date: MONDAY 30/04/07 Survey Type: MANUAL TRICS 7.1.1 120714 B16.46 (C) 2014 JMP Consultants Ltd on behalf of the TRICS Consortium Tuesday 22/07/14 Page 5 WSP GROUP STREET NAME TOWN/CITY Licence No: 100314

LIST OF SITES relevant to selection parameters (Cont.)

8 GA-03-A-02 TERRACED GALWAY BOHERMORE TOWNPARKS GALWAY Suburban Area (PPS6 Out of Centre) Residential Zone Total Number of dwellings: 1 8 5 Survey date: TUESDAY 19/09/06 Survey Type: MANUAL 9 LN-03-A-01 MIXED HOUSES LINCOLNSHIRE BRANT ROAD BRACEBRIDGE LINCOLN Edge of Town Residential Zone Total Number of dwellings: 1 5 0 Survey date: TUESDAY 15/05/07 Survey Type: MANUAL 10 LN-03-A-02 MIXED HOUSES LINCOLNSHIRE HYKEHAM ROAD

LINCOLN Suburban Area (PPS6 Out of Centre) Residential Zone Total Number of dwellings: 1 8 6 Survey date: MONDAY 14/05/07 Survey Type: MANUAL 11 MS-03-A-01 TERRACED MERSEYSIDE PALACE FIELDS AVENUE

RUNCORN Neighbourhood Centre (PPS6 Local Centre) Residential Zone Total Number of dwellings: 3 7 2 Survey date: THURSDAY 06/10/05 Survey Type: MANUAL 12 NT-03-A-03 SEMI DETACHED NOTTINGHAMSHIRE B6018 SUTTON ROAD

KIRKBY-IN-ASHFIELD Edge of Town Residential Zone Total Number of dwellings: 1 6 6 Survey date: WEDNESDAY 28/06/06 Survey Type: MANUAL 13 SF-03-A-02 SEMI DET./TERRACED SUFFOLK STOKE PARK DRIVE MAIDENHALL IPSWICH Edge of Town Residential Zone Total Number of dwellings: 2 3 0 Survey date: THURSDAY 24/05/07 Survey Type: MANUAL 14 TV-03-A-01 HOUSES & FLATS TEES VALLEY POWLETT ROAD

HARTLEPOOL Suburban Area (PPS6 Out of Centre) No Sub Category Total Number of dwellings: 2 2 5 Survey date: THURSDAY 14/04/05 Survey Type: MANUAL TRICS 7.1.1 120714 B16.46 (C) 2014 JMP Consultants Ltd on behalf of the TRICS Consortium Tuesday 22/07/14 Page 6 WSP GROUP STREET NAME TOWN/CITY Licence No: 100314

LIST OF SITES relevant to selection parameters (Cont.)

15 WA-03-A-02 DETACHED WATERFORD MAYPARK LANE

WATERFORD Edge of Town Residential Zone Total Number of dwellings: 2 9 0 Survey date: MONDAY 17/11/08 Survey Type: MANUAL 16 WO-03-A-06 DET./TERRACED WORCESTERSHIRE ST GODWALDS ROAD ASTON FIELDS BROMSGROVE Edge of Town No Sub Category Total Number of dwellings: 2 3 2 Survey date: THURSDAY 30/06/05 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 7.1.1 120714 B16.46 (C) 2014 JMP Consultants Ltd on behalf of the TRICS Consortium Tuesday 22/07/14 Page 7 WSP GROUP STREET NAME TOWN/CITY Licence No: 100314

TRIP RATE for Land Use 03 - RESIDENTIAL/A - HOUSES PRIVATELY OWNED VEHICLES Calculation factor: 1 DWELLS BOLD print indicates peak (busiest) period

ARRIVALS DEPARTURES TOTALS No. Ave. Trip No. Ave. Trip No. Ave. Trip Time Range Days DWELLS Rate Days DWELLS Rate Days DWELLS 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 16 225 0.069 16 225 0.249 16 225 0.318 08:00 - 09:00 16 225 0.127 16 225 0.378 16 225 0.505 09:00 - 10:00 16 225 0.148 16 225 0.189 16 225 0.337 10:00 - 11:00 16 225 0.129 16 225 0.158 16 225 0.287 11:00 - 12:00 16 225 0.157 16 225 0.159 16 225 0.316 12:00 - 13:00 16 225 0.178 16 225 0.163 16 225 0.341 13:00 - 14:00 16 225 0.167 16 225 0.175 16 225 0.342 14:00 - 15:00 16 225 0.183 16 225 0.186 16 225 0.369 15:00 - 16:00 16 225 0.255 16 225 0.185 16 225 0.440 16:00 - 17:00 16 225 0.290 16 225 0.192 16 225 0.482 17:00 - 18:00 16 225 0.354 16 225 0.212 16 225 0.566 18:00 - 19:00 16 225 0.258 16 225 0.212 16 225 0.470 19:00 - 20:00 20:00 - 21:00 21:00 - 22:00 22:00 - 23:00 23:00 - 24:00 Total Rates: 2.315 2.458 4.773

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.

Parameter summary

Trip rate parameter range selected: 150 - 437 (units: ) Survey date date range: 01/01/05 - 29/05/13 Number of weekdays (Monday-Friday): 16 Number of Saturdays: 0 Number of Sundays: 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 7.1.1 120714 B16.46 (C) 2014 JMP Consultants Ltd on behalf of the TRICS Consortium Tuesday 22/07/14 Page 8 WSP GROUP STREET NAME TOWN/CITY Licence No: 100314

This graph is a visual representation of the trip rate calculation results screen. The same time periods and trip rates are displayed, but in addition there is an additional column showing the percentage of the total trip rate by individual time period, allowing peak periods to be easily identified through observation. Note that the type of count and the selected direction is shown at the top of the graph. TRICS 7.1.1 120714 B16.46 (C) 2014 JMP Consultants Ltd on behalf of the TRICS Consortium Tuesday 22/07/14 Page 9 WSP GROUP STREET NAME TOWN/CITY Licence No: 100314

This graph is a visual representation of the trip rate calculation results screen. The same time periods and trip rates are displayed, but in addition there is an additional column showing the percentage of the total trip rate by individual time period, allowing peak periods to be easily identified through observation. Note that the type of count and the selected direction is shown at the top of the graph. TRICS 7.1.1 120714 B16.46 (C) 2014 JMP Consultants Ltd on behalf of the TRICS Consortium Tuesday 22/07/14 Page 10 WSP GROUP STREET NAME TOWN/CITY Licence No: 100314

This graph is a visual representation of the trip rate calculation results screen. The same time periods and trip rates are displayed, but in addition there is an additional column showing the percentage of the total trip rate by individual time period, allowing peak periods to be easily identified through observation. Note that the type of count and the selected direction is shown at the top of the graph. TRICS 7.1.1 120714 B16.46 (C) 2014 JMP Consultants Ltd on behalf of the TRICS Consortium Tuesday 22/07/14 Page 11 WSP GROUP STREET NAME TOWN/CITY Licence No: 100314

TRIP RATE for Land Use 03 - RESIDENTIAL/A - HOUSES PRIVATELY OWNED OGVS Calculation factor: 1 DWELLS BOLD print indicates peak (busiest) period

ARRIVALS DEPARTURES TOTALS No. Ave. Trip No. Ave. Trip No. Ave. Trip Time Range Days DWELLS Rate Days DWELLS Rate Days DWELLS 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 16 225 0.003 16 225 0.002 16 225 0.005 08:00 - 09:00 16 225 0.004 16 225 0.003 16 225 0.007 09:00 - 10:00 16 225 0.003 16 225 0.004 16 225 0.007 10:00 - 11:00 16 225 0.002 16 225 0.002 16 225 0.004 11:00 - 12:00 16 225 0.003 16 225 0.004 16 225 0.007 12:00 - 13:00 16 225 0.003 16 225 0.003 16 225 0.006 13:00 - 14:00 16 225 0.002 16 225 0.004 16 225 0.006 14:00 - 15:00 16 225 0.002 16 225 0.003 16 225 0.005 15:00 - 16:00 16 225 0.001 16 225 0.001 16 225 0.002 16:00 - 17:00 16 225 0.001 16 225 0.001 16 225 0.002 17:00 - 18:00 16 225 0.000 16 225 0.001 16 225 0.001 18:00 - 19:00 16 225 0.000 16 225 0.001 16 225 0.001 19:00 - 20:00 20:00 - 21:00 21:00 - 22:00 22:00 - 23:00 23:00 - 24:00 Total Rates: 0.024 0.029 0.053

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.

Parameter summary

Trip rate parameter range selected: 150 - 437 (units: ) Survey date date range: 01/01/05 - 29/05/13 Number of weekdays (Monday-Friday): 16 Number of Saturdays: 0 Number of Sundays: 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 7.1.1 120714 B16.46 (C) 2014 JMP Consultants Ltd on behalf of the TRICS Consortium Tuesday 22/07/14 Page 12 WSP GROUP STREET NAME TOWN/CITY Licence No: 100314

This graph is a visual representation of the trip rate calculation results screen. The same time periods and trip rates are displayed, but in addition there is an additional column showing the percentage of the total trip rate by individual time period, allowing peak periods to be easily identified through observation. Note that the type of count and the selected direction is shown at the top of the graph. TRICS 7.1.1 120714 B16.46 (C) 2014 JMP Consultants Ltd on behalf of the TRICS Consortium Tuesday 22/07/14 Page 13 WSP GROUP STREET NAME TOWN/CITY Licence No: 100314

This graph is a visual representation of the trip rate calculation results screen. The same time periods and trip rates are displayed, but in addition there is an additional column showing the percentage of the total trip rate by individual time period, allowing peak periods to be easily identified through observation. Note that the type of count and the selected direction is shown at the top of the graph. TRICS 7.1.1 120714 B16.46 (C) 2014 JMP Consultants Ltd on behalf of the TRICS Consortium Tuesday 22/07/14 Page 14 WSP GROUP STREET NAME TOWN/CITY Licence No: 100314

This graph is a visual representation of the trip rate calculation results screen. The same time periods and trip rates are displayed, but in addition there is an additional column showing the percentage of the total trip rate by individual time period, allowing peak periods to be easily identified through observation. Note that the type of count and the selected direction is shown at the top of the graph. TRICS 7.1.1 120714 B16.46 (C) 2014 JMP Consultants Ltd on behalf of the TRICS Consortium Tuesday 22/07/14 Page 15 WSP GROUP STREET NAME TOWN/CITY Licence No: 100314

TRIP RATE for Land Use 03 - RESIDENTIAL/A - HOUSES PRIVATELY OWNED PSVS Calculation factor: 1 DWELLS BOLD print indicates peak (busiest) period

ARRIVALS DEPARTURES TOTALS No. Ave. Trip No. Ave. Trip No. Ave. Trip Time Range Days DWELLS Rate Days DWELLS Rate Days DWELLS 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 16 225 0.000 16 225 0.000 16 225 0.000 08:00 - 09:00 16 225 0.001 16 225 0.001 16 225 0.002 09:00 - 10:00 16 225 0.000 16 225 0.000 16 225 0.000 10:00 - 11:00 16 225 0.000 16 225 0.000 16 225 0.000 11:00 - 12:00 16 225 0.000 16 225 0.000 16 225 0.000 12:00 - 13:00 16 225 0.000 16 225 0.000 16 225 0.000 13:00 - 14:00 16 225 0.000 16 225 0.001 16 225 0.001 14:00 - 15:00 16 225 0.000 16 225 0.000 16 225 0.000 15:00 - 16:00 16 225 0.001 16 225 0.001 16 225 0.002 16:00 - 17:00 16 225 0.001 16 225 0.001 16 225 0.002 17:00 - 18:00 16 225 0.000 16 225 0.000 16 225 0.000 18:00 - 19:00 16 225 0.001 16 225 0.000 16 225 0.001 19:00 - 20:00 20:00 - 21:00 21:00 - 22:00 22:00 - 23:00 23:00 - 24:00 Total Rates: 0.004 0.004 0.008

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.

Parameter summary

Trip rate parameter range selected: 150 - 437 (units: ) Survey date date range: 01/01/05 - 29/05/13 Number of weekdays (Monday-Friday): 16 Number of Saturdays: 0 Number of Sundays: 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 7.1.1 120714 B16.46 (C) 2014 JMP Consultants Ltd on behalf of the TRICS Consortium Tuesday 22/07/14 Page 16 WSP GROUP STREET NAME TOWN/CITY Licence No: 100314

This graph is a visual representation of the trip rate calculation results screen. The same time periods and trip rates are displayed, but in addition there is an additional column showing the percentage of the total trip rate by individual time period, allowing peak periods to be easily identified through observation. Note that the type of count and the selected direction is shown at the top of the graph. TRICS 7.1.1 120714 B16.46 (C) 2014 JMP Consultants Ltd on behalf of the TRICS Consortium Tuesday 22/07/14 Page 17 WSP GROUP STREET NAME TOWN/CITY Licence No: 100314

This graph is a visual representation of the trip rate calculation results screen. The same time periods and trip rates are displayed, but in addition there is an additional column showing the percentage of the total trip rate by individual time period, allowing peak periods to be easily identified through observation. Note that the type of count and the selected direction is shown at the top of the graph. TRICS 7.1.1 120714 B16.46 (C) 2014 JMP Consultants Ltd on behalf of the TRICS Consortium Tuesday 22/07/14 Page 18 WSP GROUP STREET NAME TOWN/CITY Licence No: 100314

This graph is a visual representation of the trip rate calculation results screen. The same time periods and trip rates are displayed, but in addition there is an additional column showing the percentage of the total trip rate by individual time period, allowing peak periods to be easily identified through observation. Note that the type of count and the selected direction is shown at the top of the graph. TRICS 7.1.1 120714 B16.46 (C) 2014 JMP Consultants Ltd on behalf of the TRICS Consortium Tuesday 22/07/14 Page 19 WSP GROUP STREET NAME TOWN/CITY Licence No: 100314

TRIP RATE for Land Use 03 - RESIDENTIAL/A - HOUSES PRIVATELY OWNED CYCLISTS Calculation factor: 1 DWELLS BOLD print indicates peak (busiest) period

ARRIVALS DEPARTURES TOTALS No. Ave. Trip No. Ave. Trip No. Ave. Trip Time Range Days DWELLS Rate Days DWELLS Rate Days DWELLS 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 16 225 0.004 16 225 0.009 16 225 0.013 08:00 - 09:00 16 225 0.004 16 225 0.014 16 225 0.018 09:00 - 10:00 16 225 0.004 16 225 0.005 16 225 0.009 10:00 - 11:00 16 225 0.002 16 225 0.005 16 225 0.007 11:00 - 12:00 16 225 0.003 16 225 0.003 16 225 0.006 12:00 - 13:00 16 225 0.005 16 225 0.005 16 225 0.010 13:00 - 14:00 16 225 0.004 16 225 0.005 16 225 0.009 14:00 - 15:00 16 225 0.004 16 225 0.004 16 225 0.008 15:00 - 16:00 16 225 0.012 16 225 0.008 16 225 0.020 16:00 - 17:00 16 225 0.009 16 225 0.007 16 225 0.016 17:00 - 18:00 16 225 0.011 16 225 0.008 16 225 0.019 18:00 - 19:00 16 225 0.011 16 225 0.007 16 225 0.018 19:00 - 20:00 20:00 - 21:00 21:00 - 22:00 22:00 - 23:00 23:00 - 24:00 Total Rates: 0.073 0.080 0.153

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.

Parameter summary

Trip rate parameter range selected: 150 - 437 (units: ) Survey date date range: 01/01/05 - 29/05/13 Number of weekdays (Monday-Friday): 16 Number of Saturdays: 0 Number of Sundays: 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 7.1.1 120714 B16.46 (C) 2014 JMP Consultants Ltd on behalf of the TRICS Consortium Tuesday 22/07/14 Page 20 WSP GROUP STREET NAME TOWN/CITY Licence No: 100314

This graph is a visual representation of the trip rate calculation results screen. The same time periods and trip rates are displayed, but in addition there is an additional column showing the percentage of the total trip rate by individual time period, allowing peak periods to be easily identified through observation. Note that the type of count and the selected direction is shown at the top of the graph. TRICS 7.1.1 120714 B16.46 (C) 2014 JMP Consultants Ltd on behalf of the TRICS Consortium Tuesday 22/07/14 Page 21 WSP GROUP STREET NAME TOWN/CITY Licence No: 100314

This graph is a visual representation of the trip rate calculation results screen. The same time periods and trip rates are displayed, but in addition there is an additional column showing the percentage of the total trip rate by individual time period, allowing peak periods to be easily identified through observation. Note that the type of count and the selected direction is shown at the top of the graph. TRICS 7.1.1 120714 B16.46 (C) 2014 JMP Consultants Ltd on behalf of the TRICS Consortium Tuesday 22/07/14 Page 22 WSP GROUP STREET NAME TOWN/CITY Licence No: 100314

This graph is a visual representation of the trip rate calculation results screen. The same time periods and trip rates are displayed, but in addition there is an additional column showing the percentage of the total trip rate by individual time period, allowing peak periods to be easily identified through observation. Note that the type of count and the selected direction is shown at the top of the graph. TRICS 7.1.3 200215 B17.07 (C) 2015 TRICS Consortium Ltd Tuesday 10/03/15 Page 1 WSP GROUP STREET NAME TOWN/CITY Licence No: 100314

Calculation Reference: AUDIT-100314-150310-0329 TRIP RATE CALCULATION SELECTION PARAMETERS:

Land Use : 02 - EMPLOYMENT Category : B - BUSINESS PARK VEHICLES

Selected regions and areas: 02 SOUTH EAST SC 1 days 03 SOUTH WEST DC DORSET 1 days WL WILTSHIRE 1 days 04 EAST ANGLIA NF NORFOLK 1 days SF SUFFOLK 1 days 05 EAST MIDLANDS NT NOTTINGHAMSHIRE 1 days 06 WEST MIDLANDS HE HEREFORDSHIRE 1 days SH SHROPSHIRE 2 days WO WORCESTERSHIRE 1 days 07 YORKSHIRE & NORTH LINCOLNSHIRE WY WEST YORKSHIRE 2 days 08 NORTH WEST GM GREATER MANCHESTER 1 days LC LANCASHIRE 1 days 10 WALES CF CARDIFF 2 days CP CAERPHILLY 1 days 11 SCOTLAND EB CITY OF EDINBURGH 1 days FA FALKIRK 1 days

This section displays the number of survey days per TRICS® sub-region in the selected set TRICS 7.1.3 200215 B17.07 (C) 2015 TRICS Consortium Ltd Tuesday 10/03/15 Page 2 WSP GROUP STREET NAME TOWN/CITY Licence No: 100314

Filtering Stage 2 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: 1300 to 20160 (units: sqm) Range Selected by User: 1000 to 25000 (units: sqm)

Public Transport Provision: Selection by: Include all surveys

Date Range: 01/01/06 to 23/04/14

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 2 days Tuesday 8 days Wednesday 2 days Thursday 4 days Friday 3 days

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

Selected survey types: Manual count 19 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: Edge of Town Centre 2 Suburban Area (PPS6 Out of Centre) 6 Edge of Town 10 Neighbourhood Centre (PPS6 Local Centre) 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 6 Commercial Zone 4 Residential Zone 1 Retail Zone 1 Built-Up Zone 1 Village 1 No Sub Category 5

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.

Filtering Stage 3 selection:

Use Class: B 1 19 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 7.1.3 200215 B17.07 (C) 2015 TRICS Consortium Ltd Tuesday 10/03/15 Page 3 WSP GROUP STREET NAME TOWN/CITY Licence No: 100314

Filtering Stage 3 selection (Cont.):

Population within 1 mile: 1,001 to 5,000 2 days 5,001 to 10,000 3 days 10,001 to 15,000 6 days 15,001 to 20,000 1 days 20,001 to 25,000 1 days 25,001 to 50,000 6 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 2 days 50,001 to 75,000 2 days 75,001 to 100,000 1 days 100,001 to 125,000 3 days 125,001 to 250,000 5 days 250,001 to 500,000 3 days 500,001 or More 3 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 11 days 1.1 to 1.5 8 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: Yes 2 days No 17 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. TRICS 7.1.3 200215 B17.07 (C) 2015 TRICS Consortium Ltd Tuesday 10/03/15 Page 4 WSP GROUP STREET NAME TOWN/CITY Licence No: 100314

LIST OF SITES relevant to selection parameters

1 CF-02-B-02 BUSINESS/TECH. UNITS CARDIFF CRICKHOWELL ROAD ST MELLONS CARDIFF Suburban Area (PPS6 Out of Centre) No Sub Category Total Gross floor area: 2 5 8 7 sqm Survey date: FRIDAY 20/10/06 Survey Type: MANUAL 2 CF-02-B-03 BUSINESS PARK CARDIFF FORTRAN ROAD ST MELLONS C A R D I F F Edge of Town Industrial Zone Total Gross floor area: 9 5 2 0 sqm Survey date: MONDAY 18/10/10 Survey Type: MANUAL 3 CP-02-B-01 BUSINESS PARK CAERPHILLY VAN ROAD

CAERPHILLY Edge of Town Commercial Zone Total Gross floor area: 1 4 4 5 0 sqm Survey date: TUESDAY 17/07/12 Survey Type: MANUAL 4 DC-02-B-01 BUSINESS PARK DORSET COMMERCIAL ROAD

POOLE Suburban Area (PPS6 Out of Centre) Built-Up Zone Total Gross floor area: 1 5 7 0 sqm Survey date: THURSDAY 17/07/08 Survey Type: MANUAL 5 EB-02-B-03 BUSINESS PARK CITY OF EDINBURGH LOGIE GREEN ROAD

EDINBURGH Suburban Area (PPS6 Out of Centre) Industrial Zone Total Gross floor area: 6 6 7 5 sqm Survey date: TUESDAY 01/05/07 Survey Type: MANUAL 6 FA-02-B-02 BUSINESS PARK FALKIRK CALLENDAR BOULEVARD CALLENDAR PARK FALKIRK Edge of Town Commercial Zone Total Gross floor area: 1 6 0 0 0 sqm Survey date: FRIDAY 31/05/13 Survey Type: MANUAL 7 GM-02-B-03 BUSINESS PARK GREATER MANCHESTER CROSS STREET

SALE Edge of Town Industrial Zone Total Gross floor area: 3 9 8 5 sqm Survey date: TUESDAY 18/10/11 Survey Type: MANUAL 8 HE-02-B-01 BUSINESS PARK HEREFORDSHIRE A4103 WHITESTONE NEAR HEREFORD Neighbourhood Centre (PPS6 Local Centre) Village Total Gross floor area: 1 8 8 0 8 sqm Survey date: TUESDAY 13/09/11 Survey Type: MANUAL TRICS 7.1.3 200215 B17.07 (C) 2015 TRICS Consortium Ltd Tuesday 10/03/15 Page 5 WSP GROUP STREET NAME TOWN/CITY Licence No: 100314

LIST OF SITES relevant to selection parameters (Cont.)

9 LC-02-B-03 BUSINESS PARK LANCASHIRE NAVIGATION WAY

PRESTON Edge of Town Commercial Zone Total Gross floor area: 3 4 5 0 sqm Survey date: TUESDAY 18/10/11 Survey Type: MANUAL 10 NF-02-B-02 BUSINESS PARK NORFOLK WHITING ROAD LONG JOHN'S HILL NORWICH Edge of Town Retail Zone Total Gross floor area: 7 4 0 0 sqm Survey date: THURSDAY 17/05/07 Survey Type: MANUAL 11 NT-02-B-01 BUSINESS PARK NOTTINGHAMSHIRE PARK LANE

NOTTINGHAM Suburban Area (PPS6 Out of Centre) No Sub Category Total Gross floor area: 2 3 2 1 sqm Survey date: THURSDAY 17/05/07 Survey Type: MANUAL 12 SC-02-B-03 BUSINESS PARK SURREY A331

FRIMLEY Edge of Town Centre No Sub Category Total Gross floor area: 2 0 1 6 0 sqm Survey date: TUESDAY 27/11/12 Survey Type: MANUAL 13 SF-02-B-01 BUSINESS PK SUFFOLK KEMPSON WAY

BURY ST EDMUNDS Edge of Town Industrial Zone Total Gross floor area: 2 4 8 0 sqm Survey date: WEDNESDAY 10/05/06 Survey Type: MANUAL 14 SH-02-B-03 BUSINESS CENTRE SHROPSHIRE CASTLE STREET HADLEY TELFORD Suburban Area (PPS6 Out of Centre) No Sub Category Total Gross floor area: 1 3 0 0 sqm Survey date: TUESDAY 16/06/09 Survey Type: MANUAL 15 SH-02-B-04 BUSINESS PARK SHROPSHIRE STAFFORD COURT

TELFORD Edge of Town Centre Commercial Zone Total Gross floor area: 1 0 1 7 5 sqm Survey date: THURSDAY 24/10/13 Survey Type: MANUAL TRICS 7.1.3 200215 B17.07 (C) 2015 TRICS Consortium Ltd Tuesday 10/03/15 Page 6 WSP GROUP STREET NAME TOWN/CITY Licence No: 100314

LIST OF SITES relevant to selection parameters (Cont.)

16 WL-02-B-01 BUSINESS PK WILTSHIRE HIGH STREET COPED HALL WOOTTON BASSETT Edge of Town Residential Zone Total Gross floor area: 2 6 0 0 sqm Survey date: MONDAY 02/10/06 Survey Type: MANUAL 17 WO-02-B-01 BUSINESS PARK WORCESTERSHIRE BURNT MEADOW ROAD MOORS MOAT NTH IND. EST REDDITCH Edge of Town Industrial Zone Total Gross floor area: 3 5 2 5 sqm Survey date: TUESDAY 02/05/06 Survey Type: MANUAL 18 WY-02-B-01 BUSINESS PARK WEST YORKSHIRE ROSEVILLE ROAD

LEEDS Suburban Area (PPS6 Out of Centre) Industrial Zone Total Gross floor area: 4 0 7 8 sqm Survey date: FRIDAY 20/09/13 Survey Type: MANUAL 19 WY-02-B-02 BUSINESS PARK WEST YORKSHIRE ARMITAGE BRIDGE

HUDDERSFIELD Edge of Town No Sub Category Total Gross floor area: 9 2 0 0 sqm Survey date: WEDNESDAY 23/04/14 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 7.1.3 200215 B17.07 (C) 2015 TRICS Consortium Ltd Tuesday 10/03/15 Page 7 WSP GROUP STREET NAME TOWN/CITY Licence No: 100314

TRIP RATE for Land Use 02 - EMPLOYMENT/B - BUSINESS PARK 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 06:00 - 07:00 07:00 - 08:00 19 7383 0.503 19 7383 0.058 19 7383 0.561 08:00 - 09:00 19 7383 1.381 19 7383 0.210 19 7383 1.591 09:00 - 10:00 19 7383 0.741 19 7383 0.280 19 7383 1.021 10:00 - 11:00 19 7383 0.321 19 7383 0.264 19 7383 0.585 11:00 - 12:00 19 7383 0.259 19 7383 0.291 19 7383 0.550 12:00 - 13:00 19 7383 0.378 19 7383 0.532 19 7383 0.910 13:00 - 14:00 19 7383 0.460 19 7383 0.380 19 7383 0.840 14:00 - 15:00 19 7383 0.319 19 7383 0.330 19 7383 0.649 15:00 - 16:00 19 7383 0.254 19 7383 0.475 19 7383 0.729 16:00 - 17:00 19 7383 0.211 19 7383 0.736 19 7383 0.947 17:00 - 18:00 19 7383 0.151 19 7383 1.090 19 7383 1.241 18:00 - 19:00 18 7282 0.060 18 7282 0.344 18 7282 0.404 19:00 - 20:00 20:00 - 21:00 21:00 - 22:00 22:00 - 23:00 23:00 - 24:00 Total Rates: 5.038 4.990 1 0.028

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.

Parameter summary

Trip rate parameter range selected: 1300 - 20160 (units: sqm) Survey date date range: 01/01/06 - 23/04/14 Number of weekdays (Monday-Friday): 19 Number of Saturdays: 0 Number of Sundays: 0 Surveys manually removed from selection: 2

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 7.1.3 200215 B17.07 (C) 2015 TRICS Consortium Ltd Tuesday 10/03/15 Page 8 WSP GROUP STREET NAME TOWN/CITY Licence No: 100314

This graph is a visual representation of the trip rate calculation results screen. The same time periods and trip rates are displayed, but in addition there is an additional column showing the percentage of the total trip rate by individual time period, allowing peak periods to be easily identified through observation. Note that the type of count and the selected direction is shown at the top of the graph. TRICS 7.1.3 200215 B17.07 (C) 2015 TRICS Consortium Ltd Tuesday 10/03/15 Page 9 WSP GROUP STREET NAME TOWN/CITY Licence No: 100314

This graph is a visual representation of the trip rate calculation results screen. The same time periods and trip rates are displayed, but in addition there is an additional column showing the percentage of the total trip rate by individual time period, allowing peak periods to be easily identified through observation. Note that the type of count and the selected direction is shown at the top of the graph. TRICS 7.1.3 200215 B17.07 (C) 2015 TRICS Consortium Ltd Tuesday 10/03/15 Page 10 WSP GROUP STREET NAME TOWN/CITY Licence No: 100314

This graph is a visual representation of the trip rate calculation results screen. The same time periods and trip rates are displayed, but in addition there is an additional column showing the percentage of the total trip rate by individual time period, allowing peak periods to be easily identified through observation. Note that the type of count and the selected direction is shown at the top of the graph. TRICS 7.1.3 200215 B17.07 (C) 2015 TRICS Consortium Ltd Tuesday 10/03/15 Page 11 WSP GROUP STREET NAME TOWN/CITY Licence No: 100314

TRIP RATE for Land Use 02 - EMPLOYMENT/B - BUSINESS PARK 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 06:00 - 07:00 07:00 - 08:00 19 7383 0.004 19 7383 0.004 19 7383 0.008 08:00 - 09:00 19 7383 0.015 19 7383 0.009 19 7383 0.024 09:00 - 10:00 19 7383 0.010 19 7383 0.014 19 7383 0.024 10:00 - 11:00 19 7383 0.008 19 7383 0.008 19 7383 0.016 11:00 - 12:00 19 7383 0.007 19 7383 0.008 19 7383 0.015 12:00 - 13:00 19 7383 0.009 19 7383 0.006 19 7383 0.015 13:00 - 14:00 19 7383 0.003 19 7383 0.006 19 7383 0.009 14:00 - 15:00 19 7383 0.008 19 7383 0.006 19 7383 0.014 15:00 - 16:00 19 7383 0.009 19 7383 0.007 19 7383 0.016 16:00 - 17:00 19 7383 0.009 19 7383 0.014 19 7383 0.023 17:00 - 18:00 19 7383 0.003 19 7383 0.003 19 7383 0.006 18:00 - 19:00 17 6861 0.001 17 6861 0.003 17 6861 0.004 19:00 - 20:00 20:00 - 21:00 21:00 - 22:00 22:00 - 23:00 23:00 - 24:00 Total Rates: 0.086 0.088 0.174

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.

Parameter summary

Trip rate parameter range selected: 1300 - 20160 (units: sqm) Survey date date range: 01/01/06 - 23/04/14 Number of weekdays (Monday-Friday): 19 Number of Saturdays: 0 Number of Sundays: 0 Surveys manually removed from selection: 2

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 7.1.3 200215 B17.07 (C) 2015 TRICS Consortium Ltd Tuesday 10/03/15 Page 12 WSP GROUP STREET NAME TOWN/CITY Licence No: 100314

This graph is a visual representation of the trip rate calculation results screen. The same time periods and trip rates are displayed, but in addition there is an additional column showing the percentage of the total trip rate by individual time period, allowing peak periods to be easily identified through observation. Note that the type of count and the selected direction is shown at the top of the graph. TRICS 7.1.3 200215 B17.07 (C) 2015 TRICS Consortium Ltd Tuesday 10/03/15 Page 13 WSP GROUP STREET NAME TOWN/CITY Licence No: 100314

This graph is a visual representation of the trip rate calculation results screen. The same time periods and trip rates are displayed, but in addition there is an additional column showing the percentage of the total trip rate by individual time period, allowing peak periods to be easily identified through observation. Note that the type of count and the selected direction is shown at the top of the graph. TRICS 7.1.3 200215 B17.07 (C) 2015 TRICS Consortium Ltd Tuesday 10/03/15 Page 14 WSP GROUP STREET NAME TOWN/CITY Licence No: 100314

This graph is a visual representation of the trip rate calculation results screen. The same time periods and trip rates are displayed, but in addition there is an additional column showing the percentage of the total trip rate by individual time period, allowing peak periods to be easily identified through observation. Note that the type of count and the selected direction is shown at the top of the graph. TRICS 7.1.3 200215 B17.07 (C) 2015 TRICS Consortium Ltd Tuesday 10/03/15 Page 15 WSP GROUP STREET NAME TOWN/CITY Licence No: 100314

TRIP RATE for Land Use 02 - EMPLOYMENT/B - BUSINESS PARK PSVS 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 06:00 - 07:00 07:00 - 08:00 19 7383 0.000 19 7383 0.000 19 7383 0.000 08:00 - 09:00 19 7383 0.000 19 7383 0.000 19 7383 0.000 09:00 - 10:00 19 7383 0.000 19 7383 0.000 19 7383 0.000 10:00 - 11:00 19 7383 0.001 19 7383 0.001 19 7383 0.002 11:00 - 12:00 19 7383 0.001 19 7383 0.001 19 7383 0.002 12:00 - 13:00 19 7383 0.001 19 7383 0.001 19 7383 0.002 13:00 - 14:00 19 7383 0.001 19 7383 0.001 19 7383 0.002 14:00 - 15:00 19 7383 0.000 19 7383 0.000 19 7383 0.000 15:00 - 16:00 19 7383 0.001 19 7383 0.001 19 7383 0.002 16:00 - 17:00 19 7383 0.000 19 7383 0.000 19 7383 0.000 17:00 - 18:00 19 7383 0.000 19 7383 0.000 19 7383 0.000 18:00 - 19:00 18 7282 0.000 18 7282 0.000 18 7282 0.000 19:00 - 20:00 20:00 - 21:00 21:00 - 22:00 22:00 - 23:00 23:00 - 24:00 Total Rates: 0.005 0.005 0.010

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.

Parameter summary

Trip rate parameter range selected: 1300 - 20160 (units: sqm) Survey date date range: 01/01/06 - 23/04/14 Number of weekdays (Monday-Friday): 19 Number of Saturdays: 0 Number of Sundays: 0 Surveys manually removed from selection: 2

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 7.1.3 200215 B17.07 (C) 2015 TRICS Consortium Ltd Tuesday 10/03/15 Page 16 WSP GROUP STREET NAME TOWN/CITY Licence No: 100314

This graph is a visual representation of the trip rate calculation results screen. The same time periods and trip rates are displayed, but in addition there is an additional column showing the percentage of the total trip rate by individual time period, allowing peak periods to be easily identified through observation. Note that the type of count and the selected direction is shown at the top of the graph. TRICS 7.1.3 200215 B17.07 (C) 2015 TRICS Consortium Ltd Tuesday 10/03/15 Page 17 WSP GROUP STREET NAME TOWN/CITY Licence No: 100314

This graph is a visual representation of the trip rate calculation results screen. The same time periods and trip rates are displayed, but in addition there is an additional column showing the percentage of the total trip rate by individual time period, allowing peak periods to be easily identified through observation. Note that the type of count and the selected direction is shown at the top of the graph. TRICS 7.1.3 200215 B17.07 (C) 2015 TRICS Consortium Ltd Tuesday 10/03/15 Page 18 WSP GROUP STREET NAME TOWN/CITY Licence No: 100314

This graph is a visual representation of the trip rate calculation results screen. The same time periods and trip rates are displayed, but in addition there is an additional column showing the percentage of the total trip rate by individual time period, allowing peak periods to be easily identified through observation. Note that the type of count and the selected direction is shown at the top of the graph. TRICS 7.1.3 200215 B17.07 (C) 2015 TRICS Consortium Ltd Tuesday 10/03/15 Page 19 WSP GROUP STREET NAME TOWN/CITY Licence No: 100314

TRIP RATE for Land Use 02 - EMPLOYMENT/B - BUSINESS PARK CYCLISTS 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 06:00 - 07:00 07:00 - 08:00 19 7383 0.009 19 7383 0.001 19 7383 0.010 08:00 - 09:00 19 7383 0.023 19 7383 0.000 19 7383 0.023 09:00 - 10:00 19 7383 0.005 19 7383 0.001 19 7383 0.006 10:00 - 11:00 19 7383 0.001 19 7383 0.001 19 7383 0.002 11:00 - 12:00 19 7383 0.001 19 7383 0.001 19 7383 0.002 12:00 - 13:00 19 7383 0.002 19 7383 0.004 19 7383 0.006 13:00 - 14:00 19 7383 0.004 19 7383 0.004 19 7383 0.008 14:00 - 15:00 19 7383 0.004 19 7383 0.001 19 7383 0.005 15:00 - 16:00 19 7383 0.001 19 7383 0.004 19 7383 0.005 16:00 - 17:00 19 7383 0.001 19 7383 0.004 19 7383 0.005 17:00 - 18:00 19 7383 0.002 19 7383 0.022 19 7383 0.024 18:00 - 19:00 18 7282 0.000 18 7282 0.007 18 7282 0.007 19:00 - 20:00 20:00 - 21:00 21:00 - 22:00 22:00 - 23:00 23:00 - 24:00 Total Rates: 0.053 0.050 0.103

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.

Parameter summary

Trip rate parameter range selected: 1300 - 20160 (units: sqm) Survey date date range: 01/01/06 - 23/04/14 Number of weekdays (Monday-Friday): 19 Number of Saturdays: 0 Number of Sundays: 0 Surveys manually removed from selection: 2

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 7.1.3 200215 B17.07 (C) 2015 TRICS Consortium Ltd Tuesday 10/03/15 Page 20 WSP GROUP STREET NAME TOWN/CITY Licence No: 100314

This graph is a visual representation of the trip rate calculation results screen. The same time periods and trip rates are displayed, but in addition there is an additional column showing the percentage of the total trip rate by individual time period, allowing peak periods to be easily identified through observation. Note that the type of count and the selected direction is shown at the top of the graph. TRICS 7.1.3 200215 B17.07 (C) 2015 TRICS Consortium Ltd Tuesday 10/03/15 Page 21 WSP GROUP STREET NAME TOWN/CITY Licence No: 100314

This graph is a visual representation of the trip rate calculation results screen. The same time periods and trip rates are displayed, but in addition there is an additional column showing the percentage of the total trip rate by individual time period, allowing peak periods to be easily identified through observation. Note that the type of count and the selected direction is shown at the top of the graph. TRICS 7.1.3 200215 B17.07 (C) 2015 TRICS Consortium Ltd Tuesday 10/03/15 Page 22 WSP GROUP STREET NAME TOWN/CITY Licence No: 100314

This graph is a visual representation of the trip rate calculation results screen. The same time periods and trip rates are displayed, but in addition there is an additional column showing the percentage of the total trip rate by individual time period, allowing peak periods to be easily identified through observation. Note that the type of count and the selected direction is shown at the top of the graph.

Appendix F – Existing Catchment Plan

Project:

Dated: 12/03/2015 Gascoyne Cecil Estates