Strand Meadow, Burwash

STRAND MEADOW, BURWASH

Proposed Residential Development

Transport Report

Prepared on behalf of The Park Lane Group

PKLG/18/4357/TS01 June 2018

DOCUMENT CONTROL

Project: Strand Meadow, Burwash Proposed Residential Development

Document: Transport Report

Client: The Park Lane Group

Reference: PKLG/18/4357/TS01

Document Checking:

Author: WTT Date 19/06/2018

Checked by: JCS Date 19/06/2018

Approved by: NDR Date 19/06/2018

Status:

Issue Date Status Issued by 1. 18/06/2018 Final NDR 2. 19/06/2018 Final Rev A NDR 3. 4. 5. 6. 7.

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CONTENTS

1 INTRODUCTION ...... 1 1.1 Background ...... 1 1.2 Report Scope ...... 1 1.3 Report Structure...... 2 2 POLICY ...... 4 2.1 National Planning Policy Framework (March 2012)...... 4 2.2 Local Planning Policy ...... 4 3 BASELINE CONDITIONS ...... 6 3.1 Site Location ...... 6 3.2 Local Highway Network ...... 6 3.3 Accessibility Credentials ...... 7 Walking and Cycling ...... 8 Public Transport...... 8 3.4 Accident History...... 9 4 TRIP GENERATION ...... 10 4.1 Traffic Survey Data ...... 10 4.2 TRICS Assessment ...... 11 5 PARKING PROVISION ...... 13 5.1 Car Parking ...... 13 5.2 Cycle Parking ...... 13 6 ACCESS ARRANGEMENTS AND HIGHWAY WORKS ...... 15 6.1 Background Discussions ...... 15 6.2 Proposed Access Arrangements ...... 15 6.3 Off-Site Highway Works ...... 16 7 SUMMARY AND CONCLUSIONS ...... 17

PLANS

Plan 01 Site Location and Accessibility Plan

DRAWINGS

2018/4357/001 Proposed Access Arrangement 2018/4357/002 Swept Path Assessment 2018/4357/003 Visibility at Strand Meadow / Shrub Lane Junction

APPENDICES

Appendix A Proposed Site Layout Appendix B Accident Collision Map Appendix C Traffic Survey Results Appendix D TRICS Outputs Appendix E ESCC Parking Demand Calculator

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1 INTRODUCTION

1.1 Background

1.1.1 RGP is commissioned by The Park Lane Group to provide highways and transport planning advice in respect to the proposed development of land at Strand Meadow, Burwash.

1.1.2 This Transport Report has been prepared to support a full planning application for residential development of 30 dwellings on land to the south-west of Strand Meadow. Vehicular access to the site would be provided via a continuation of Strand Meadow. The proposed site layout is attached at Appendix A.

1.1.3 Strand Meadow forms a cul-de-sac that takes access from Shrub Lane, a local distributor road providing links between Burwash, Ticehurst and Stonegate. Strand Meadow directly serves around 133 residential dwellings off Shrub Lane and also provides access to two further culs-de-sac including Beechwood Close and Hornbeam. Strand Meadow currently terminates at the entrance to the site by way of a gated field access and turning area.

1.1.4 At a Planning Committee meeting on 15th December 2011, Rother District Council resolved to grant planning permission (application no. RR/2011/2205/P) for residential development on the land, comprising 17 dwellings.

1.1.5 A further application for 32 dwellings (subsequently reduced to 30 dwellings) on the site (application no. RR/2017/582/P), accessed via the south-western end of Strand Meadow, was approved by Rother District Council in March 2018. The application was accompanied by a Transport Report, prepared by RGP, that both the Planning Authority and Highway Authority deemed to be acceptable in relation to the proposed means of access from Strand Meadow, the amount of traffic likely to be generated and other transport and highway matters.

1.2 Report Scope

1.2.1 This report has been prepared in accordance with ESCC’s “Transport Assessments, Transport Statements and Transport Reports – Guidance for Development Proposals in East Sussex” (October 2009), with consideration also given to the Government’s “Planning Practice Guidance: Transport evidence bases in plan making” (October 2014).

1.2.2 ESCC’s guidance note states that all planning applications within East Sussex should include a document specifically addressing transport issues and dealing with:

(i) Transport consequences of the development;

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(ii) Details of measures and/or initiatives proposes to provide for the transport demands arising from the development and to mitigate its transport impacts.

1.2.3 Table 1 of ESCC’s guidance confirms the type of document required to support a development based on the size of residential scheme proposed. For housing developments (C3 land use) of between 5 and 35 residential dwellings, a ‘Transport Report’ is required and considered to be appropriate in this instance and covers all required aspects.

1.2.4 In 2006, RGP entered into pre-application discussions with East Sussex County Council (ESCC), as highway authority, with respect to a planning application for residential development, although no formal application was progressed at that time.

1.2.5 As part of those discussions, ESCC confirmed that an assessment could be undertaken in respect to housing numbers served by Strand Meadow and a traffic survey undertaken to confirm local trip rates. A survey was subsequently undertaken on Tuesday 25th April 2006 by an independent survey company (Modal Data).

1.2.6 This traffic data forms the basis of the assessment of trip generation for the proposed development. Although this survey data is now 12 years old, no significant development has taken place along Strand Meadow since, and therefore it is still considered to have some relevance in determining existing traffic generation characteristics of residential properties on Strand Meadow.

1.2.7 In order to validate the results of the survey, a further TRICS assessment is summarised within this Transport Report.

1.3 Report Structure

1.3.1 This Transport Report gives particular consideration to the accessibility credentials, access arrangements, parking requirement and trip generation impact of the proposals. The remainder of this report comprises the following sections:

(i) Section 2: Policy Review – A summary of relevant national, regional and local transport policy relevant to the proposals;

(ii) Section 3: Baseline Conditions – Review of the site’s location relative to the highway network, public transport services and a review of accident data;

(iii) Section 4: Trip Generation Impact – An assessment of the likely vehicle movements which would be generated at the site;

(iv) Section 5: Parking – Consideration of appropriate car parking provision in accordance with local standards;

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(v) Section 6: Access Arrangements and Highway Works – Review of the access layout with consideration to the anticipated vehicle types and swept path analysis;

(vi) Section 7: Summary and Conclusions.

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2 POLICY

2.1 National Planning Policy Framework (March 2012)

2.1.1 The National Planning Policy Framework (NPPF) came into effect in March 2012 and replaces all previous government planning policy guidance. The NPPF broadly covers all aspects of planning policy and the extracts below detail those relevant to this site and transport.

2.1.2 Paragraph 32 outlines the basic transport requirements for developments to provide, and states that all developments that generate significant amounts of movement should be supported by a Transport Statement or Transport Assessment. As detailed in Section 1, this report has been prepared in accordance with guidance provided by ESCC and is considered to be sufficient for the level of development proposed. Paragraph 32 goes on to state that:

(i) Plans and decisions should take account of whether 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;

(ii) safe and suitable access to the site can be achieved for all people; and

(iii) 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 development are severe.

2.2 Local Planning Policy

2.2.1 The Rother Local Plan Core Strategy was adopted in September 2014 and sets out the Council’s vision and objectives that will guide future development in the district up until 2028. The Core Strategy replaces a number of policies from the Rother District Local Plan, however some have been saved and remain applicable.

2.2.2 This site is allocated for residential development as part of saved policy VL1 of the July 2006 Rother District Local Plan, along with access gained from Strand Meadow.

2.2.3 Although the Local Plan allocation of the site states that no more than 17 dwellings should be provided, this was based solely on the number of dwellings already served, as opposed to any shortcomings in the design, capacity or highway safety of Strand Meadow.

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2.2.4 This figure was however based on out-dated information adopted previously within the replaced ESCC design guidance. This stated that the existing Strand Meadow, classed as a Feeder Road, should serve a maximum of 150 units under its classification. Previous discussions with the Highway Authority have confirmed that a greater number of dwellings could be accommodated at the site, and indeed planning permission for 30 dwellings on the site was granted in March 2018 (application no. RR/2017/582/P).

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3 BASELINE CONDITIONS

3.1 Site Location

3.1.1 Plan 01 attached hereto illustrates the location of the site in relation to the local highway network, as well as its proximity to local amenities and public transport.

3.1.2 The site is located approximately 700 metres from Burwash village centre and its associated facilities.

3.2 Local Highway Network

3.2.1 As identified above, the site lies to the north-west of Shrub Lane, a local distributor road which provides links to the north towards Stonegate, Ticehurst and onwards to the B2099 which in turn provides links towards Wadhurst. To the south of the site Shrub Lane provides access to the A265 which is a main county distributor road, providing links between Heathfield and Etchingham, through the main village centre of Burwash.

3.2.2 As illustrated by the photographs below, Strand Meadow is a lightly trafficked residential cul-de-sac comprising primarily of semi-detached properties with a typical carriageway width of 4.8 metres and footways on both sides. The majority of properties served by Strand Meadow are provided with either a driveway or a garage, although given its residential nature, on-street parking does occur along its length.

Existing Conditions on Strand Meadow

3.2.3 Strand Meadow forms a priority junction with Shrub Lane at its south-east end. Shrub Lane is an unclassified road subject to a 30mph speed limit in the vicinity of the junction with Strand Meadow. The further photograph below illustrates the existing junction arrangement.

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Strand Meadow / Shrub Lane junction

3.2.4 An existing good level of visibility is provided along Shrub Lane in either direction for vehicles emerging from Strand Meadow, which benefits from a wide, open frontage. Drawing 2018/4357/003 attached hereto illustrates the existing good level of visibility from a 2.4 metre setback.

3.3 Accessibility Credentials

3.3.1 Plan 01, attached hereto, illustrates the site location in the context of local public transport, public footpath links and facilities within close proximity to the site.

3.3.2 Burwash village centre is located within approximately 700 metres (or a 9-minute walk) from the site. The village centre provides key local services, including a public house, convenience store, several church’s, community centre, primary school, doctor’s surgery and village hall. It is therefore considered that the local centre would cater for the majority of the day-to-day needs of prospective residents of the proposed development.

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Walking and Cycling

3.3.3 Wide footways are available along both sides of Strand Meadow to Shrub Lane. Footways continue along Shrub Lane, providing a convenient link into the village centre to the south.

3.3.4 Additionally, as illustrated within Plan 01, a public footpath runs along the site’s north- eastern boundary, providing a direct link south-east to Shrub Lane and continuing north-west of the site.

Public Transport

3.3.5 The 231 bus service is accessible on Shrub Lane within 400m (or a 5-minute walk) from the proposed development. As illustrated by the photograph below the bus stop benefits from sheltered waiting facilities, as well as a footway linking towards the site.

Bus stop and waiting facilities on Shrub Lane

3.3.6 Heathfield, as well as Uckfield and Etchingham are served by the 231 service which operates with a typical frequency of 1 service every 2 hours between approximately 08:00 and 18:30 Monday to Friday. This service is therefore likely to be attractive to existing and future residents, offering a convenient link to further leisure, retail and employment opportunities away from Burwash.

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3.3.7 For local shopping trips, beyond that offered by the local convenience store within Burwash, as well as further leisure and employment opportunities, the town of Heathfield offers the closest and most accessible major food retail units.

3.3.8 The closest railway station is Etchingham, which is located approximately 4.6km from the site and provides services towards Hastings and London Charing Cross. Services from Etchingham operate with a typical off peak frequency of one train per hour, and up to 5 trains per hour during the AM and PM peak periods in both directions. Etchingham Station benefits from secure and sheltered cycle parking.

3.3.9 Residents of the proposed development could conveniently cycle to Etchingham railway station, and continue their journey onwards by train. In addition, Etchingham railway station is also served by the 231 bus route which provides services throughout the day.

3.3.10 Parking is also available for onward commuting trips, with residents of the site able to drive to the station and travel further afield towards London or Hastings for example, as part of their daily commute. This is considered to be a sustainable mode of travel, allowing a shorter driving distance to a local station rather than travelling the full distance to work by car.

3.3.11 In summary, it is considered that the public transport provision in the vicinity of the site is good, with residents of the proposed development able to reach employment and leisure facilities with relative ease. Rail services from Etchingham provide regular trains to destinations further afield such as London, and Hastings which would be attractive for commuters, for example.

3.4 Accident History

3.4.1 Collision data in East Sussex can be obtained from Sussex Safer Roads Partnership (SSRP). The interactive map on the SSRP website provides plots identifying the locations of all collisions recorded since March 2013 (i.e. the most recent 5 years).

3.4.2 A review of the accident data locally was conducted as part of the consented Transport Report in 2017, which confirmed that no accidents have occurred within the immediate vicinity of the site.

3.4.3 An up-to-date review of the interactive map confirms that there have been no additional accidents on Strand Meadow or in the vicinity of the site junction between Strand Meadow and Shrub Lane over the most recent 5-year period. It is therefore considered that there are no underlying road safety concerns associated with this junction that could be exacerbated as a result of the development proposals. A copy of the information contained on the interactive map is attached at Appendix B.

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4 TRIP GENERATION

4.1 Traffic Survey Data

4.1.1 The traffic generation characteristics of the proposed development have been previously established through the undertaking of a traffic survey of the existing residential dwellings accessible from Strand Meadow.

4.1.2 The survey was undertaken by an independent survey company and recorded all vehicle turning movements between Strand Meadow and Shrub Lane, enabling the existing trip rates of the 133 dwellings accessed off Strand Meadow to be calculated. This survey was undertaken during April 2006 during school term-time and is considered representative of a neutral working weekday.

4.1.3 Figure 4.1, below provides a summary of the observed traffic generation and trip rate during the conventional highway peak hours and typical weekday. The full survey results are attached at Appendix C.

Time Period Traffic Generation Trip Rate

Arrivals Departures 2-way Arrivals Departures 2-way

AM Peak Hour 22 64 86 0.17 0.48 0.65 (08:00 – 09:00)

PM Peak Hour 50 19 69 0.38 0.14 0.52 (17:00 – 18:00)

Daily Total 309 307 616 2.32 2.31 4.63

Figure 4.1 Recorded Traffic Generation – Strand Meadow

4.1.4 The existing site does not currently generate any vehicular traffic. Based on the above surveyed trip rates, the proposed development of 30 residential units would generate the following daily and peak hour vehicle movements, as summarised within Figure 4.2, below.

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Time Period Arrivals Departures 2-way

AM Peak Hour 5 14 20 (08:00 – 09:00)

PM Peak Hour 11 4 16 (17:00 – 18:00)

Daily Total 70 69 139

*Note: Discrepancies due to rounding

Figure 4.2 Proposed Traffic Generation (30 Residential Units) – Survey Data

4.1.5 As summarised above, the proposals would likely generate a maximum of 20 two-way vehicle movements during the AM peak hour, 16 two-way vehicle movements during the PM peak hour and a total of 139 two-way vehicle movements over the course of a typical weekday.

4.2 TRICS Assessment

4.2.1 Although this survey data is site-specific and hence particularly comparable, the survey was undertaken in April 2006 and therefore may be considered out of date. In order to provide further validity, a TRICS assessment has been undertaken to further consider traffic generation.

4.2.2 The TRICS database is the industry standard tool in establishing trip rates and comprises survey data from a range of sites across the UK of varying use classes. The TRICS sites chosen are comparably located residential (C3) land uses in semi-rural locations.

4.2.3 Figure 4.3, below, provides a summary of the trip rates and the corresponding trip generation for the proposed 30 residential dwellings. The full TRICS outputs are attached hereto at Appendix D.

Time Period Trip Rate Traffic Generation

Arrivals Departures 2-way Arrivals Departures 2-way

AM Peak Hour 0.131 0.381 0.512 4 11 15 (08:00 – 09:00)

PM Peak Hour 0.332 0.182 0.514 10 5 15 (17:00 – 18:00)

Daily Total 2.231 2.322 4.553 67 70 137

Figure 4.3. Proposed Traffic Generation (30 Residential Units) – TRICS Data

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4.2.4 As summarised above, based on TRICS data the proposed 30 dwelling development would generate 15 two-way vehicle movements during each of the AM and PM peak hours and 137 two-way vehicle movements over the course of a typical weekday, consistent with the consented scheme.

4.2.5 This is particularly comparable to the survey data presented within Figure 4.1 and Figure 4.2 of this report which was previously captured at the site in April 2006. The April 2006 survey did in fact record marginally higher trip rates during each of the peak hours and over the course of a day, and hence is considered to be a robust assessment of the site’s trip generation credentials.

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5 PARKING PROVISION

5.1 Car Parking

5.1.1 ESCC uses a car parking demand calculator to establish the likely parking demand and subsequent parking requirements for new residential developments. This takes into account a range of factors including local car ownership levels and the number of habitable rooms within each dwelling to calculate a suitable parking provision for residents and visitors.

5.1.2 The development proposals would comprise the following unit mix, as indicated on the site layout plan at Appendix A.

(i) 2 x 1 bed flats;

(ii) 2 x 2 bed flats;

(iii) 26 x 3 bed houses.

5.1.3 Under the development proposals car parking would be provided in line with the parking demand calculator, which is attached at Appendix E. This identifies a requirement for 58 parking spaces in total.

5.2 Cycle Parking

5.2.1 Local cycle parking standards are contained within ESCC’s Guidance for Parking at New Residential Development document (adopted November 2003) sets the minimum cycle parking standards for residential developments, as summarised below:

Type of Dwelling Size (number of bedrooms) Cycle provision (per unit)

0.5 spaces if communal storage Flats 1 and 2 bedrooms 1 space if no communal storage 3 bedrooms of more 1 space

Houses 1 and 2 bedrooms 1 space 3 bedrooms or more 2 spaces

Figure 5.1. ESCC Residential Cycle Parking Standards

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5.2.2 The proposed development would provide sufficient cycle parking in line with the above standards. These would be provided in the form of internal storage space within each dwelling, providing covered and secure parking facilities.

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6 ACCESS ARRANGEMENTS AND HIGHWAY WORKS

6.1 Background Discussions

6.1.1 During pre-application discussions for the previous application, a number of highway works have been identified by ESCC as being necessary to facilitate the development. In summary these comprise the following:

(i) The construction of the new access;

(ii) The existing turning head at the end of Strand Meadow formalised and retained for turning;

(iii) The footway on the northern side of Strand Meadow to be narrowed to provide additional on-street resident parking for a length of approximately 50m;

6.1.2 Drawing 2018/4357/001, attached hereto, shows the proposed highway works, which has been prepared in accordance with the advice above.

6.2 Proposed Access Arrangements

6.2.1 The access road into the site would form a continuation of Strand Meadow, with the connection illustrated within drawing 2018/4357/001. As illustrated a 5.5m carriageway width would be provided, sufficient to facilitate two-way vehicle flows through the site.

6.2.2 A 1.8m pedestrian footway would continue into the site along the eastern side of the access road for approximately 21m. A raised table would be provided upon entry to the site and beyond this the 5.0m wide carriageway would be retained as a shared surface which is considered suitable in lightly trafficked locations such as this.

6.2.3 An uncontrolled pedestrian crossing would also be provided by way of a dropped kerb and tactile paving to maintain a link between the public footpaths crossing the end of Strand Meadow. Additionally, a footpath link would be provided south of the site which would pass through the playing field and then connect to Ham Lane to the south.

6.2.4 As illustrated within the proposed site layout (Appendix A) a turning head would be provided near the south-western extent of the access road to facilitate refuse vehicle turning as well as any light goods vehicles such as supermarket deliveries. Drawing 2018/4357/002, attached hereto, demonstrates that this area would be suitable and would allow sufficient manoeuvring space for a large refuse vehicle, delivery vehicle and fire tender. The availability of this turning head would ensure that all vehicles would access and egress the site in a forward gear.

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6.3 Off-Site Highway Works

6.3.1 As illustrated on drawing 2018/4357/001, the existing turning head on Strand Meadow would be retained and formalised and would be separated from the main through- route by carriageway markings. This facility would allow for turning by cars and delivery vehicles not associated with the development site.

6.3.2 Along the northern side of Strand Meadow the existing footway would be removed for a section of approximately 50m, allowing the carriageway to be widened to provide an additional area of on-street parking. The photograph below provides an indication of this section of road at present.

Strand Meadow – Looking North-East

6.3.3 In order to retain a 4.8m carriageway width along this section, the carriageway would also be widened slightly to the south. The footway along the southern side of Strand Meadow would therefore be marginally narrowed to a width of approximately 2.7m, which is considered to be a generous width considering the relatively low levels of pedestrian activity anticipated.

6.3.4 The highway works outside of the application site would be secured through a Planning Obligation and S278 Agreement (subject to further detailed design at that stage).

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7 SUMMARY AND CONCLUSIONS

7.1.1 This report considers the transport planning related aspects associated with the proposed residential development at Strand Meadow, Burwash, comprising 30 new residential dwellings. The following conclusions are made from this report:

(i) The majority of the site is allocated for housing development within local planning policy and the principle has been agreed by the Planning Authority through the grant of Planning Permission for 30 dwellings on the site in March 2018 (Planning Application number RR/2017/582/P);

(ii) The site is well located with convenient access to Burwash village centre for journeys on foot or by bicycle, while public transport services can serve journeys further afield;

(iii) A review of collision data confirms that there is no recent history of personal injury accidents on the local highway network;

(iv) The proposals would generate a total of 139 two-way vehicle movements over the course of a typical weekday, comprising a maximum of 20 two-way vehicle movements during the AM peak hour, consistent with the consented scheme;

(v) The development would provide suitable levels of car parking and cycle storage in accordance with ESCC’s current parking standards;

(vi) The proposed access arrangements would be suitable to serve the development, accommodating two-way vehicle flows and providing sufficient space for refuse vehicle manoeuvring;

(vii) A number of off-site highway works would be secured through a Section 278 agreement, providing additional on-street parking and the retention of a turning head in accordance with ESCC’s requirements.

7.1.2 Based on the findings of this report, as with the outline planning approval for 30 dwellings on the site, the details now submitted as part of a full planning application for the same number of dwellings remains acceptable from a transport planning and highway perspective.

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PLANS BUS TIMETABLE (Post Office Bus Stop) LEGEND Service Route Summary Typical Frequency Hours of Operation Mon-Fri: 11:02 - 17:52 Towards Stonegate / Ticehurst 231 Uckfield – Etchingham Mon-Sat: Every 2 hours Sat: 09:09 - 15:09 SITE LOCATION Burwash - Uplands 253 Mon-Fri: 1 service only Mon-Fri: 07:59 BUS STOPS Community College

Heathfield – Uckfield SCHOOL 331 Mon-Fri: 1 service only Mon-Fri: 07:45 Community College POST OFFICE

SURGERY

CHURCH

PUBLIC HOUSE Site Location – 0.7km (9 minute walk) to town centre VILLAGE HALL

PUBLIC FOOTPATH

Strand Meadow Bus Stop

Towards Etchingham / Hurst Green / A21

The Rose & Crown – 0.8km (10 minute Post Office – 0.9km (11 walk) from site minute walk) from site

Burwash Catholic Church – 1.1km (14 minute walk) from site St Bartholomew’s Church – 0.6km (8 minute walk) from site

Post Office Bus Stop

Transport Planning and Infrastructure Design Consultants The Bear Inn – Shackleford Suite, Mill Pool House, Mill Lane, 0.9km (11 minute Godalming, Surrey, GU7 1EY walk) from site Church of England Primary Tel: 01483 861681 Fax: 01483 861682 School – 0.8km (10 minute www.rgp.co.uk Fairfield Surgery – walk) from site Village Hall – 1.1km (14 Client: 1km (13 minute minute walk) from site walk) from site The Park Lane Group

Project: Land at Strand Meadow, Burwash

Title: Towards Wood’s Corner Site Location & Accessibility Plan Towards Heathfield / Etchingwood / Plan No: Job No: Date: Scale: Halisham / A21 Plan 01 16/3288 Jan 2017 NTS

Drawn By: Checked By: Approved By: Rev: GSE PJB NDR A

DRAWINGS

NOTES A3

44 STRAND MEADOW UNCONTROLLED PEDESTRIAN CROSSING. 39

REMOVAL OF FOOTWAY FOR CARRIAGEWAY WIDENING TO ALLOW FOR AN AREA OF ON-STREET PARKING. EXISTING AREA OF VERGE REMOVED TO PROVIDE CROSSING.

CONTINUATION OF PUBLIC FOOTPATH 29

AT LOWER LEVEL (AS EXISTING). 51

WIDENING OF CARRIAGEWAY TO ENSURE EXISTING TWO-WAY WIDTH (4.8 METRES) IS RETAINED.

EXISTING TURNING HEAD DEFINED AS SEGREGATED VERGE. FROM MAIN THROUGH ROUTE. A FURTHER TURNING HEAD IS PROVIDED ON SITE FOR REFUSE COLLECTION AND EMERGENCY VEHICLES (SEE UNCONTROLLED CROSSING LINKING DRAWING 2018/4358/002). EXISTING PEDESTRIAN ROUTES. 24 1.8 METRE WIDE FOOTWAY ON EASTERN SIDE OF

5.5 METRE ACCESS ROAD WIDTH ACCESS ROAD FOR 21 METRES, LEADING TO COMPRISING OF A RAISED TABLE 63 SHARED SURFACE. BEECHWOOD CLOSE UPON ENTRY. U

U This map is based on or reproduced from Ordnance Survey material with the permission of Ordnance Survey on behalf of U the controller of Her Majesty's Stationary Office (c) 5.5 METRE WIDE SHARED SURFACE U Crown Copyright. Licence Number: AL100037123 This drawing is based upon Ordnance Survey mapping ACCESS ROAD. - RGP accept no liability for any inaccuracies with the data.

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Min Body Ground Clearance 0.366m Min Body Ground Clearance 0.380m

UTILITY Track Width 2.450m UTILITY Track Width 2.286m Lock to lock time 4.00s Lock to lock time 5.00s

Kerb to Kerb Turning Radius 9.500m Large Refuse Vehicle (3 axle) Kerb to Kerb Turning Radius 8.000m

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UTILITY

STORE

CLOAKS It is assumed that all works will be carried out by a LOBBY

7.5t PANEL VAN ROOM LIVING

18 SVP competent contractor working, where STORE

SVP appropriate, to an approved risk assessment and

LOBBY 16 method statement. UTILITY

rwp This drawing has been prepared for the purposes LIVING ROOM LIVING of planning discussions and does not constitute a

19 CLOAKS 17 detailed design drawing, or Construction drawing. rwp

7.5t Panel Van STORE A Design Hazard Inventory has been prepared by

RGP setting out the hazards which have been LIVING ROOM LIVING

SVP designed out. This is available upon request.

UTILITY 18 CLOAKS This map is based on or reproduced from Ordnance Survey LOBBY material with the permission of Ordnance Survey on behalf of

the controller of Her Majesty's Stationary Office (c) STORE

20 SVP LOBBY

rwp Crown Copyright. Licence Number: AL100037123 This drawing is based upon Ordnance Survey mapping

- RGP accept no liability for any inaccuracies with the data.

UTILITY

LIVING ROOM LIVING rwp

21 CLOAKS 19

STORE

UTILITY LIVING ROOM LIVING

22 SVP CLOAKS

LOBBY 20

STORE SVP

LOBBY

UTILITY rwp U ROOM LIVING Transport Planning and Infrastructure Design Consultants CLOAKS 21 Shackleford Suite, Mill Pool House, Mill Lane, Godalming, GU7 1EY Tel: 01483 861681 Fax: 01483 861682 www.rgp.co.uk

U STORE Client LIVING ROOM LIVING U SVP 22 Park Lane Group 7.21 U Project

Strand Meadow, Burwash rwp

Drawing Title 23 0.82 4.25 7.5t Panel Van Swept Path Analysis

rwp Overall Length 7.210m Overall Width 2.192m 5m Overall Body Height 2.544m Scale Drawn By Checked By Approved By

24 0 10m 20m Min Body Ground Clearance 0.316m UTILITY Track Width 1.865m 1:250 @ A3 DLH SAJ NDR 71.32 Lock to lock time 4.00s

Kerb to Kerb Turning Radius 7.400m Date Drawing No. Rev. CLOAKS

LOBBY June 2018 2018/4357/002 - A3

ACHIEVABLE VISIBILITY SPLAYS OF 2.4 x 90 METRES TO THE LEFT TO THE NEARSIDE EDGE OF CARRIAGEWAY.

STRAND MEADOW

ACHIEVABLE VISIBILITY SPLAYS OF 2.4 x 90 METRES TO THE RIGHT TO THE NEARSIDE EDGE OF CARRIAGEWAY. SHRUB LANE

Transport Planning and Infrastructure Design Consultants Shackleford Suite, Mill Pool House, Mill Lane, Godalming, GU7 1EY Tel: 01483 861681 Fax: 01483 861682 www.rgp.co.uk Client The Park Lane Group

Project Strand Meadow, Burwash

Drawing Title Achievable Visibility at 40m 20m 10m 5m 0 Strand Meadow - Shrub Lane

Scale Drawn By Checked By Approved By 1:500 @ A3 GSE SAJ NDR Date Drawing No. Rev. June 2018 2018/4357/003 -

APPENDIX A 51 GENERAL NOTES

ALL DIMENSIONS TO BE CHECKED ON SITE PRIOR TO COMMENCEMENT OF WORKS - PLEASE REPORT ERRORS OR OMISSIONS TO THE ARCHITECT.

THIS DRAWING HAS BEEN PRODUCED FOR THE PURPOSES OF PLANNING AND BUILDING REGULATIONS APPROVALS ONLY AND IS NOT INTENDED TO BE A FULL WORKING DRAWING.

THIS DRAWING IS TO BE READ IN CONJUNCTION WITH ANY WRITTEN SPECIFICATIONS, SCHEDULES OF WORK AND STRUCTURAL ENGINEER'S DETAILS AS APPROPRIATE.

THIS DRAWING IS THE COPYRIGHT OF PUMP HOUSE DESIGNS AND ANY FURTHER REPRODUCTION OF THE PLAN IS NOT PERMITTED WITHOUT 24 LEGEND; OBTAINING PRIOR CONSENT.

58.30 63 BEECHWOOD CLOSE PEDESTRIAN FOOTPATH U

1-4 U 58.75 SHARED SURFACE ROAD U 58.81 +58.90

+58.95 U 59.00 59.20 +

60.35 ROAD 59.26 +

+59.46 +60.50 59.66 +59.51 +63.28 59.76 5 63.13 PRIVATE ACCESS ROAD & DRIVEWAYS + +59.95

+63.28 +61.30 +63.13 + 1 +60.10 62.20 61.40 60.29

rwp + +

64.05

60.19 glazed CROSSOVERS TO UNALOCATED PARKING Obscure 63.05 6 60.35 + +

+ 61.45 rwp N 2 +

Refuse 64.20 LOBBY 60.40 Store 61.35 + +61.50 U 60.46 +

+ STORE 64.05 3 BED DWELLINGS - (26 UNITS) 60.36 60.60

rwp + glazed

+ 12.0m² Obscure 1-4 7 BEDROOM 64.65 + U 60.86 + 60.76 3

60.82 W/ROBE KITCHEN U rwp 60.88

+ 4

33m² APARTMENTS (4 UNITS) AREA

60.78 LIVING UTILITY

U + 62.25 CLOAKS 61.28 + 5 + 61.18 + SVP 64.20

+ STORE 62.25 LOBBY + 61.24 64.05 + 61.30 9 + 6 + ROOM LIVING REFUSE STORE FOR APARTMENTS 61.35 + LOBBY 62.25 62.25 5 + + 65.03 + 62.18 64.88

+ UTILITY 61.20 61.55 +

+ CLOAKS

61.70 + + + rwp 61.60 61.63 61.88

U STORE

61.66 ROOM LIVING REFUSE STORAGE FOR HOUSES + 18 + 64.88

62.00 SVP 6 +

rwp + 65.03 65.48 U +61.86 7 + 63.80 61.91 +

+ UTILITY 63.83

+ rwp

CLOAKS 64.88 62.15

U SVP

62.08 + 62.90

+ STORE LOBBY 62.75 + +

65.48 rwp

62.04 U ROOM LIVING

+ LOBBY 7 +62.90 62.54 66.13 +62.44 8 +65.68 + 11 + +

U UTILITY 65.53 PLANNING APPLICATION BOUNDARY CLOAKS

62.50

STORE LIVING ROOM LIVING

9 +65.68

+62.70 SVP 8 62.75 UTILITY + + 65.53

62.90 CLOAKS PROPOSED HOUSING DEVELOPMENT SVP +

64.10 + STORE

LOBBY 66.13 62.92 63.95 +

LIVING ROOM LIVING LOBBY +64.10 63.14 10 9 66.88 + + +

66.73 62.88 UTILITY + 67.33

POTENTIAL ALLOTMENT LAND +

63.38 CLOAKS rwp

63.34 + STORE

U + ROOM LIVING 63.28 66.88

+ 63.71 SVP + 10 66.73 14 U +

PROPOSED LANDSCAPE BUFFER rwp 65.51

+ + rwp 63.60 + 11 + 65.53

63.76 63.65 UTILITY 66.73 U + + 63.70 67.33

CLOAKS +

SVP STORE 67.18

63.72 +65.50LOBBY PROPOSED PUBLIC OPEN SPACE + 65.35

U + +68.08 rwp

64.22 64.12 ROOM LIVING + LOBBY + +65.50 12 +68.28 U 64.18 11 15 +

UTILITY 68.13 +68.93

PROPOSED 2.5m WIDE FOOTPATH LINK CLOAKS

STORE LIVING ROOM LIVING

+64.45 13 SVP 12 +68.28 64.60 +64.50 UTILITY + 64.60 68.13

+ CLOAKS

SVP STORE

LOBBY 68.93 66.40 +

14 + +66.55 LIVING ROOM LIVING BLOCK PLAN

LOBBY 13 +66.55 64.925 65.02 + +64.975 +69.33

18 UTILITY +69.18

+69.98

CLOAKS

rwp + STORE

65.37 ROOM LIVING 0 10 20 30 40 50m

+ 69.33 SVP + 65.44 67.17 14 + 69.18 67.20 + +69.98

+ + 65.82 69.00 U rwp 1:500 19 U 65.86 TREES TO BE REMOVED + 66.32 5 + +65.92 66.22 U +65.97 U 66.28 +66.22 + 66.66 U +66.34 15 rwp +67.17 +66.39

U 66.70 66.45 +67.20 + UTILITY 67.16 +

+ 67.35 67.06 + CLOAKS

+67.50LOBBY

22 +68.55 STORE

16 SVP LOBBY 67.12 +67.50 68.63 +

+67.18 17 UTILITY

+67.23 ROOM LIVING rwp

67.35 CLOAKS

+ UTILITY 15 67.54

STORE +70.28

68.55 CLOAKS LOBBY

+67.60 + +68.70 ROOM LIVING +70.13

+67.65 18 SVP

STORE SVP +68.70LOBBY 16 +70.53 67.85 67.96 + 70.28 +67.90 +

+ UTILITY

rwp

LIVING ROOM LIVING +70.13 CLOAKS +68.16

19 68.11 + 17+71.48 +70.53

rwp +68.21 STORE 68.11 71.33 68.38 68.30 + +

+ LIVING ROOM LIVING

+ SVP UTILITY 69.91 18 +71.48

69.95

CLOAKS LOBBY + 71.33 + +70.10

68.80 STORE

20 SVP 71.26 LOBBY

+70.10 + rwp

23 +68.92 UTILITY

TREES TO BE RETAINED ROOM LIVING

+68.97

rwp 21 CLOAKS 69.22 19 69.05 +

+ STORE +72.88 73.13

72.73

UTILITY + LIVING ROOM LIVING

+69.60 22 SVP

+ 69.37 70.85 CLOAKS

+ + 71.00LOBBY 20 +73.13 69.42 + 72.88

69.64 + STORE

+ SVP LOBBY 71.00 +72.73 77.14 +70.10 70.00

+ 73.13

UTILITY

rwp + LIVING ROOM LIVING U 69.80+ 69.90 CLOAKS 21 70.06 +73.78 U STORE

73.63

LIVING ROOM LIVING + + SVP U 71.60 + 22 70.67 +73.78 70.48 +70.30 72.35 U 70.35 + 26 + +73.63

71.17 + rwp + 73.55 + 71.07 70.75 70.54 70.90 + 23 +70.80

rwp 70.70 + +70.85 71.23 24

71.32 UTILITY

72.35 27 + CLOAKS

+72.50LOBBY 72.35

STORE SVP

+72.50LOBBY +71.59 71.74 +71.64 +

25 UTILITY 74.15 LIVING ROOM LIVING

+ rwp

CLOAKS 75.28 + 23 75.05 +

71.75 STORE 75.13

26 + UTILITY

72.16 ROOM LIVING +72.10 SVP

+72.95 + CLOAKS

+72.15 LOBBY 75.28

+73.10 24

STORE

SVP +73.10LOBBY + 75.13

72.58 rwp UTILITY

27 ROOM LIVING

72.85 + CLOAKS +

30 25 75.88 +72.95 STORE +72.76 + rwp + 73.40 + 75.73

+72.81 73.00

LIVING ROOM LIVING SVP

73.00 UTILITY +73.40 + 26 75.88

+ 73.25 CLOAKS

+ +73.40LOBBY 74.80 + 73.40 75.73

28 +

STORE SVP

+73.40LOBBY rwp 74.83+

+73.48 29 73.42 UTILITY

+73.53 ROOM LIVING rwp CLOAKS 27

+73.50 STORE

+76.18 +76.03 UTILITY

74.00 ROOM LIVING + SVP

73.84 CLOAKS

73.85 +74.00LOBBY + 28 74.00

STORE SVP 6

+76.18 76.03 LOBBY + 30 +74.00

73.85 UTILITY

+ rwp

LIVING ROOM LIVING CLOAKS

STORE 29 73.91 +76.78 +76.63 +

PROPOSED 2.5m ROOM LIVING SVP +76.78 WIDE FOOTPATH LINK 74.35 + 75.41 + + 30 75.86 +76.63

75.88 + rwp

75.00 + ROTHER VIEW

+ 75.60 PumpHouse DESIGNS 76.35

+ Architectural Consultants + 11 77.25 Pump House Yard The Green Sedlescombe East Sussex T: 01424 871120 77.90 + TN33 0QA F: 01424 870198 + 78.50 [email protected] www.pumphousedesigns.co.uk 78.80 +

+ 79.40

13 E D C 80.40 + + B 81.00

81.15 + A REFUSE STORAGE AND LEGEND ADDED MG 18/6/18 +81.90 Gate LAND TO THE SOUTH WEST Tennis Courts STRAND MEADOW BURWASH for Park Lane Homes (S.E) ltd

PROPOSED DEVELOPMENT - SITE PLAN

DRAWN BY - MATTHEW GERKEN DATE - FEBRUARY 2018 SCALE - 1:500 @ A1 Swan House DRAWING No. 4702 / 18 / 11 / A

APPENDIX B

APPENDIX C HHOLD 133 LEFT A-B A trip rates

TIME LIGHT+HEAVY LIGHT HEAVY HEAVY % 07:00 - 07:15 3 0 0.0 3 0.02 07:15 - 07:30 6 0 0.0 6 0.05 07:30 - 07:45 5 0 0.0 5 0.04 07:45 - 08:00 4 3 42.9 7 0.05 08:00 - 08:15 2 0 0.0 2 0.02 08:15 - 08:30 0 0 0.0 0 0.00 08:30 - 08:45 3 0 0.0 3 0.02 08:45 - 09:00 10 0 0.0 10 0.08 09:00 - 09:15 5 2 28.6 7 0.05 09:15 - 09:30 2 0 0.0 2 0.02 09:30 - 09:45 2 0 0.0 2 0.02 09:45 - 10:00 1 0 0.0 1 0.01 10:00 - 10:15 0 0 0.0 0 0.00 10:15 - 10:30 2 1 33.3 3 0.02 10:30 - 10:45 0 0 0.0 0 0.00 10:45 - 11:00 0 0 0.0 0 0.00 11:00 - 11:15 2 1 33.3 3 0.02 11:15 - 11:30 3 0 0.0 3 0.02 11:30 - 11:45 5 0 0.0 5 0.04 11:45 - 12:00 3 0 0.0 3 0.02 12:00 - 12:15 2 0 0.0 2 0.02 12:15 - 12:30 5 0 0.0 5 0.04 12:30 - 12:45 3 0 0.0 3 0.02 12:45 - 13:00 6 0 0.0 6 0.05 13:00 - 13:15 6 0 0.0 6 0.05 13:15 - 13:30 1 0 0.0 1 0.01 13:30 - 13:45 4 0 0.0 4 0.03 13:45 - 14:00 5 0 0.0 5 0.04 14:00 - 14:15 3 1 25.0 4 0.03 14:15 - 14:30 2 0 0.0 2 0.02 14:30 - 14:45 4 0 0.0 4 0.03 14:45 - 15:00 0 0 0.0 0 0.00 15:00 - 15:15 3 0 0.0 3 0.02 15:15 - 15:30 1 0 0.0 1 0.01 15:30 - 15:45 11 0 0.0 11 0.08 15:45 - 16:00 5 0 0.0 5 0.04 16:00 - 16:15 9 0 0.0 9 0.07 16:15 - 16:30 4 0 0.0 4 0.03 16:30 - 16:45 10 0 0.0 10 0.08 16:45 - 17:00 6 0 0.0 6 0.05 17:00 - 17:15 20 0 0.0 20 0.15 17:15 - 17:30 7 0 0.0 7 0.05 17:30 - 17:45 7 0 0.0 7 0.05 17:45 - 18:00 9 0 0.0 9 0.07 18:00 - 18:15 9 0 0.0 9 0.07 18:15 - 18:30 7 0 0.0 7 0.05 18:30 - 18:45 5 0 0.0 5 0.04 18:45 - 19:00 4 0 0.0 4 0.03 LEFT RIGHT

B-C B-A B trip rates trip rates

TIME LIGHT+HEAVY LIGHT+HEAVY LIGHT HEAVY HEAVY % LIGHT HEAVY HEAVY % 07:00 - 07:15 0 0 0.0 0 0.00 8 0 0.0 8 0.06 07:15 - 07:30 3 0 0.0 3 0.02 11 0 0.0 11 0.08 07:30 - 07:45 9 0 0.0 9 0.07 9 1 10.0 10 0.08 07:45 - 08:00 2 0 0.0 2 0.02 8 2 20.0 10 0.08 08:00 - 08:15 6 0 0.0 6 0.05 15 0 0.0 15 0.11 08:15 - 08:30 5 0 0.0 5 0.04 9 0 0.0 9 0.07 08:30 - 08:45 3 0 0.0 3 0.02 15 0 0.0 15 0.11 08:45 - 09:00 3 0 0.0 3 0.02 7 1 12.5 8 0.06 09:00 - 09:15 2 0 0.0 2 0.02 7 1 12.5 8 0.06 09:15 - 09:30 0 0 0.0 0 0.00 6 0 0.0 6 0.05 09:30 - 09:45 1 0 0.0 1 0.01 6 1 14.3 7 0.05 09:45 - 10:00 1 0 0.0 1 0.01 1 0 0.0 1 0.01 10:00 - 10:15 0 0 0.0 0 0.00 0 1 100.0 1 0.01 10:15 - 10:30 0 0 0.0 0 0.00 3 2 40.0 5 0.04 10:30 - 10:45 0 0 0.0 0 0.00 2 1 33.3 3 0.02 10:45 - 11:00 1 0 0.0 1 0.01 2 0 0.0 2 0.02 11:00 - 11:15 0 0 0.0 0 0.00 6 2 25.0 8 0.06 11:15 - 11:30 0 0 0.0 0 0.00 5 0 0.0 5 0.04 11:30 - 11:45 0 0 0.0 0 0.00 2 1 33.3 3 0.02 11:45 - 12:00 0 0 0.0 0 0.00 3 0 0.0 3 0.02 12:00 - 12:15 0 0 0.0 0 0.00 2 1 33.3 3 0.02 12:15 - 12:30 2 0 0.0 2 0.02 2 1 33.3 3 0.02 12:30 - 12:45 2 0 0.0 2 0.02 2 0 0.0 2 0.02 12:45 - 13:00 0 0 0.0 0 0.00 3 0 0.0 3 0.02 13:00 - 13:15 0 0 0.0 0 0.00 5 1 16.7 6 0.05 13:15 - 13:30 2 0 0.0 2 0.02 3 1 25.0 4 0.03 13:30 - 13:45 2 0 0.0 2 0.02 1 1 50.0 2 0.02 13:45 - 14:00 1 0 0.0 1 0.01 3 0 0.0 3 0.02 14:00 - 14:15 0 1 100.0 1 0.01 6 0 0.0 6 0.05 14:15 - 14:30 1 0 0.0 1 0.01 1 0 0.0 1 0.01 14:30 - 14:45 1 1 50.0 2 0.02 4 1 20.0 5 0.04 14:45 - 15:00 2 0 0.0 2 0.02 1 0 0.0 1 0.01 15:00 - 15:15 1 0 0.0 1 0.01 6 0 0.0 6 0.05 15:15 - 15:30 0 0 0.0 0 0.00 4 0 0.0 4 0.03 15:30 - 15:45 1 0 0.0 1 0.01 2 0 0.0 2 0.02 15:45 - 16:00 0 0 0.0 0 0.00 1 0 0.0 1 0.01 16:00 - 16:15 2 0 0.0 2 0.02 6 1 14.3 7 0.05 16:15 - 16:30 0 0 0.0 0 0.00 9 0 0.0 9 0.07 16:30 - 16:45 0 0 0.0 0 0.00 2 0 0.0 2 0.02 16:45 - 17:00 1 0 0.0 1 0.01 3 1 25.0 4 0.03 17:00 - 17:15 1 0 0.0 1 0.01 6 0 0.0 6 0.05 17:15 - 17:30 0 0 0.0 0 0.00 4 0 0.0 4 0.03 17:30 - 17:45 0 0 0.0 0 0.00 4 0 0.0 4 0.03 17:45 - 18:00 0 0 0.0 0 0.00 4 0 0.0 4 0.03 18:00 - 18:15 0 0 0.0 0 0.00 4 1 20.0 5 0.04 18:15 - 18:30 1 0 0.0 1 0.01 1 0 0.0 1 0.01 18:30 - 18:45 1 0 0.0 1 0.01 6 0 0.0 6 0.05 18:45 - 19:00 0 0 0.0 0 0.00 6 0 0.0 6 0.05 RIGHT

C-B C trip rates

TIME LIGHT+HEAVY LIGHT HEAVY HEAVY % 07:00 - 07:15 0 0 0.0 0 0.00 07:15 - 07:30 0 0 0.0 0 0.00 07:30 - 07:45 0 1 100.0 1 0.01 07:45 - 08:00 2 1 33.3 3 0.02 08:00 - 08:15 2 0 0.0 2 0.02 08:15 - 08:30 0 0 0.0 0 0.00 08:30 - 08:45 1 0 0.0 1 0.01 08:45 - 09:00 3 1 25.0 4 0.03 09:00 - 09:15 1 0 0.0 1 0.01 09:15 - 09:30 2 0 0.0 2 0.02 09:30 - 09:45 0 1 100.0 1 0.01 09:45 - 10:00 1 0 0.0 1 0.01 10:00 - 10:15 0 1 100.0 1 0.01 10:15 - 10:30 2 1 33.3 3 0.02 10:30 - 10:45 2 0 0.0 2 0.02 10:45 - 11:00 2 0 0.0 2 0.02 11:00 - 11:15 0 1 100.0 1 0.01 11:15 - 11:30 1 0 0.0 1 0.01 11:30 - 11:45 0 1 100.0 1 0.01 11:45 - 12:00 0 0 0.0 0 0.00 12:00 - 12:15 0 1 100.0 1 0.01 12:15 - 12:30 1 1 50.0 2 0.02 12:30 - 12:45 1 0 0.0 1 0.01 12:45 - 13:00 1 0 0.0 1 0.01 13:00 - 13:15 1 1 50.0 2 0.02 13:15 - 13:30 0 0 0.0 0 0.00 13:30 - 13:45 0 1 100.0 1 0.01 13:45 - 14:00 2 0 0.0 2 0.02 14:00 - 14:15 0 0 0.0 0 0.00 14:15 - 14:30 1 0 0.0 1 0.01 14:30 - 14:45 1 1 50.0 2 0.02 14:45 - 15:00 4 0 0.0 4 0.03 15:00 - 15:15 4 0 0.0 4 0.03 15:15 - 15:30 2 0 0.0 2 0.02 15:30 - 15:45 0 0 0.0 0 0.00 15:45 - 16:00 5 0 0.0 5 0.04 16:00 - 16:15 2 1 33.3 3 0.02 16:15 - 16:30 1 0 0.0 1 0.01 16:30 - 16:45 4 1 20.0 5 0.04 16:45 - 17:00 4 1 20.0 5 0.04 17:00 - 17:15 1 0 0.0 1 0.01 17:15 - 17:30 1 0 0.0 1 0.01 17:30 - 17:45 0 0 0.0 0 0.00 17:45 - 18:00 5 0 0.0 5 0.04 18:00 - 18:15 3 1 25.0 4 0.03 18:15 - 18:30 1 0 0.0 1 0.01 18:30 - 18:45 1 0 0.0 1 0.01 18:45 - 19:00 3 0 0.0 3 0.02

APPENDIX D TRICS 7.5.1 290318 B18.22 Database right of TRICS Consortium Limited, 2018. All rights reserved Tuesday 19/06/18 Proposed Trip Generation Page 1 RGP Mill Pool House Godalming Licence No: 728001

Calculation Reference: AUDIT-728001-180619-0610 TRIP RATE CALCULATION SELECTION PARAMETERS:

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

Selected regions and areas: 02 SOUTH EAST ES EAST SUSSEX 1 days EX ESSEX 1 days HC HAMPSHIRE 1 days SC SURREY 1 days WS WEST SUSSEX 2 days 03 SOUTH WEST DC DORSET 1 days DV DEVON 2 days SM SOMERSET 1 days 04 EAST ANGLIA CA CAMBRIDGESHIRE 1 days NF NORFOLK 3 days SF SUFFOLK 2 days 05 EAST MIDLANDS LN LINCOLNSHIRE 1 days 06 WEST MIDLANDS SH SHROPSHIRE 4 days ST STAFFORDSHIRE 1 days WK WARWICKSHIRE 2 days 07 YORKSHIRE & NORTH LINCOLNSHIRE NE NORTH EAST LINCOLNSHIRE 1 days NY NORTH YORKSHIRE 6 days SY SOUTH YORKSHIRE 1 days 08 NORTH WEST CH CHESHIRE 5 days GM GREATER MANCHESTER 1 days MS MERSEYSIDE 1 days 09 NORTH CB CUMBRIA 2 days TW TYNE & WEAR 1 days

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

Secondary Filtering selection:

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

Parameter: Number of dwellings Actual Range: 6 to 432 (units: ) Range Selected by User: 6 to 432 (units: )

Public Transport Provision: Selection by: Include all surveys

Date Range: 01/01/08 to 12/11/15

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 7 days Tuesday 11 days Wednesday 8 days Thursday 9 days Friday 7 days

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

Selected survey types: Manual count 42 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) 21 Edge of Town 21

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 35 No Sub Category 7 TRICS 7.5.1 290318 B18.22 Database right of TRICS Consortium Limited, 2018. All rights reserved Tuesday 19/06/18 Proposed Trip Generation Page 2 RGP Mill Pool House Godalming Licence No: 728001

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

Secondary Filtering selection:

Use Class: C 3 41 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®.

Population within 1 mile: 1,001 to 5,000 6 days 5,001 to 10,000 11 days 10,001 to 15,000 11 days 15,001 to 20,000 6 days 20,001 to 25,000 5 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: 5,001 to 25,000 5 days 25,001 to 50,000 5 days 50,001 to 75,000 4 days 75,001 to 100,000 11 days 100,001 to 125,000 5 days 125,001 to 250,000 6 days 250,001 to 500,000 5 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 14 days 1.1 to 1.5 28 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 4 days No 38 days

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

PTAL Rating: No PTAL Present 42 days

This data displays the number of selected surveys with PTAL Ratings. TRICS 7.5.1 290318 B18.22 Database right of TRICS Consortium Limited, 2018. All rights reserved Tuesday 19/06/18 Proposed Trip Generation Page 3 RGP Mill Pool House Godalming Licence No: 728001

LIST OF SITES relevant to selection parameters

1 CA-03-A-04 DETACHED CAMBRIDGESHIRE

THORPE PARK ROAD PETERBOROUGH Suburban Area (PPS6 Out of Centre) Residential Zone Total Number of dwellings: 9 Survey date: TUESDAY 18/10/11 Survey Type: MANUAL 2 CB-03-A-03 SEMI DETACHED CUMBRIA HAWKSHEAD AVENUE

WORKINGTON Edge of Town Residential Zone Total Number of dwellings: 4 0 Survey date: THURSDAY 20/11/08 Survey Type: MANUAL 3 CB-03-A-04 SEMI DETACHED CUMBRIA MOORCLOSE ROAD SALTERBACK WORKINGTON Edge of Town No Sub Category Total Number of dwellings: 8 2 Survey date: FRIDAY 24/04/09 Survey Type: MANUAL 4 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 5 CH-03-A-05 DETACHED CHESHIRE SYDNEY ROAD SYDNEY CREWE Edge of Town Residential Zone Total Number of dwellings: 1 7 Survey date: TUESDAY 14/10/08 Survey Type: MANUAL 6 CH-03-A-06 SEMI-DET./BUNGALOWS CHESHIRE CREWE ROAD

CREWE Suburban Area (PPS6 Out of Centre) No Sub Category Total Number of dwellings: 1 2 9 Survey date: TUESDAY 14/10/08 Survey Type: MANUAL 7 CH-03-A-08 DETACHED CHESHIRE WHITCHURCH ROAD BOUGHTON HEATH CHESTER Suburban Area (PPS6 Out of Centre) Residential Zone Total Number of dwellings: 1 1 Survey date: TUESDAY 22/05/12 Survey Type: MANUAL 8 CH-03-A-09 TERRACED HOUSES CHESHIRE GREYSTOKE ROAD HURDSFIELD MACCLESFIELD Edge of Town Residential Zone Total Number of dwellings: 2 4 Survey date: MONDAY 24/11/14 Survey Type: MANUAL 9 DC-03-A-01 DETACHED DORSET ISAACS CLOSE

POOLE Suburban Area (PPS6 Out of Centre) Residential Zone Total Number of dwellings: 5 1 Survey date: WEDNESDAY 16/07/08 Survey Type: MANUAL TRICS 7.5.1 290318 B18.22 Database right of TRICS Consortium Limited, 2018. All rights reserved Tuesday 19/06/18 Proposed Trip Generation Page 4 RGP Mill Pool House Godalming Licence No: 728001

LIST OF SITES relevant to selection parameters (Cont.)

10 DV-03-A-02 HOUSES & BUNGALOWS DEVON MILLHEAD ROAD

HONITON Suburban Area (PPS6 Out of Centre) Residential Zone Total Number of dwellings: 1 1 6 Survey date: FRIDAY 25/09/15 Survey Type: MANUAL 11 DV-03-A-03 TERRACED & SEMI DETACHED DEVON LOWER BRAND LANE

HONITON Suburban Area (PPS6 Out of Centre) Residential Zone Total Number of dwellings: 7 0 Survey date: MONDAY 28/09/15 Survey Type: MANUAL 12 ES-03-A-02 PRIVATE HOUSING EAST SUSSEX SOUTH COAST ROAD

PEACEHAVEN Edge of Town Residential Zone Total Number of dwellings: 3 7 Survey date: FRIDAY 18/11/11 Survey Type: MANUAL 13 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 14 GM-03-A-10 DETACHED/SEMI GREATER MANCHESTER BUTT HILL DRIVE P R E S T W I C H MANCHESTER Edge of Town Residential Zone Total Number of dwellings: 2 9 Survey date: WEDNESDAY 12/10/11 Survey Type: MANUAL 15 HC-03-A-17 HOUSES & FLATS HAMPSHIRE CANADA WAY

LIPHOOK Suburban Area (PPS6 Out of Centre) Residential Zone Total Number of dwellings: 3 6 Survey date: THURSDAY 12/11/15 Survey Type: MANUAL 16 LN-03-A-03 SEMI DETACHED LINCOLNSHIRE ROOKERY LANE BOULTHAM LINCOLN Suburban Area (PPS6 Out of Centre) Residential Zone Total Number of dwellings: 2 2 Survey date: TUESDAY 18/09/12 Survey Type: MANUAL 17 MS-03-A-03 DETACHED MERSEYSIDE BEMPTON ROAD OTTERSPOOL LIVERPOOL Suburban Area (PPS6 Out of Centre) Residential Zone Total Number of dwellings: 1 5 Survey date: FRIDAY 21/06/13 Survey Type: MANUAL TRICS 7.5.1 290318 B18.22 Database right of TRICS Consortium Limited, 2018. All rights reserved Tuesday 19/06/18 Proposed Trip Generation Page 5 RGP Mill Pool House Godalming Licence No: 728001

LIST OF SITES relevant to selection parameters (Cont.)

18 NE-03-A-02 SEMI DETACHED & DETACHED NORTH EAST LINCOLNSHIRE HANOVER WALK

SCUNTHORPE Edge of Town No Sub Category Total Number of dwellings: 4 3 2 Survey date: MONDAY 12/05/14 Survey Type: MANUAL 19 NF-03-A-01 SEMI DET. & BUNGALOWS NORFOLK YARMOUTH ROAD

CAISTER-ON-SEA Suburban Area (PPS6 Out of Centre) Residential Zone Total Number of dwellings: 2 7 Survey date: TUESDAY 16/10/12 Survey Type: MANUAL 20 NF-03-A-02 HOUSES & FLATS NORFOLK DEREHAM ROAD

NORWICH Suburban Area (PPS6 Out of Centre) Residential Zone Total Number of dwellings: 9 8 Survey date: MONDAY 22/10/12 Survey Type: MANUAL 21 NF-03-A-03 DETACHED HOUSES NORFOLK HALING WAY

THETFORD Edge of Town Residential Zone Total Number of dwellings: 1 0 Survey date: WEDNESDAY 16/09/15 Survey Type: MANUAL 22 NY-03-A-06 BUNGALOWS & SEMI DET. NORTH YORKSHIRE HORSEFAIR

BOROUGHBRIDGE Suburban Area (PPS6 Out of Centre) Residential Zone Total Number of dwellings: 1 1 5 Survey date: FRIDAY 14/10/11 Survey Type: MANUAL 23 NY-03-A-07 DETACHED & SEMI DET. NORTH YORKSHIRE CRAVEN WAY

BOROUGHBRIDGE Edge of Town No Sub Category Total Number of dwellings: 2 3 Survey date: TUESDAY 18/10/11 Survey Type: MANUAL 24 NY-03-A-08 TERRACED HOUSES NORTH YORKSHIRE NICHOLAS STREET

YORK Suburban Area (PPS6 Out of Centre) Residential Zone Total Number of dwellings: 2 1 Survey date: MONDAY 16/09/13 Survey Type: MANUAL 25 NY-03-A-09 MIXED HOUSING NORTH YORKSHIRE GRAMMAR SCHOOL LANE

NORTHALLERTON Suburban Area (PPS6 Out of Centre) Residential Zone Total Number of dwellings: 5 2 Survey date: MONDAY 16/09/13 Survey Type: MANUAL TRICS 7.5.1 290318 B18.22 Database right of TRICS Consortium Limited, 2018. All rights reserved Tuesday 19/06/18 Proposed Trip Generation Page 6 RGP Mill Pool House Godalming Licence No: 728001

LIST OF SITES relevant to selection parameters (Cont.)

26 NY-03-A-10 HOUSES AND FLATS NORTH YORKSHIRE BOROUGHBRIDGE ROAD

RIPON Edge of Town No Sub Category Total Number of dwellings: 7 1 Survey date: TUESDAY 17/09/13 Survey Type: MANUAL 27 NY-03-A-11 PRIVATE HOUSING NORTH YORKSHIRE HORSEFAIR

BOROUGHBRIDGE Edge of Town Residential Zone Total Number of dwellings: 2 3 Survey date: WEDNESDAY 18/09/13 Survey Type: MANUAL 28 SC-03-A-04 DETACHED & TERRACED SURREY HIGH ROAD

BYFLEET Edge of Town Residential Zone Total Number of dwellings: 7 1 Survey date: THURSDAY 23/01/14 Survey Type: MANUAL 29 SF-03-A-04 DETACHED & BUNGALOWS SUFFOLK NORMANSTON DRIVE

LOWESTOFT Suburban Area (PPS6 Out of Centre) Residential Zone Total Number of dwellings: 7 Survey date: TUESDAY 23/10/12 Survey Type: MANUAL 30 SF-03-A-05 DETACHED HOUSES SUFFOLK VALE LANE

BURY ST EDMUNDS Edge of Town Residential Zone Total Number of dwellings: 1 8 Survey date: WEDNESDAY 09/09/15 Survey Type: MANUAL 31 SH-03-A-03 DETATCHED SHROPSHIRE SOMERBY DRIVE BICTON HEATH SHREWSBURY Edge of Town No Sub Category Total Number of dwellings: 1 0 Survey date: FRIDAY 26/06/09 Survey Type: MANUAL 32 SH-03-A-04 TERRACED SHROPSHIRE ST MICHAEL'S STREET

SHREWSBURY Suburban Area (PPS6 Out of Centre) No Sub Category Total Number of dwellings: 1 0 8 Survey date: THURSDAY 11/06/09 Survey Type: MANUAL 33 SH-03-A-05 SEMI-DETACHED/TERRACED SHROPSHIRE SANDCROFT SUTTON HILL TELFORD Edge of Town Residential Zone Total Number of dwellings: 5 4 Survey date: THURSDAY 24/10/13 Survey Type: MANUAL 34 SH-03-A-06 BUNGALOWS SHROPSHIRE ELLESMERE ROAD

SHREWSBURY Edge of Town Residential Zone Total Number of dwellings: 1 6 Survey date: THURSDAY 22/05/14 Survey Type: MANUAL TRICS 7.5.1 290318 B18.22 Database right of TRICS Consortium Limited, 2018. All rights reserved Tuesday 19/06/18 Proposed Trip Generation Page 7 RGP Mill Pool House Godalming Licence No: 728001

LIST OF SITES relevant to selection parameters (Cont.)

35 SM-03-A-01 DETACHED & SEMI SOMERSET WEMBDON ROAD NORTHFIELD BRIDGWATER Edge of Town Residential Zone Total Number of dwellings: 3 3 Survey date: THURSDAY 24/09/15 Survey Type: MANUAL 36 ST-03-A-05 TERRACED & DETACHED STAFFORDSHIRE WATERMEET GROVE ETRURIA STOKE-ON-TRENT Suburban Area (PPS6 Out of Centre) Residential Zone Total Number of dwellings: 1 4 Survey date: WEDNESDAY 26/11/08 Survey Type: MANUAL 37 SY-03-A-01 SEMI DETACHED HOUSES SOUTH YORKSHIRE A19 BENTLEY ROAD BENTLEY RISE DONCASTER Suburban Area (PPS6 Out of Centre) Residential Zone Total Number of dwellings: 5 4 Survey date: WEDNESDAY 18/09/13 Survey Type: MANUAL 38 TW-03-A-02 SEMI-DETACHED TYNE & WEAR WEST PARK ROAD

GATESHEAD Suburban Area (PPS6 Out of Centre) Residential Zone Total Number of dwellings: 1 6 Survey date: MONDAY 07/10/13 Survey Type: MANUAL 39 WK-03-A-01 TERRACED/SEMI/DET. WARWICKSHIRE ARLINGTON AVENUE

LEAMINGTON SPA Suburban Area (PPS6 Out of Centre) Residential Zone Total Number of dwellings: 6 Survey date: FRIDAY 21/10/11 Survey Type: MANUAL 40 WK-03-A-02 BUNGALOWS WARWICKSHIRE NARBERTH WAY POTTERS GREEN COVENTRY Edge of Town Residential Zone Total Number of dwellings: 1 7 Survey date: THURSDAY 17/10/13 Survey Type: MANUAL 41 WS-03-A-04 MIXED HOUSES WEST SUSSEX HILLS FARM LANE BROADBRIDGE HEATH HORSHAM Edge of Town Residential Zone Total Number of dwellings: 1 5 1 Survey date: THURSDAY 11/12/14 Survey Type: MANUAL 42 WS-03-A-05 TERRACED & FLATS WEST SUSSEX UPPER SHOREHAM ROAD

SHOREHAM BY SEA Suburban Area (PPS6 Out of Centre) Residential Zone Total Number of dwellings: 4 8 Survey date: WEDNESDAY 18/04/12 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 7.5.1 290318 B18.22 Database right of TRICS Consortium Limited, 2018. All rights reserved Tuesday 19/06/18 Proposed Trip Generation Page 8 RGP Mill Pool House Godalming Licence No: 728001

TRIP RATE for Land Use 03 - RESIDENTIAL/A - HOUSES PRIVATELY OWNED VEHICLES Calculation factor: 1 DWELLS Estimated TRIP rate value per 30 DWELLS shown in shaded columns BOLD print indicates peak (busiest) period

ARRIVALS DEPARTURES TOTALS No. Ave. Trip Estimated No. Ave. Trip Estimated No. Ave. Trip Estimated Time Range Days DWELLS Rate Trip Rate Days DWELLS Rate Trip Rate Days DWELLS Rate Trip 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 42 62 0.071 2.140 42 62 0.273 8.188 42 62 0.344 10.328 08:00 - 09:00 42 62 0.131 3.921 42 62 0.380 11.403 42 62 0.511 15.324 09:00 - 10:00 42 62 0.139 4.175 42 62 0.163 4.880 42 62 0.302 9.055 10:00 - 11:00 42 62 0.138 4.152 42 62 0.160 4.811 42 62 0.298 8.963 11:00 - 12:00 42 62 0.143 4.302 42 62 0.148 4.453 42 62 0.291 8.755 12:00 - 13:00 42 62 0.164 4.915 42 62 0.154 4.614 42 62 0.318 9.529 13:00 - 14:00 42 62 0.156 4.684 42 62 0.148 4.453 42 62 0.304 9.137 14:00 - 15:00 42 62 0.162 4.846 42 62 0.176 5.285 42 62 0.338 10.131 15:00 - 16:00 42 62 0.272 8.165 42 62 0.194 5.829 42 62 0.466 13.994 16:00 - 17:00 42 62 0.284 8.524 42 62 0.176 5.285 42 62 0.460 13.809 17:00 - 18:00 42 62 0.333 9.981 42 62 0.182 5.447 42 62 0.515 15.428 18:00 - 19:00 42 62 0.239 7.159 42 62 0.166 4.973 42 62 0.405 12.132 19:00 - 20:00 20:00 - 21:00 21:00 - 22:00 22:00 - 23:00 23:00 - 24:00 Total Rates: 2.232 6 6.964 2.320 6 9.621 4.552 136.585

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

To obtain a trip rate, the average (mean) trip rate parameter value (TRP) is first calculated for all selected survey days that have count data available for the stated time period. The average (mean) number of arrivals, departures or totals (whichever applies) is also calculated (COUNT) for all selected survey days that have count data available for the stated time period. Then, the average count is divided by the average trip rate parameter value, and multiplied by the stated calculation factor (shown just above the table and abbreviated here as FACT). So, the method is: COUNT/TRP*FACT. Trip rates are then rounded to 3 decimal places. TRICS 7.5.1 290318 B18.22 Database right of TRICS Consortium Limited, 2018. All rights reserved Tuesday 19/06/18 Proposed Trip Generation Page 9 RGP Mill Pool House Godalming Licence No: 728001

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

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

Parameter summary

Trip rate parameter range selected: 6 - 432 (units: ) Survey date date range: 01/01/08 - 12/11/15 Number of weekdays (Monday-Friday): 42 Number of Saturdays: 0 Number of Sundays: 0 Surveys automatically removed from selection: 0 Surveys manually removed from selection: 0

This section displays a quick summary of some of the data filtering selections made by the TRICS® user. The trip rate calculation parameter range of all selected surveys is displayed first, followed by the range of minimum and maximum survey dates selected by the user. Then, the total number of selected weekdays and weekend days in the selected set of surveys are show. Finally, the number of survey days that have been manually removed from the selected set outside of the standard filtering procedure are displayed. TRICS 7.5.1 290318 B18.22 Database right of TRICS Consortium Limited, 2018. All rights reserved Tuesday 19/06/18 Proposed Trip Generation Page 10 RGP Mill Pool House Godalming Licence No: 728001

TRIP RATE for Land Use 03 - RESIDENTIAL/A - HOUSES PRIVATELY OWNED TAXIS Calculation factor: 1 DWELLS Estimated TRIP rate value per 30 DWELLS shown in shaded columns BOLD print indicates peak (busiest) period

ARRIVALS DEPARTURES TOTALS No. Ave. Trip Estimated No. Ave. Trip Estimated No. Ave. Trip Estimated Time Range Days DWELLS Rate Trip Rate Days DWELLS Rate Trip Rate Days DWELLS Rate Trip 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 42 62 0.003 0.104 42 62 0.003 0.081 42 62 0.006 0.185 08:00 - 09:00 42 62 0.005 0.139 42 62 0.004 0.127 42 62 0.009 0.266 09:00 - 10:00 42 62 0.003 0.081 42 62 0.003 0.081 42 62 0.006 0.162 10:00 - 11:00 42 62 0.003 0.081 42 62 0.003 0.081 42 62 0.006 0.162 11:00 - 12:00 42 62 0.002 0.058 42 62 0.002 0.058 42 62 0.004 0.116 12:00 - 13:00 42 62 0.001 0.023 42 62 0.001 0.023 42 62 0.002 0.046 13:00 - 14:00 42 62 0.001 0.035 42 62 0.001 0.023 42 62 0.002 0.058 14:00 - 15:00 42 62 0.003 0.104 42 62 0.003 0.081 42 62 0.006 0.185 15:00 - 16:00 42 62 0.006 0.173 42 62 0.006 0.173 42 62 0.012 0.346 16:00 - 17:00 42 62 0.003 0.093 42 62 0.003 0.093 42 62 0.006 0.186 17:00 - 18:00 42 62 0.002 0.069 42 62 0.002 0.058 42 62 0.004 0.127 18:00 - 19:00 42 62 0.002 0.058 42 62 0.002 0.058 42 62 0.004 0.116 19:00 - 20:00 20:00 - 21:00 21:00 - 22:00 22:00 - 23:00 23:00 - 24:00 Total Rates: 0.034 1.018 0.033 0.937 0.067 1.955

Parameter summary

TRIP RATE for Land Use 03 - RESIDENTIAL/A - HOUSES PRIVATELY OWNED OGVS Calculation factor: 1 DWELLS Estimated TRIP rate value per 30 DWELLS shown in shaded columns BOLD print indicates peak (busiest) period

ARRIVALS DEPARTURES TOTALS No. Ave. Trip Estimated No. Ave. Trip Estimated No. Ave. Trip Estimated Time Range Days DWELLS Rate Trip Rate Days DWELLS Rate Trip Rate Days DWELLS Rate Trip 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 42 62 0.001 0.023 42 62 0.001 0.023 42 62 0.002 0.046 08:00 - 09:00 42 62 0.002 0.046 42 62 0.001 0.035 42 62 0.003 0.081 09:00 - 10:00 42 62 0.002 0.069 42 62 0.002 0.046 42 62 0.004 0.115 10:00 - 11:00 42 62 0.003 0.093 42 62 0.003 0.081 42 62 0.006 0.174 11:00 - 12:00 42 62 0.003 0.093 42 62 0.003 0.081 42 62 0.006 0.174 12:00 - 13:00 42 62 0.003 0.093 42 62 0.003 0.104 42 62 0.006 0.197 13:00 - 14:00 42 62 0.003 0.081 42 62 0.003 0.081 42 62 0.006 0.162 14:00 - 15:00 42 62 0.002 0.046 42 62 0.003 0.104 42 62 0.005 0.150 15:00 - 16:00 42 62 0.001 0.023 42 62 0.001 0.023 42 62 0.002 0.046 16:00 - 17:00 42 62 0.001 0.035 42 62 0.001 0.023 42 62 0.002 0.058 17:00 - 18:00 42 62 0.001 0.023 42 62 0.001 0.023 42 62 0.002 0.046 18:00 - 19:00 42 62 0.000 0.000 42 62 0.000 0.000 42 62 0.000 0.000 19:00 - 20:00 20:00 - 21:00 21:00 - 22:00 22:00 - 23:00 23:00 - 24:00 Total Rates: 0.022 0.625 0.022 0.624 0.044 1.249

Parameter summary

TRIP RATE for Land Use 03 - RESIDENTIAL/A - HOUSES PRIVATELY OWNED PSVS Calculation factor: 1 DWELLS Estimated TRIP rate value per 30 DWELLS shown in shaded columns BOLD print indicates peak (busiest) period

ARRIVALS DEPARTURES TOTALS No. Ave. Trip Estimated No. Ave. Trip Estimated No. Ave. Trip Estimated Time Range Days DWELLS Rate Trip Rate Days DWELLS Rate Trip Rate Days DWELLS Rate Trip 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 42 62 0.000 0.000 42 62 0.000 0.000 42 62 0.000 0.000 08:00 - 09:00 42 62 0.000 0.012 42 62 0.000 0.012 42 62 0.000 0.024 09:00 - 10:00 42 62 0.000 0.000 42 62 0.000 0.000 42 62 0.000 0.000 10:00 - 11:00 42 62 0.000 0.000 42 62 0.000 0.000 42 62 0.000 0.000 11:00 - 12:00 42 62 0.001 0.035 42 62 0.001 0.035 42 62 0.002 0.070 12:00 - 13:00 42 62 0.000 0.000 42 62 0.000 0.000 42 62 0.000 0.000 13:00 - 14:00 42 62 0.000 0.012 42 62 0.000 0.012 42 62 0.000 0.024 14:00 - 15:00 42 62 0.000 0.000 42 62 0.000 0.000 42 62 0.000 0.000 15:00 - 16:00 42 62 0.000 0.012 42 62 0.000 0.012 42 62 0.000 0.024 16:00 - 17:00 42 62 0.000 0.000 42 62 0.000 0.000 42 62 0.000 0.000 17:00 - 18:00 42 62 0.000 0.000 42 62 0.000 0.000 42 62 0.000 0.000 18:00 - 19:00 42 62 0.000 0.000 42 62 0.000 0.000 42 62 0.000 0.000 19:00 - 20:00 20:00 - 21:00 21:00 - 22:00 22:00 - 23:00 23:00 - 24:00 Total Rates: 0.001 0.071 0.001 0.071 0.002 0.142

Parameter summary

TRIP RATE for Land Use 03 - RESIDENTIAL/A - HOUSES PRIVATELY OWNED CYCLISTS Calculation factor: 1 DWELLS Estimated TRIP rate value per 30 DWELLS shown in shaded columns BOLD print indicates peak (busiest) period

ARRIVALS DEPARTURES TOTALS No. Ave. Trip Estimated No. Ave. Trip Estimated No. Ave. Trip Estimated Time Range Days DWELLS Rate Trip Rate Days DWELLS Rate Trip Rate Days DWELLS Rate Trip 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 42 62 0.005 0.162 42 62 0.018 0.532 42 62 0.023 0.694 08:00 - 09:00 42 62 0.002 0.046 42 62 0.017 0.497 42 62 0.019 0.543 09:00 - 10:00 42 62 0.002 0.058 42 62 0.005 0.162 42 62 0.007 0.220 10:00 - 11:00 42 62 0.003 0.104 42 62 0.009 0.266 42 62 0.012 0.370 11:00 - 12:00 42 62 0.004 0.127 42 62 0.003 0.104 42 62 0.007 0.231 12:00 - 13:00 42 62 0.007 0.208 42 62 0.003 0.104 42 62 0.010 0.312 13:00 - 14:00 42 62 0.005 0.162 42 62 0.004 0.127 42 62 0.009 0.289 14:00 - 15:00 42 62 0.004 0.116 42 62 0.004 0.127 42 62 0.008 0.243 15:00 - 16:00 42 62 0.014 0.428 42 62 0.005 0.139 42 62 0.019 0.567 16:00 - 17:00 42 62 0.013 0.405 42 62 0.004 0.116 42 62 0.017 0.521 17:00 - 18:00 42 62 0.017 0.509 42 62 0.009 0.266 42 62 0.026 0.775 18:00 - 19:00 42 62 0.008 0.254 42 62 0.005 0.150 42 62 0.013 0.404 19:00 - 20:00 20:00 - 21:00 21:00 - 22:00 22:00 - 23:00 23:00 - 24:00 Total Rates: 0.084 2.579 0.086 2.590 0.170 5.169

Parameter summary

APPENDIX E EAST SUSSEX COUNTY COUNCIL CAR OWNERSHIP PARKING DEMAND TOOL GUIDANCE NOT Ward 1 Darwell District Rother Please input the ward name for your development location The Parking Demand Tool should be use by double clicking in the box or click box and use the drop East Sussex County Council Residential P Ward 2 down menu to the right of the box. The spreadsheet will Guidance. The tool uses Census 2001 Car District S automatically show the District and Ward of this location. If validated Household Survey 2011 Car Ow the ward is not known please refer to Ward 3 T Tempro predicted growth to 2026 to pre A http://www.neighbourhood.statistics.gov.uk/dissemination development parking demand. The tool i District / and input postcode or search on Map viewer. Where standard but a guide to the expected leve G Census data contains small samples for certain sized For more information please refer to the Ward Tempro Factor 2011‐ 1.036 E dwellings this is highlighted in red if <20, and green if <50 in document or contact claire.warwick@ea 2026 the Total Demand column. In such cases, other wards should be selected to achieve a higher sample size, the tool allows District Tempro Factor 1 for 3 wards. If there is still a low sample then the tool will 1.057 2011‐2026 automatically choose district/borough data.

STAGE 2 Please input the unit type, number of bedrooms, number of units of that type and number of allocated parking spaces

ALLOCATED DEVELOPMENT MIX PARKING PARKING DEMAND

Unit Type Bedrooms No. of Units Spaces (Per Unallocated for Unallocated for Habitable (Per Unit) (Total) Unit) Residents Visitors Total Ref. Rooms (Per Allocated No. per per Demand Unit) Total Total unit unit A Flats 2 1 2 1 2 0.00 0.00 0.20 0.40 2.40 0 144 B Flats 3 2 2 1 2 0.47 0.95 0.20 0.40 3.35 5 745 C Houses 5 3 26 1 26 0.82 21.41 0.20 5.20 52.61 290 6695 D E F G H I J K L M N O P Q R S Total 30 30 22.36 6.00 58.36 Total Parking Demand for Development