Ref: 725/3

MARSH LANE, ,

Client: John Rose

August 2009

TRANSPORT STATEMENT

MARSH LANE, NEW MILLS

Client: John Rose

Report Reference: 725/3

© 2009 by Ashley Helme Associates Ltd No part of this publication may be reproduced by any means without the permission of Ashley Helme Associates Ltd

Ashley Helme Associates Ltd 76 Washway Road SALE, M33 7RE Tel: 0161 972 0552

TRANSPORT STATEMENT

MARSH LANE, NEW MILLS

CONTENTS

Chapter Page

1. INTRODUCTION 1

2. EXISTING CONDITIONS 3

3. ACCESSIBILITY BY NON-CAR MODES 5

4. GENERATED TRAFFIC 7

5. PROPOSED SITE ACCESS ARRANGEMENTS 9

6. SUMMARY & CONCLUSIONS 12

FIGURES (1-3) TABLES (1-3)

APPENDICES A Speed survey results B Figure B1 C TRICS data

DRAWINGS

Drg No 725/04 Drg No 725/SP/01

______Chapter 1

Introduction ______

1.1 Ashley Helme Associates Ltd (AHA) are appointed to prepare a Transport Statement (TS) report for the proposed residential development at land on Marsh Lane, New Mills, Derbyshire, henceforth referred to as the Site. The location of the Site is presented in Figure 1.

1.2 The Site land is currently occupied by a vicarage, a barn and properties 11 & 13 Marsh Lane. The vicarage is served by a dedicated access on Marsh Lane and there is a second access point on Marsh Lane serving the barn and properties 11 and 13.

1.3 Planning permission for 29 dwellings at the Site was granted in February 2002. This planning permission included the formation of a new access on Marsh Lane, with an alignment requiring demolition of the vicarage and retention of property Nos 11 & 13.

1.4 The current planning application proposes the retention of all of the existing buildings and the construction of 28 new residential units. The access strategy for the Site is as follows:

• New Access: proposed 28 new dwellings, converted barn (1 dwelling) and retained property Nos 11 & 13,

• Existing Vicarage Access: Vicarage only (ie 1 dwelling).

1.5 The planning application proposes a revised Site/Marsh Lane access arrangement from that previously permitted. The access proposed in the current planning application avoids the need to demolish the vicarage, and continues to retain property Nos 11 & 13. Thus, the current proposal is for a total of 31 dwellings accessed from a new Marsh Lane access, with removal of the existing access to the barn and property Nos 11 & 13.

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1.6 The issues addressed within the TS fall broadly into the following areas:

• Accessibility of the Site by non-car modes, and • The vehicular traffic impact of the proposed redevelopment of the Site.

1.7 The existing conditions are described in Chapter 2. The accessibility of the Site by choice of mode is considered in Chapters 3.

1.8 The traffic impact of the proposed residential development is quantatively assessed in Chapter 4.

1.9 The proposed Site access arrangements are outlined in Chapter 5 and the summary and conclusions of the TS are presented in Chapter 6.

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______Chapter 2

Existing Conditions ______

2.1 The Site is located on land off Marsh Lane, New Mills, Derbyshire.

2.2 Marsh Lane is a single carriageway road, varying in width from between 5.5m to 8.0m. Marsh Lane is circa 7.3m wide in the vicinity of the site, and subject to a 30mph speed limit. There is footway present on both sides of Marsh Lane.

2.3 The Site is served by two existing accesses on Marsh Lane. The vicarage is served by a dedicated access on Marsh Lane and there is a second access point on Marsh Lane serving the barn and properties 11 and 13.

2.4 The Marsh Lane forms a priority controlled cross roads junction with Low Leighton Road, Church Road and Church Lane circa 50m north of the Site accesses. There is an assisted pedestrian crossing across Low Leighton Road circa 10m west of the junction.

2.5 TRAFFIC FLOWS

2.5.1 AHA undertook a traffic count survey on Marsh Lane, at the location of the proposed development access, on 8 May 2008. This establishes that the AM and PM peak hours for traffic flows on Marsh Lane are 0745-0845 and 1630-1730 respectively. The recorded peak hour traffic flows (vehicles) are:

PEAK HOUR NORTHBOUND SOUTHBOUND 2-WAY (towards Church Road) (from Church Road)

AM 176 188 364 PM 201 163 364.

2.5.2 The DfT publication TA 79/99 'Traffic Capacity of Urban Roads' advises that the one- way hourly capacity of a 6.75m wide UAP3 road is 900 vehicles, and for a UAP3 road 6.1m wide is 750 vehicles. The width of Marsh Lane varies, but the recorded traffic

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represents a maximum of only 27% of the one-way capacity of the road, (PM peak hour northbound, based on UAP3 road 6.1m wide).

2.5.3 Thus, the peak hour traffic flows on Marsh Lane are very low, and well within the capacity of the road.

2.6 VEHICULAR SPEEDS

2.6.1 AHA undertook a speed survey at the location of the proposed development access on 8 May 2008. The survey was undertaken in accordance with the methodology in the DfT TA 22/81 'Vehicle speed measurement of all purpose roads'. Speeds were recorded in the morning and the afternoon, for both directions of travel and the survey sample corresponds with the DfT guidelines.

2.6.2 Tables A1-A4, Appendix A, present the speed survey results. The 85%le wet weather journey speed is adopted as the design speed for the proposed new access. From the speed survey, the 85%le wet weather journey speed (WWJS) for vehicles travelling along Marsh Lane is as follows:

• AM northbound: 38.47 kph • AM southbound: 33.98 kph • PM northbound: 38.13 kph • PM southbound: 34.42 kph

2.6.3 The speed survey results indicate a design speed of 40kph should be adopted.

2.7 ACCIDENT DATA

AHA ordered the accident data from (DC) for the period 1 May 2006 to 30 April 2009, for highway in the vicinity of the site. Figure B1, Appendix B, presents the area of interest for the accident data. DC confirmed (via email) that there have been no recorded accidents within this area for the period May 2006 to 30 April 2009.

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______Chapter 3 Accessibility by Non-Car Modes ______

3.1 WALK

3.1.1 National guidance in PPG13 sets out that:

"Walking is the most important mode of travel at the local level and offers the greatest potential to replace short car trips, particularly under 2 kilometres" (para 75).

3.1.2 The IHT provides guidance about journeys made on foot. It does not provide a definitive view of distances, but does suggest a preferred maximum distance of 2000m for walk commuting trips. A 400m distance corresponds to a walk time of 5 minutes, based upon typical normal walking speed. Figure 2 presents the 5, 10 & 25 minute walk time isochrone for the Site, (ie reflecting a 400m, 800m & 2000m distance).

3.1.3 Review of Figure 2 indicates that part of New Mills town centre is within a 10 minute walk (800m) of the Site and the whole of New Mills is within a 25 minute walk (2000m). New Mills contains a range of amenities including shops, schools, Post Offices, religious buildings etc providing opportunity for residents of the Site to undertake walk trips for a range of journey purposes, such as walks to work, school and for shopping. This is in accordance with the aims and objectives of current national and local policies.

3.2 CYCLE

3.2.1 National guidance sets out that:

"Cycling also has potential to substitute for short car trips, particularly those under 5 kilometres and to form part of a longer journey by public transport" (para 78).

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3.2.2 Figure 3 indicates the 10 and 25 minutes cycle isochrones for the Site. This comprises a substantial area, including New Mill, , , and Hayfield. This provides opportunity for residents and their visitors to make journeys by cycle to/from the Site, for those trips that they consider to be beyond a convenient walking distance.

3.3 BUS

3.3.1 There are bus stops on both sides of Low Leighton Road/ Church Road and further bus stops within 5, 10 and 25 minutes walk of the Site. Table 1 presents the bus services calling at stops within a 5 minute walk. In the typical weekday situation there are 4 buses per hour calling at stops within a 5 minute walk of the Site. Services calling at these stops offer a range of destinations including Hayfield, Marple, , , Whaley Bridge and .

3.3.2 It is demonstrated that the Site is accessible by bus, with journeys to/from the Site by bus available for a range of destinations. This is in accordance with the aims and objectives of current national and local policies.

3.4 RAIL

3.4.1 As indicated on Figure 2, New Mills Central and New Mills Newtown rail stations are within a 25 minute walk of the Site. Services calling at these stations provide direct rail access to a range of destinations including Manchester Piccadilly, , and Hazel Grove. Thus, residents of the proposed dwellings have the opportunity to travel by rail to a number of destinations, for a range of journey purposes, including travel to work.

3.4.2 It is also relevant to note that New Mills Central rail station can be reached by a bus journey from the Site. Thus, an integrated bus/rail journey from the Site provides further sustainable travel opportunities for a full range of journey purposes.

3.5 SUMMARY

It is demonstrated that the Site is accessible by foot, cycle and public transport and this is in accordance with current national and local transport policies for residential development.

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FREQUENCY BUS ROUTE Mon- Sat OPERATOR No Sun/Bank Holidays Day Eve Within 5 minutes of Site 61 Glossop- New Mills- Buxton 60 mins - 60 mins B 62 Hayfield- New Mills- Marple(1) 60 mins 60 mins 60 mins B 64 Glossop- New Mills- Whaley Bridge- Macclesfiled 2 Trips - - B 358 Hayfield- New Mills- Marple- Stockport 60 mins 60 mins 60 mins SM 389 New Mills- - Low Leighton- New Mills(2) 60 mins - - B

Source: Derbyshire bus information

Notes: 1. Some journeys commence at Chapel-en-le-Frith and terminate at New Mills. 2. One way only. Part journey runs every 30 minutes.

Key: B Bowers SM

TABLE 1 BUS SERVICES & FREQUENCY

______Chapter 4

Generated Traffic ______

4.1 PEAK PERIODS

The times when the combination is greatest of traffic generated by the proposed residential development and existing highway network traffic are the weekday AM and PM peak hours. As set out in para 2.5.1, the recorded peak hours are 0745-0845 and 1630-1730, and the report includes quantitative analysis for these periods.

4.2 GENERATED TRAFFIC: PROPOSED RESIDENTIAL DEVELOPMENT

4.2.1 As set out in para 1.5, the current planning application proposes a new access on Marsh lane to serve a total of 31 dwellings (28 new units, existing property Nos 11 and 13 and the barn). It is necessary to estimate the traffic generated by the proposed development at the new Marsh Lane access.

4.2.2 The most recent version of TRICS (2009(b)) is interrogated for information about trip generation rates for houses. Criteria adopted for this interrogation include:

• Houses privately owned, • 5-60 units, • All surveys 2005 or more recent, • If a site has a multiple survey date entries, include only the single busiest day within the identified TRICS sample, (to avoid statistical bias in the trip rates identified for use in the analysis), • Sites in , Ireland and the Highlands of Scotland manually removed from the database, on the basis that they may have significantly different trip patterns than the Site.

On this basis, 9 sites are identified and the results of the TRICS interrogation are included in Appendix C.

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4.2.3 TRICS calculates average trip rates for a specified database of Site entries. Additionally, TRICS can rank trip rates for a specified database and identify the 85%le rank order rates. However TRICS explicitly states that the 85%le statistic is not reliable for a database with less than 20 entries; in this circumstance TRICS does not calculate an 85%le trip rate and advises against use of 85%le rates. Therefore, average trip rates are adopted for the proposed residential development.

4.2.4 Table 2 includes the AM & PM peak hour trip generation rates for houses adopted for the TS quantative analysis. Table 3 presents the consequent estimate of traffic generated by the proposed development in the AM & PM peak hours at the new Marsh Lane access. For the avoidance of doubt, the estimate of the traffic generated by the proposed development is based on a total of 31 residential units (ie includes the existing barn and properties 11 & 13 in addition to the 28 new units). This provides robust assessment.

4.3 TRAFFIC IMPACT OF THE PROPOSED DEVELOPMENT

4.3.1 The March 2007 DfT document 'Guidance on Transport Assessment' (GTA) sets out that:

"For the avoidance of doubt, the 1994 Guidance regarding assessment thresholds of 10 percent and 5 percent levels of development traffic relative to background traffic is no longer an acceptable mechanism...."

4.3.2 However, GTA does suggest a threshold of 30 two-way trips may be appropriate for identifying the level of impact below which the need for a formal assessment may not be needed. Indeed, it is the Highways Agency's general approach to apply the 30 two-way trip limit as that below which operational assessments are not required for the trunk road network. It is concluded that, in the specific case of this TS and in the absence of any other guidance, the '30 two-way trip threshold' should be adopted as the basis of the materiality test of traffic impact at the proposed Site access.

4.3.3 Review of Table 3 shows that the proposed development is estimated to generate 15 (two-way) vehicle movements in the AM peak hour and 18 (two-way) vehicle movements in the PM peak hour. Therefore, it is concluded that the traffic impact of the proposed residential development is not material and further quantative analysis is not required.

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AM PM USE ARR DEP 2-WAY ARR DEP 2-WAY

Residential 0.132 0.358 0.490 0.327 0.257 0.584

Notes: 1. AM = 0800-0900 2. PM = 1700-1800 3. Source: TRICS 2009(b)

TABLE 2 TRIP GENERATION AM & PM PEAK HOURS

AM PM USE ARR DEP 2-WAY ARR DEP 2-WAY

Residential 4 11 15 10 8 18

Notes: 1. Assumes a total of 31 residential units (Property Nos 11 & 13, a converted barn and 28 new dwellings).

TABLE 3 GENERATED TRAFFIC AM & PM PEAK HOURS ______Chapter 5 Proposed Site Access Arrangements ______

5.1 SITE ACCESS

It is proposed to close the existing access to the barn and property Nos 11 & 13, and introduce a new and improved access on Marsh Lane, which will serve these existing buildings and the 28 new dwellings. The existing vicarage access on Marsh Lane will be retained.

5.2 ACCESS VISIBILITY REQUIREMENTS

5.2.1 The speed and traffic count surveys provide the context in which to review the geometric requirements for the new Site access.

5.2.2 Advice on junction visibility is provided in the DfT document 'Manual for Streets' (MfS). MfS states that:

“MfS focuses on lightly-trafficked residential streets, but many of its key principles may be applicable to other types of streets, for example high streets and lightly-trafficked lanes in rural areas.”

As set out in para 2.5.2, peak hour traffic flows on Marsh Lane are very low being only about 3 vehicles per minute in both northbound and southbound directions. It is considered that MfS provides appropriate guidance for establishing junction geometry, in particular visibility splays, on Marsh Lane.

5.2.3 MfS suggests that in most urban situations, a 2.4m visibility ‘X’ distance is acceptable. MfS states that:

"An X distance of 2.4m should normally be used in most built up situations, as this represents a reasonable maximum distance between the front of a car and the driver’s eye".

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MfS goes on to state that:

"longer X distances enable drivers to look for gaps as they approach the junction. This increases junction capacity for the minor arm, and so may be justified in some circumstances, but it also increases the possibility that drivers on the approach will fail to take account of other road users, particularly pedestrians and cyclists".

5.2.4 Therefore, the basis for providing visibility ‘X’ distances above 2.4m is governed by capacity and not highway safety reasons. An 'X' distance of 2.4m is adopted for the proposed Site access on Marsh Lane.

5.2.5 The ‘Y’ visibility distance is based on the Stopping Sight Distance of vehicles travelling on Marsh Lane. For a 40kph design speed (maximum recorded 85%le wet weather journey speed is 38.47kph, refer para 2.6.2), MfS prescribes a 'Y' visibility distance of 31m.

5.2.6 Given all of the above, and in this site specific case, it is considered that visibility splays of 2.4m x 31m at the proposed Site/Marsh Lane junction are appropriate. However, Derbyshire County Council (DCC) has requested visibility splays of 2.4m x 45m. The proposed development access arrangements are indicated on Drg No 725/04 and it is demonstrated that 2.4m x 45m visibility splays can be achieved in both directions.

5.3 GEOMETRY

5.3.1 It is proposed to close the existing access to the barn and property Nos 11 & 13, and introduce a new and improved access on Marsh Lane, to provide the main vehicular access to the development.

5.3.2 The proposed development access arrangements are indicated on Drg No 725/04. The main geometric features of the new access road are as follows:

• 5.5m wide access road, • 2.0m wide footway on north side of the road, • 7.5m corner radii, • 2.4m x 45m visibility splays.

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5.4 SWEPT PATH

Drg No 725/SP/01 indicates the swept path movements of a refuse vehicle. It is demonstrated that a refuse vehicle can enter the Site in forward gear, manoeuvre within the Site and then depart in forward gear. It is concluded that the access arrangements can accommodate the movements of a refuse vehicle in a satisfactory manner.

5.5 CONCLUSIONS

It is concluded that the proposed access arrangements indicated on Drg No 725/04 provide an acceptable means of serving the proposed development.

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______Chapter 6 Summary & Conclusions ______

6.1 The Site is located on land off Marsh Lane, New Mills, Derbyshire. The location of the Site is indicated on Figure 1 in the context of the local highway network. The Site is occupied by property Nos 11 & 13 Marsh Lane, a barn and a vicarage. The proposed development comprises the retention of the existing buildings and the construction of 28 new residential units.

6.2 The accessibility of the Site by non-car modes is reviewed and it is demonstrated that there is opportunity for residents of the Site to undertake trips on foot and by cycle. Similarly, there is opportunity for residents to undertake trips using public transport, which is fully in accordance with national and local policy aims and objectives.

6.3 Comprehensive analysis is undertaken of the traffic impact of the proposed development. The traffic generated by the existing and proposed use at the new Marsh Lane access is estimated. The proposed development is estimated to generate 15 (two-way) vehicle movements in the AM peak hour and 18 (two-way) vehicle movements in the PM peak hour. It is concluded that the traffic impact of the proposed residential development is not material.

6.4 It is proposed to maintain the existing vicarage access and create a new access to serve property Nos 11 & 13, the barn and the proposed new 28no dwellings. AHA Drg No 725/04 presents the proposed access arrangements and it is considered that these provide an acceptable means of serving the residential development.

6.5 A comprehensive appraisal of the transport impacts of the proposed development is undertaken. It is concluded that there are no highway/transport reasons for refusal of planning permission.

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APPENDIX A

SPEED SURVEY

DRY WEATHER SPOT SPEEDS 725 SPEED FREQUENCY 2 Xi Fi FiXi Fi(Xi) (mph) 15 3 45 675 16 3 48 768 17 5 85 1445 18 10 180 3240 19 7 133 2527 20 19 380 7600 21 16 336 7056 22 18 396 8712 23 35 805 18515 24 27 648 15552 25 21 525 13125 26 14 364 9464 27 14 378 10206 28 8 224 6272 29 5 145 4205 30 4 120 3600 31 1 31 961 32 1 32 1024 33 000 34 000 35 000 36 000 37 000 38 000 39 000 40 000 41 000 42 000 43 000 44 000 45 000 46 000 47 000 48 000 49 000 50 000 51 000 52 000 53 000 54 000 55 000 56 000 57 000 58 000 59 000 60 000 TOTAL 211 4875 114947 MEAN 23.10 mph SD 3.32 85%le Dry Weather Spot Speed 26.55 mph 85%le Wet Weather Journey Speed 24.05 mph 85%le Wet Weather Journey Speed 38.47 kph

TABLE A1 SPEED SURVEY RESULTS AM NORTHBOUND 08 May 2008 DRY WEATHER SPOT SPEEDS 725 SPEED FREQUENCY 2 Xi Fi FiXi Fi(Xi) (mph) 15 4 60 900 16 11 176 2816 17 12 204 3468 18 16 288 5184 19 27 513 9747 20 34 680 13600 21 23 483 10143 22 16 352 7744 23 19 437 10051 24 16 384 9216 25 10 250 6250 26 10 260 6760 27 2 54 1458 28 000 29 1 29 841 30 000 31 000 32 000 33 000 34 000 35 000 36 000 37 000 38 000 39 000 40 000 41 000 42 000 43 000 44 000 45 000 46 000 47 000 48 000 49 000 50 000 51 000 52 000 53 000 54 000 55 000 56 000 57 000 58 000 59 000 60 000 TOTAL 201 4170 88178 MEAN 20.75 mph SD 2.89 85%le Dry Weather Spot Speed 23.74 mph 85%le Wet Weather Journey Speed 21.24 mph 85%le Wet Weather Journey Speed 33.98 kph

TABLE A2 SPEED SURVEY RESULTS AM SOUTHBOUND 08 May 2008 DRY WEATHER SPOT SPEEDS 725 SPEED FREQUENCY 2 Xi Fi FiXi Fi(Xi) (mph) 15 1 15 225 16 6 96 1536 17 4 68 1156 18 7 126 2268 19 10 190 3610 20 10 200 4000 21 24 504 10584 22 19 418 9196 23 37 851 19573 24 20 480 11520 25 16 400 10000 26 16 416 10816 27 10 270 7290 28 8 224 6272 29 5 145 4205 30 2 60 1800 31 1 31 961 32 1 32 1024 33 000 34 000 35 000 36 000 37 000 38 000 39 000 40 000 41 000 42 000 43 000 44 000 45 000 46 000 47 000 48 000 49 000 50 000 51 000 52 000 53 000 54 000 55 000 56 000 57 000 58 000 59 000 60 000 TOTAL 197 4526 106036 MEAN 22.97 mph SD 3.24 85%le Dry Weather Spot Speed 26.33 mph 85%le Wet Weather Journey Speed 23.83 mph 85%le Wet Weather Journey Speed 38.13 kph

TABLE A3 SPEED SURVEY RESULTS PM NORTHBOUND 08 May 2008 DRY WEATHER SPOT SPEEDS 725 SPEED FREQUENCY 2 Xi Fi FiXi Fi(Xi) (mph) 15 6 90 1350 16 8 128 2048 17 18 306 5202 18 16 288 5184 19 18 342 6498 20 19 380 7600 21 22 462 9702 22 29 638 14036 23 21 483 11109 24 19 456 10944 25 6 150 3750 26 1 26 676 27 3 81 2187 28 3 84 2352 29 3 87 2523 30 000 31 000 32 000 33 000 34 000 35 000 36 000 37 000 38 000 39 000 40 000 41 000 42 000 43 000 44 000 45 000 46 000 47 000 48 000 49 000 50 000 51 000 52 000 53 000 54 000 55 000 56 000 57 000 58 000 59 000 60 000 TOTAL 192 4001 85161 MEAN 20.84 mph SD 3.06 85%le Dry Weather Spot Speed 24.01 mph 85%le Wet Weather Journey Speed 21.51 mph 85%le Wet Weather Journey Speed 34.42 kph

TABLE A4 SPEED SURVEY RESULTS PM SOUTHBOUND 08 May 2008

APPENDIX B

FIGURE B1

APPENDIX C

TRICS DATA

TRICS 2009(b)v6.4.1 300609 B14.03 (C) 2009 JMP Consultants Ltd on behalf of the TRICS Consortium Thursday 02/07/09 725_Marsh Lane Residential Page 1 OFF-LINE VERSION Ashley Helme Associates Washway Road Manchester Licence No: 733101

TRIP RATE CALCULATION SELECTION PARAMETERS:

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

Selected regions and areas: 03 SOUTH WEST DC DORSET 1 days 05 DS DERBYSHIRE 1 days 06 WEST MIDLANDS ST STAFFORDSHIRE 1 days WM WEST MIDLANDS 1 days WO WORCESTERSHIRE 1 days 07 YORKSHIRE & NORTH LINCOLNSHIRE NY NORTH YORKSHIRE 2 days 08 NORTH WEST CH 1 days 10 WALES CF CARDIFF 1 days

Filtering Stage 2 selection:

Parameter: Number of dwellings Range: 5 to 58 (units: )

Public Transport Provision: Selection by: Include all surveys

Date Range: 29/11/05 to 29/11/08

Selected survey days: Monday 2 days Tuesday 3 days Wednesday 3 days Thursday 1 days

Selected survey types: Manual count 9 days Directional ATC Count 0 days

Selected Locations: Edge of Town Centre 1 Suburban Area (PPS6 Out of Centre) 5 Edge of Town 2 Neighbourhood Centre (PPS6 Local Centre) 1

Selected Location Sub Categories: Residential Zone 8 No Sub Category 1 TRICS 2009(b)v6.4.1 300609 B14.03 (C) 2009 JMP Consultants Ltd on behalf of the TRICS Consortium Thursday 02/07/09 725_Marsh Lane Residential Page 2 OFF-LINE VERSION Ashley Helme Associates Washway Road Manchester Licence No: 733101

LIST OF SITES relevant to selection parameters

1 CF-03-A-03 DETACHED, CARDIFF CARDIFF LLANTRISANT ROAD

CARDIFF Total Number of dwellings: 2 9 Survey date: MONDAY 08/10/07 Survey Type: MANUAL 2 CH-03-A-05 DETACHED, CREWE CHESHIRE SYDNEY ROAD SYDNEY CREWE Total Number of dwellings: 1 7 Survey date: TUESDAY 14/10/08 Survey Type: MANUAL 3 DC-03-A-01 DETACHED, POOLE DORSET ISAACS CLOSE

POOLE Total Number of dwellings: 5 1 Survey date: WEDNESDAY 16/07/08 Survey Type: MANUAL 4 DS-03-A-01 SEMI D./TERRACED, DERBYSHIRE THE AVENUE HOLMESDALE DRONFIELD Total Number of dwellings: 2 0 Survey date: THURSDAY 22/06/06 Survey Type: MANUAL 5 NY-03-A-01 MIXED HOUSES,NORTHALLERTON NORTH YORKSHIRE GRAMMAR SCHOOL LANE

NORTHALLERTON Total Number of dwellings: 5 2 Survey date: TUESDAY 25/09/07 Survey Type: MANUAL 6 NY-03-A-03 PRIVATE HOUSING, BOROUGHBRIDGE NORTH YORKSHIRE NEW ROW

BOROUGHBRIDGE Total Number of dwellings: 1 4 Survey date: MONDAY 15/09/08 Survey Type: MANUAL 7 ST-03-A-05 TERRACED/DETACHED, STOKE STAFFORDSHIRE WATERMEET GROVE ETRURIA STOKE-ON-TRENT Total Number of dwellings: 1 4 Survey date: WEDNESDAY 26/11/08 Survey Type: MANUAL 8 WM-03-A-02 DETACHED/SEMI D., STRBRIDGE WEST MIDLANDS HEATH STREET

STOURBRIDGE Total Number of dwellings: 1 2 Survey date: WEDNESDAY 26/04/06 Survey Type: MANUAL 9 WO-03-A-02 SEMI DETACHED, REDDITCH WORCESTERSHIRE MEADOWHILL ROAD

REDDITCH Total Number of dwellings: 4 8 Survey date: TUESDAY 02/05/06 Survey Type: MANUAL TRICS 2009(b)v6.4.1 300609 B14.03 (C) 2009 JMP Consultants Ltd on behalf of the TRICS Consortium Thursday 02/07/09 725_Marsh Lane Residential Page 3 OFF-LINE VERSION Ashley Helme Associates Washway Road Manchester Licence No: 733101

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 0 0 0.000 0 0 0.000 0 0 0.000 01:00 - 02:00 0 0 0.000 0 0 0.000 0 0 0.000 02:00 - 03:00 0 0 0.000 0 0 0.000 0 0 0.000 03:00 - 04:00 0 0 0.000 0 0 0.000 0 0 0.000 04:00 - 05:00 0 0 0.000 0 0 0.000 0 0 0.000 05:00 - 06:00 0 0 0.000 0 0 0.000 0 0 0.000 06:00 - 07:00 0 0 0.000 0 0 0.000 0 0 0.000 07:00 - 08:00 9 29 0.066 9 29 0.210 9 29 0.276 08:00 - 09:00 9 29 0.132 9 29 0.327 9 29 0.459 09:00 - 10:00 9 29 0.187 9 29 0.214 9 29 0.401 10:00 - 11:00 9 29 0.175 9 29 0.210 9 29 0.385 11:00 - 12:00 9 29 0.152 9 29 0.195 9 29 0.347 12:00 - 13:00 9 29 0.226 9 29 0.175 9 29 0.401 13:00 - 14:00 9 29 0.230 9 29 0.230 9 29 0.460 14:00 - 15:00 9 29 0.195 9 29 0.183 9 29 0.378 15:00 - 16:00 9 29 0.230 9 29 0.167 9 29 0.397 16:00 - 17:00 9 29 0.288 9 29 0.206 9 29 0.494 17:00 - 18:00 9 29 0.327 9 29 0.257 9 29 0.584 18:00 - 19:00 9 29 0.268 9 29 0.198 9 29 0.466 19:00 - 20:00 0 0 0.000 0 0 0.000 0 0 0.000 20:00 - 21:00 0 0 0.000 0 0 0.000 0 0 0.000 21:00 - 22:00 0 0 0.000 0 0 0.000 0 0 0.000 22:00 - 23:00 0 0 0.000 0 0 0.000 0 0 0.000 23:00 - 24:00 0 0 0.000 0 0 0.000 0 0 0.000 Total Rates: 2.476 2.572 5.048

Parameter summary

Trip rate parameter range selected: 5 - 58 (units: ) Survey date date range: 29/11/05 - 29/11/08 Number of weekdays (Monday-Friday): 9 Number of Saturdays: 0 Number of Sundays: 0 Surveys manually removed from selection: 9