proposed residential development land at moults yard stapleford transport...

Ian Walton

Proposed Residential Development Land at Moults Yard Stapleford Transport Statement

Travis Baker Ltd The Landmark Tudor Square West Bridgford Nottinghamshire NG2 6BT

Tel: 0115 982 3240 [email protected] www.travisbaker.co.uk

mailto:[email protected]

http://www.travisbaker.co.uk/

DOCUMENT CONTROL

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This document has been prepared by Travis Baker Transport Planning Limited for the exclusive use by the commissioning party in accordance with the terms and conditions of the contract between Travis Baker Transport Planning Limited and the commissioning party. No other party may use, make use of or rely on the contents of this report without the prior written consent of Travis Baker Transport Planning Limited. No liability is accepted by Travis Baker Transport Planning Limited for any use of this report other than for the purpose for which it was originally prepared. This document may contain and rely on information provided by Third Parties; no verification of such information has been undertaken and Travis Baker Transport Planning Limited accept no responsibility for any inaccuracies within such information. No part of this report may be copied or reproduced by any means without written permission from Travis Baker Transport Planning Limited. The consultant’s liability to the client arising out of or in connection with this document whether under the law of contract in tort (including negligence), in equity, or under statute or otherwise shall be limited to the fee paid for the preparation of this document. The consultant shall not be liable to the client in respect of any consequential or indirect loss or damage. The consultant shall be deemed to have been discharged from all liability in respect of this document whether under contract, in tort (including negligence), under statute or otherwise, on the expiration of 1 year from the completion of this document. © Copyright Travis Baker Transport Planning Limited 2012– All rights reserved Registered Address: Priory House, 2 Priory Road, Dudley, WEST MIDLANDS, DY1 1HH Company Registration Number: 08205643

Project Title Land at Moults Yard, Nottingham Road, Stapleford

Report Type Transport Statement

Job Number

T14026

Date Revision Comments 01/08/14 _ Draft Issue to Client Prepared by Checked by

Name

AMP SM

Date Revision Comments 22/08/14 A Submission Issue Prepared by Checked by

Name

AMP SM

Date Revision Comments Prepared by Checked by

Name

Date Revision Comments Prepared by Checked by

Name

Ian Walton Proposed Residential Development Moults Yard, Stapleford Transport Statement

CONTENTS

1.0 INTRODUCTION 1

1.1 Background 1

1.2 Scope of Report 1

2.0 EXISTING CONDITIONS AND PROPOSED DEVELOPMENT 2

2.1 Site Description 2

2.2 Adjacent Highways 2

2.3 Personal Injury Accident Review (PIA) 3

2.4 Proposed Development 4

2.5 Access Arrangements 4

2.6 On-Site Car Parking 4

2.7 Servicing requirements 5

2.8 Local Amenities and Bus Services 5

3.0 HIGHWAY IMPACT 7

3.1 Traffic Generation 7

4.0 CONCLUSION 9

4.1 Summary 9

4.2 Overall Conclusion 9


FIGURES

Figure 1: Site Location Plan Figure 2: Accident Study Area Plan and Severity Plot Figure 3: Local Facilities & Bus Services Plan DRAWINGS

SK01: Access Road Junction Visibility SK02: Refuse Vehicle Tracking APPENDICES

APPENDIX A: PIA Information

APPENDIX B: Development Layout Plan

APPENDIX C: Car Parking Demand Calculations APPENDIX D: Bus Timetable Information

APPENDIX E: TRICS data


1.0 INTRODUCTION

1.1 Background

1.1.1 Travis Baker has been appointed by Ian Walton to assess the transport and travel implications of a proposed development on land at Moults Yard, Nottingham Road, Stapleford.

1.1.2 The land is identified as Site 12 in the Strategic Housing Land Availability Assessment (SHLAA) 2013 in the Broxtowe Aligned Core Strategy. Planning approval was previously granted in 2005 for a residential development of 15 dwellings with access provided directly off Nottingham Road, although this consent has now expired.

1.2 Scope of Report

1.2.1 This report provides a Transport Statement (TS) in support of a new planning application for a residential development, comprising 15 dwellings with a new access provided from Cemetery Road.

1.2.2 The following report is structured as follows:

• The site and conditions of the surrounding highway network are described;

• Records of personal injury accidents on the local highway network are reviewed;

• The proposed development and its access arrangements are described;

• Local amenities and bus services are reviewed and discussed;

• The volume of traffic generated by the proposed development is estimated;

• Parking levels within the site are examined;

• Existing on-street parking is reviewed;

• The suitability of the adjacent highway network to accommodate the scheme is considered.

1.2.3 This document is submitted to Broxtowe Borough Council (BBC), as the planning authority and Nottinghamshire County Council (NCC), as the local highway authority.

1.2.4 The report concludes that satisfactory vehicular access and servicing to the site can be achieved, and that the impact of the development on the local highway network would be negligible. Access between the development and local amenities and bus services would also be available, and that proposed off-street parking would be in accordance with local plan requirements.

1.2.5 On this basis, it is considered that the proposed development could be satisfactorily accommodated on the adjacent transport network.

Travis Baker Page No. 1 Job No. T14026


2.0 EXISTING CONDITIONS AND PROPOSED DEVELOPMENT

2.1 Site Description

2.1.1 The site is located within the ward of Stapleford South East and approximately central to the wider Stapleford area, which is on the western boundary of greater Nottingham.

2.1.2 The site is located on the corner of Nottingham Road and Cemetery Road and has a total area of approximately 0.36 hectares. The site is understood to be a former builder’s yard, but is has been vacant and cleared of all building structures for a number of years.

2.1.3 No vehicular access to the site is currently available but there is a dropped kerb at the front of site on Nottingham Road at the previous access (now blocked-off by security fencing). Examination of the previous planning approval document also indicates that there was a second access from Nottingham Road, adjacent to the eastern site boundary. Pedestrian access would have been via these former vehicular accesses, directly from the adjacent Nottingham Road southern footway.

2.1.4 Figure 1 of this report shows the detailed site location plan.

2.2 Adjacent Highways

2.2.1 The B5010 Nottingham Road forms the northern boundary of the site and is a local distributor road connecting Stapleford centre to the west with the main A52 Brian Clough Way at the Bramcote Island to the roundabout junction to the north-east east.

2.2.2 In the vicinity of the development, Nottingham Road has a carriageway width of approximately 7.6m footways to either side. The footway immediately adjacent to the development site varies in width across the site frontage from 1.7m to 4.9m, although the site security fence currently reduces the effective width to 1.2m over a short distance towards the eastern end of the frontage. The footway on the opposite side of Nottingham Road varies between 2m and 3m in width.

2.2.3 Nottingham Road provides frontage access to a variety of land uses along its length. To the north-east, it serves mostly residential properties, separated from the back of the footway by a generous grass verge. South-westwards toward Stapleford, the properties becomes more employment based with shops, offices and car showrooms. To either side of Cemetery Road, there are car sales and repair businesses. St John’s Primary School is located approximately 100m to the east of the site.

2.2.4 School keep clear markings have been provided directly outside St John’s Primary School, with a wider school safety zone being marked to either side by the presence of school patrols signs, flashing warning lights, bands of red high frictions surfacing with school warning triangle markings and dragon’s teeth markings. This zone spans a total length of 250m from the Cemetery Road junction eastbound to approximately 80m beyond the school.

2.2.5 Nottingham Road is subject to a 30mph speed limit, is lit and accommodates a regular bus services. Bus stops are situated adjacent to the site, the westbound stop being approximately 50m to the west and the eastbound stop being directly opposite.



2.2.6 Cemetery Road forms the western boundary to the site, and is a cul-de-sac providing access to

the local cemetery. It has a gentle upward gradient in the southbound direction toward the cemetery.

2.2.7 Cemetery Road is a single carriageway road with a general width of 7.5m. At its northern end, it forms a simple priority junction with Nottingham Road, which has corner radii of 9m and 10m on the western and eastern sides respectively. Junction visibility splays were measured on-site at 2.4m x 70m to the west and 2.4m x 77m to the east.

2.2.8 Footways are provided to each side of Cemetery Road, each approximately 1.8m wide, except for a 60m section along the western side of the carriageway which narrows to approximately 1m in width where it passes the boundary wall of the adjacent vehicle repair centre. At the southern end of Cemetery Road, a public footpath runs in an east-west direction between Baulk Lane to the east and Cliffe Hill Avenue to the west

2.2.9 Residential properties are present on each side of Cemetery Road south of the site, those on the eastern side having driveway accesses and off-street parking.

2.2.10 During a site visit undertaken on Tuesday 1st July between 3pm and 4pm, on-street parking was observed on both sides of Cemetery Road in the vicinity of the proposed site access. Further south vehicles parked mainly on the western side of the route due to the frequency of accesses to driveways on the eastern side.

2.2.11 The highest concentration of on-street parking was noted to be to be directly adjacent to the vehicle accident repair business, where no dwellings are currently provided. At least one vehicle was also observed being moved to and from the above repair centre at that time. It likely that a proportion of on-street parking in this area is related to the vehicle repair business.

2.3 Personal Injury Accident Review (PIA)

2.3.1 Records of Personal Injury Accidents (PIAs) were obtained from NCC for the most recent available 5-year period commencing 1 February 2009 and ending 31 January 2014. Figure 2 provides a plan showing the area for which data was requested with an accident severity plot overlaid. The supplied data supplied is included in Appendix A.

2.3.2 The area of search extended along the Nottingham Road from Cemetery Road, approximately 90m to the west just past its junction with Mount Street, to the school safety zone approximately 240m to the east of Cemetery Road. The study area also included a 90m length of Cemetery Road and the junction of Pinfold Lane with Nottingham Road.

2.3.3 During the period of study, only two PIAs were recorded, one of which involved a serious injury.

2.3.4 The serious-injury PIA occurred in 2011 on Nottingham Road at its junction with Pinfold Lane and involved a teenage girl crossing from the southern side of the carriageway in a north-westerly direction and a car travelling in a south-west bound direction. The weather was fine and the road surface was recorded as dry. There is no crossing provided at this location, and the pedestrian would have been crossing in a hazardous location directly towards the bell-mouth area of the Pinfold Lane junction. No other accidents have been recorded at this location during the period of interest and it this isolated event therefore does not provide strong evidence of any road safety issues.



2.3.5 The second PIA occurred close to number 92 Nottingham Road in June 2009 in daylight

conditions. The weather was also fine and the road surface dry. It involved a small motorcycle colliding with a slowing bus. The small motorcycle was then shunted by a larger motorcycle. There were two recorded casualties, both motorcycle riders. No other accidents have been recorded at this location during the period of interest and it this isolated event therefore does not provide strong evidence of any road safety issues.

2.4 Proposed Development

2.4.1 The proposed development involves the construction of 15 dwellings providing between two and three bedrooms each. Appendix B of this TS includes a development layout plan.

2.5 Access Arrangements

2.5.1 The development access road is proposed as a cul-de-sac with a vehicular turning head provided at its eastern end. The general layout has been designed and is consistent with a Residential Access Way, as described in the 6 Cs design guidance, Table DG1. Accordingly, the access road have an overall corridor width of 7.5m, comprising a shared-surface carriageway of 5.0m and service strips of 2.0m to the south and 0.5m to the north.

2.5.2 The access road would connect with Cemetery Road at a new simple priority junction situated approximately 25m south of the Nottingham Road/Cemetery Road junction. The proposed new junction would provide a visibility splays of 2.4m x 43m available to the south of the access, consistent with vehicle speeds of up to 30mph. The visibility splay to the north has been measured from the centreline of a vehicle turning from Nottingham Road into Cemetery Road at 2.4m x 25.8m. This would be acceptable for approach speeds into Cemetery Road of up to 20mph, which is considered more than adequate given that vehicle speeds when turning into Cemetery Road are likely to be below 20mph.

2.5.3 Drawing T14026/SK01 shows the vehicular access with the above visibility splays shown.

2.5.4 Both pedestrian and cycle access will also be via the proposed vehicular access point.

2.6 On-Site Car Parking

2.6.1 Car parking is to be provided at a rate of one space per dwelling, in accordance with the Broxtowe Local Plan, as adopted in 2004. The Local Plan standard is the maximum level of provision that is accepted in town centres, district centres and edge-of-centre locations. In additional, two visitor car parking spaces are to be provided, giving an overall total of 17 spaces or 1.13 spaces per dwelling.

2.6.2 Given the sustainable location of the of the development site, as demonstrated below, this level of car parking provision is considered reasonable. However, it is acknowledged that the Local Plan standards are based on the now-superseded PPG13 document which guided local authorities to set maximum car parking standards. The 6Cs Guide now advocates the estimation of the demand for parking based on car ownership, in accordance with the DCLG’s document “Residential Car Parking Research”. In 2010, NCC published its own local version of this methodology, known as “Residential Car Parking Research in Nottinghamshire” (RCPRN).

2.6.3 Calculations of the demand for car parking have been prepared in accordance with the RCPRN methodology for a proposed allocation of one car parking space per dwelling (Appendix C).



These calculations assume that the scheme will comprise 3-bedroom dwellings and suggest that the overall demand for car parking would be 1.5 spaces per dwelling, thus giving rise to demand for 8 unallocated car parking spaces. However, by its nature, such unallocated parking demand would be sporadic by nature and would only occur at times of peak demand. Two visitor parking bays are proposed and it is considered that the remaining 6 would be satisfactorily accommodated on the internal access road without compromising vehicle movements to any significant degree.

2.7 Servicing requirements

2.7.1 A turning head is to be provided to appropriate standards and sufficient to accommodate a standard refuse collection vehicle. Use of this turning head will allow on-street collection of all domestic waste well within acceptable “drag” distances for residents and refuse collection operatives.

2.7.2 A plan showing the swept path of a Refuse Collection Vehicle (RCV) entering and leaving the site, whose dimensions and details have been agreed with BBC, is shown as Drawing Number T14026/SK02.

2.8 Local Amenities and Bus Services

2.8.1 Guidance on preferred maximum walking distances to amenities is given in the Chartered Institution of Highways and Transportation (CIHT) document, "Providing for Journeys on Foot" (2000). The Guidelines indicate that a walking distance of 400m is acceptable for trips to bus stops and local shops, with 800m being the preferred maximum. The corresponding desirable and acceptable walking distances for trips to work/school are given as 500m and 1000m respectively. A preferred general maximum walking distance of 2000m is identified.

2.8.2 The main walking routes in the vicinity of the proposed development are shown on Figure 3, together with a plot of local bus services and amenities.

2.8.3 The site is located with 440m of Stapleford Centre where a range of local facilities are available. These include the following (list not exhaustive):

• Local supermarkets and food stores; • Newsagents; • Greengrocers; • Pharmacies; • Bus Stops Nottingham Road; • Health Centre; • Dentists; • Post office; • Library.

2.8.4 St John’s primary school is located immediate to the east of the development and well within 400m of the site access.

2.8.5 As illustrated above there is a wide range of facilities within just over 400m walking distance of the site and it is therefore considered that a significant proportion of trips generated by the development could be made on foot.



2.8.6 The nearest bus stops to the site are located on Nottingham Road itself well within 100m walking

distance of the site access. Both have shelters with seating, timetable information and “real-time information” displays. Stops served by alternative bus routes are situated on Church Street approximately 320m to the west and on Hickings Lane at its junction with Church Street, approximately 480m to the north.

2.8.7 The Nottingham Road stops are served by the regular i4 and 18 services, with a combined frequency of 6 buses per hour as well as the peak-hour fast service into Nottingham City Centre (ClubClass) and the local shopper route (the 510 service).

2.8.8 Table 2.1 contains a summary of the local bus services and their frequencies. A plan illustrating the nearest bus stops and routes to the development is shown in Figure 3. Bus timetable information is also provided in Appendix D. These services provide connections to nearby local centres and Nottingham and Derby City Centre, where retail, leisure and employment opportunities can be found.

Table 2.1: Bus services and frequencies.

Route No. Route Nearest Stop

Service Frequency (minutes)

Mon – Sat Daytime

Mon-Sat Evenings Sunday

i4 Derby-Stapleford-Nottingham Nottingham Road

10 15-30 20-30

15 Old Sawley-Stapleford-Ilkeston Church Street 20-30 30-60 60

18 Nottingham-Beeston-Stapleford

Nottingham Road 30 30 No Service

20 Nottingham-Beeston-Heanor Hickings Lane No Service No Service 60

21 Nottingham-Kirk Hallam-Ilkeston

Hickings Lane 60 60 No Service

ClubClass

Nottingham-Stapleford-Sandiacre (Peak Hour Fast Service)

Nottingham Road

30 (07:15-08:30)

and (16:15-18:00)

No Service No Service

510 Beeston-Attenborough-Chilwell Retail Park- Toton- Stapleford

Nottingham Road 60 mins No Service No Service

2.8.9 Given its proximity to local bus services, there is potential for a significant proportion of trips generated by the development to be made by public transport.



3.0 HIGHWAY IMPACT

3.1 Traffic Generation

3.1.1 Although the site has previously been used as a builder’s yard, it has not been in such use for several years and generates no vehicular traffic at present. The previous use of the site has not been taken into account in the calculations that follow.

3.1.2 On this basis, the net impact of the scheme is the provision of 16 new dwellings. A TRICS-based assessment has been prepared in order to forecast the number of vehicle trips generated by the proposed development.

3.1.3 The criteria for selection of the TRICS sites used were as follows:

• Residential Houses - Privately Owned; • Sites from Greater London, NI or ROI removed; • 100 or fewer dwellings; • 'Town Centre' sites have been removed; and, • Weekday counts only.

3.1.4 The resulting TRICS database selections are included in Appendix D. The resulting vehicle trip rates and vehicle trip generations associated with the proposed development are as shown in Tables 2.2 and 2.3.

Table 2.2: Vehicle Trip Generation Rates (trips per dwelling) – 85th percentile

Time Period Arrivals Departures TOTAL

AM (08:00 – 09:00) 0.243 0.491 0.734

PM (17:00 – 18:00) 0.353 0.412 0.765

Table 2.3: Vehicle Trip Generation (15 dwellings)

Time Period Arrivals Departures TOTAL

AM (08:00 – 09:00) 4 7 11

PM (17:00 – 18:00) 5 6 11

3.1.5 From the tables above, it is forecast that a total of up to 11 trips (two-way) would be generated by the proposed development, which equates to an average of one vehicle approximately every 5 minutes.

3.1.6 The total volume of traffic generated by the scheme would not therefore be significant and is not expected to give rise to any material impact on the operation of the adjoining highway network.

3.1.7 It has been noted previously that on-street parking occurs along the Cemetery Road site frontage at certain times of day, and that this appears to be associates with the adjacent vehicle repair business. Provision of the site access junction will reduce the scope for vehicles to park on the



east side of Cemetery Road. Although it would still be possible for vehicles to park opposite the access road, the overall carriageway width of 7.5m would satisfactorily accommodate a line of parked cars at this location whilst leaving a residual effective width of some 5m, sufficient for general traffic to manoeuvre into and out of the site satisfactorily.

3.1.8 The access junction itself would be constructed under a Section 278 agreement with NCC. Should additional traffic regulation orders to restrict parking in the vicinity of the access be considered necessary, these could be incorporated into the scheme during the design and technical approval stages. It is considered that the associated reasonable costs would be met by the developer in the form of a financial contribution to NCC, who would progress and implement the required orders.



4.0 CONCLUSION

4.1 Summary

4.1.1 This report has provided a Transport Statement (TS) in support of a planning application for residential development on the site of Moults Yard, Cemetery Road, Stapleford.

4.1.2 The site is located approximately in the south-eastern corner of the Nottingham Road/Cemetery Road junction, approximately 440m north-east of Stapleford town centre. All former buildings have been removed from the site, which is currently overgrown and fenced off.

4.1.3 The proposed redevelopment scheme would provide 15 residential dwelling houses. Vehicular access would be taken from a new junction with Cemetery Road.

4.1.4 The proposed access road would be provided in accordance with the 6Cs Design Guide, as adopted by Nottinghamshire County Council, and with due regard for Manual for Streets.

4.1.5 Vehicular and pedestrian visibility splays from the site access into Cemetery Road, and from Cemetery Road into Nottingham Road, would be more than adequate for anticipated vehicle speeds and traffic conditions.

4.1.6 There is no evidence of any existing or historic road safety problems in the area that could be exacerbated by the proposed development.

4.1.7 The site is located within close proximity of local bus services, accessible from Nottingham Road Church Street and Hickings Lane, which provide a high frequency of service to/from Nottingham and Derby city centres as well as other local destinations. As a result, bus services are expected to provide an attractive travel option for development users.

4.1.8 There is also a wide range of local amenities within a comfortable walking distance of the site. As such, walking is likely to be an attractive mode of travel for residents of the proposed development.

4.1.9 A trip generation assessment has been undertaken using the TRICS database, which indicates that the proposed development would have minimal effect on traffic conditions on the highway network.

4.2 Overall Conclusion

4.2.1 It has been shown that satisfactory vehicular access to the development site can be achieved, and that the impact of the development on the local highway network would be negligible. The site would be highly accessible by sustainable travel modes, which are can be expected to provide the preferred means of travel for a significant proportion of residents and journey types.



Figures


N

SITE

TITLE

SITE LOCATION PLAN

DRAWN

AMPAUTHORISED

SMSCALE

N.T.S.DATE

24.07.14

PROJECT NO.

T14026DRAWING NO.

Figure 1REV.

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STATUS.

FOR INFORMATION

1. DO NOT SCALE FROM THIS PLAN. IF IN DOUBT CONTACT TRAVIS BAKER TRANSPORT PLANNING LIMITED.

2. ALL DIMENSIONS ARE IN METRES UNLESS OTHERWISE NOTED.

3. THIS PLANS IS TO BE READ IN CONJUNCTION WITH ALL OTHER RELEVANT DRAWINGS RELATING TO THIS PROJECT.

4. THIS PLAN IS FOR INFORMATION PURPOSES ONLY AND NOT INTENDED FOR USE AS A CONTRACTUAL OR CONSTRUCTION DRAWING.

5. ALL ASPECTS OF THIS PLAN SHOULD BE CONFIRMED PRIOR TO THE PREPERATION OF ANY CONTRACTUAL OR CONSTRUCTION DRAWINGS BASED UPON IT. ANY DISCREPANCIES SHOULD BE IMMEDIATELY NOTIFIED IN WRITING TO TRAVIS BAKER LIMITED.

6. THIS PLAN HAS BEEN PREPARED FOR THE EXCLUSIVE USE OF THE COMMISSIONING PARTY AND UNLESS AGREED IN WRITING BY TRAVIS BAKER TRANSPORT PLANNING LIMITED NO OTHER PARTY MAY USE OR RELY ON ITS CONTENTS. NO LIABILITY IS ACCEPTED BY TRAVIS BAKER LIMITED FOR ANY USE OF THIS DRAWING OTHER THAN FOR THE PURPOSE FOR WHICH IT WAS ORIGINALLY PREPARED.

7. IT SHOULD BE NOTED THAT THIS PLAN MAY INCLUDE DATA PROVIDED BY THIRD PARTIES. NO LIABILITY IS ACCEPTED BY TRAVIS BAKER TRANSPORT PLANNING LIMITED AS TO THE ACCURACY OF THIS DATA.

8. THIS DRAWING SHALL NOT BE REPRODUCED IN ANY WAY WITHOUT THE WRITTEN PERMISSION OF TRAVIS BAKER TRANSPORT LIMITED.

© TRAVIS BAKER TRANSPORT PLANNING LTD 2012- ALL RIGHTS RESERVED

Travis Baker The LandmarkTudor SquareWest BridgfordNottingham NG2 6BT

Tel: 0115 982 3240

[email protected]

REV DESCRIPTION DATE BY AUTH

CLIENT

IAN WALTON

PROJECT

Land at Moult's YardNottingham RoadStapleford

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KEY ROAD NAMES

SITE

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Figure 2REV.

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Tel: 0115 982 3240

[email protected]


PROJECT


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KEY:

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ACCIDENT SEVERITY

SLIGHT

SERIOUS

FATAL

CLIENT

IAN WALTON

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TITLE

LOCAL FACILITIES & BUS SERVICES PLAN

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SMSCALE

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PROJECT NO.

T14026DRAWING NO.

Figure 3REV.

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Tel: 0115 982 3240

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PROJECT


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IAN WALTON

E4

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Service No. i4TRENT BARTON

Service No. Club ClassTRENT BARTON

Service No. my15TRENT BARTON

Service No. 18TRENT BARTON



Service No. 510NCC

EDUCATION ● SHOPPING / RETAIL ● HEALTH / MEDICAL ● RECREATION / LEISURE ●E1. ST JOHN’S C OF E PRIMARY SCHOOL S1. STAPLEFORD MAIN SHOPPING AREA H1. STAPLEFORD HEALTH CENTRE R1. ALLOTMENTSE2. WADSWORTH FIELDS PRIMARY SCHOOL S2. POST OFFICE H2. JORDAN DENTAL R2. QUEEN ELIZABETH PARKE3. ALBANY JUNIOR SCHOOL S3: SAINSBURY’S LOCAL H3: LLOYDS PHARMACY R3. LIBRARYE4. GEORGE SPENCER ACADEMY

NEAREST BUS STOPS PUBLIC RIGHT OF WAY STAPLEFORD CENTRE

H1

E1

R1

SITE

E2

E3

H2

S2

R1

H3

S1S3




Drawings



APPENDIX A: PIA Information


2Total number of reports =

Concise Details Report

Total number of pages (including this page) = 2

Note: Where the age of a person is listed as "U/K yrs", this signifies that the age is unknown

Page 1 of 2

NOTTINGHAMSHIRE COUNTY COUNCIL

Nottingham Rd and area Stapleford Jan 2009 to Feb 2014 and those

processed since

Date: 02-July-2014

ROAD TRAFFIC INJURY COLLISION RECORDS - DISCLAIMER

These details are a record of the personal injury collisions reported to the Police. Every endeavour is

made to ensure the accuracy and completeness of these records, which have been transcribed from

the original Police Reports. The collision data is then entered and held on computer.

Occasions may arise when information from the Police, relevant to a particular collision, may not be

available for several months and will therefore not be included.

No liability can be accepted for errors or omissions.

Concise Details Report Time: 12:20

Date: 02-July-2014

Road(s) B5010 / U Map ref E 449195 N 337393

B5010 Nottingham Road , at its Junction with Unclassified Road Cemetery Road, Stapleford, NottinghamshireLocation

No.1

SERIOUS Speed limit

30mphWeather Fine

Road Surface DryDate 12/02/2011

Sat 12:20

Severity Street lighting

Daylight

2D030311Police ref:

Vehicle details Crash involved 1 vehicle

dir age1st hit sexveh hitmovementvehicle type

1 car going ahead other NE Ú SW female 0nearside yrs50

Casualty details Crash resulted in 1 casualty

class severity sex pedestrian directionVeh number age

SERIOUSpedestrian NWhit by veh 1 16female yrs

Road(s) B5010 / Map ref E 449360 N 337460

Nottingham Rd O/S 92 StaplefordLocation

No.2

SLIGHT Speed limit

30mphWeather Fine

Road Surface DryDate 02/06/2009

Tue 15:35

Severity Street lighting

Daylight

2D129909Police ref:

Vehicle details Crash involved 3 vehicles

dir age1st hit sexveh hitmovementvehicle type

1 bus or coach stopping E Ú W male 2back yrs41

2 m/cycle 50 - 125cc stopping E Ú W male 3back yrs28

3 m/cycle > 500cc stopping E Ú W male 2front yrs43

Casualty details Crash resulted in 2 casualties

class severity sex pedestrian directionVeh number age

SLIGHTdriver/rider Not a pedestrian28male yrsin veh 2

SLIGHTdriver/rider Not a pedestrian43male yrsin veh 3

Page 2 of 2Concise details


APPENDIX B: Development Layout Plan


NOTTINGHAM ROAD

CEM

ETRY RO

AD

existing trees removed

VISITORVISITOR

CarraraHouse

PROPOSED SITE LAYOUT

Aug 2013 1:200 @ A2

MY-13-01revE

IAN WALTONDESIGNERclient

project

drawing

drawing no

IAN WALTON BA(Hons)Int Des7 ALBEMARLE ROAD WOODTHORPE

NOTTINGHAM NG5 4FETEL 0115 9620909 FAX 0115 9620909

[email protected]

scale date

The Festival Inn Ltd



APPENDIX C: Car Parking Demand Calculations


Travis Baker Transport Planning Ltd

MOULT'S YARD, STAPLEFORD

TEMPRO FORECASTS - CAR OWNERSHIP GROWTH

From: 2001To: 2026 Assessment year

Area Description Area Name No Car 1 Car 2 Cars 3+ Cars Total CarsAuthority/ward Broxtowe 0.776 1.230 1.306 1.473 1.300Study Area GB 0.918 1.387 1.340 1.411 1.371

From: 2011 Census data yearTo: 2026 Assessment year

Area Description Area Name No Car 1 Car 2 Cars 3+ Cars Total CarsAuthority Broxtowe 0.924 1.098 1.167 1.254 1.152Study Area GB 1.005 1.178 1.189 1.232 1.192

SUMMARY Broxtowe GB Broxtowe GBHouseholds 1.158 1.250 1.094 1.145No Car 0.776 0.918 0.924 1.0051 Car 1.230 1.387 1.098 1.1782 Cars 1.306 1.340 1.167 1.1893+ Cars 1.473 1.411 1.254 1.232Total Cars 1.300 1.371 1.152 1.192

2001-2026 2011-2026

TS1-DCLG_01.xlsCreated: 22/08/2014 15:56 TEMPRO Page 1 of 6



Tenure - HouseholdsNo. Households Stapleford SE Broxtowe East Midlands England

Ward Borough Region CountryAll Households 2162 46820 1895604 22063368Owned; Owned Outright 781 17351 621224 6745584Owned; Owned with a Mortgage or Loan 781 16919 653441 7229440Shared Ownership (Part Owned and Part Rented) 5 168 12744 173760Social Rented; Rented from Council (Local Authority) 298 4192 192049 2079778Social Rented; Other 58 1026 108374 1823772Private Rented; Private Landlord or Letting Agency 184 5902 257017 3401675Private Rented; Other 27 692 25426 314249Living Rent Free 28 570 25329 295110

LastUpdated 30-Jan-13Source Office for National Statistics

Tenure Stapleford SE Broxtowe East Midlands EnglandOwned (excl shared ownership) 72% 73% 67% 63%Rented (non owner-occupier) 28% 27% 33% 37%

MAJORITY OF HOUSES IN LOCAL WARD ARE PRIVATELY-OWNED, THUS REASONABLY SIMILAR TO TENURE MIX OFPROPOSED DEVELOPMENT WHICH IS ALL PRIVATE HOUSING.

This material is Crown Copyright. Users are granted permission to reproduce Crown Copyright material provided that a Click-Use Licence has been obtained from HMSO. The Click-Use Licence can be obtained from http://www.clickanduse.hmso.gov.uk. When reproducing this material, the source should be acknowledged.

2011

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Cars or Vans (UV62) Mar-11 2011 Stapleford SE ward NCC "Residential Car Parking Research" NCC "Residential Car Parking Research"Households LA total - all residences Totals for owner-occupied houses 2001 Totals for non-owner-occupied houses 2001Count Local ward % No. Cars Broxtowe % No. Cars Broxtowe % No. CarsAll Households 2162 or Vans 33982 or Vans 6296 or VansNo car or van 513 23.7% 0 4634 13.6% 0 2846 45.2% 01 car or van 920 42.6% 920 16589 48.8% 16589 2656 42.2% 26562 cars or vans 582 26.9% 1164 10581 31.1% 21162 659 10.5% 13183 cars or vans 117 5.4% 351 1692 5.0% 5076 103 1.6% 3094 or more cars or vans 30 1.4% 120 486 1.4% 1944 32 0.5% 128Total cars or vans 2561CARS OF VANS PER HOUSEHOLD 1.18 100.0% 2555 100.0% 44771 100.0% 4411

1.18 1.32 0.70

APPLY TEMPRO GROWTH FACTORS 2026TO CAR OWNERSHIP

TEMPRO LA total TEMPRO Totals for owner-occupied houses TEMPRO Totals for non-owner-occupied housesEngland = factors for all English regions FACTOR Local ward No. Cars FACTOR Broxtowe No. Cars FACTOR Broxtowe No. CarsAll Households 1.094 2364 or Vans 1.094 37159 or Vans 1.094 6885 or VansNo car or van 0.924 474 0 0.924 4280 0 0.924 2629 01 car or van 1.098 1010 1010 1.098 18210 18210 1.098 2915 29152 cars or vans 1.167 679 1358 1.167 12347 24694 1.167 769 15383 cars or vans 1.254 147 440 1.254 2122 6365 1.254 129 3874 or more cars or vans 1.254 38 150 1.152 560 2240 1.152 37 147Total cars or vans 1.152 2951CARS OF VANS PER HOUSEHOLD 2959 51509 4988

1.25 1.39 0.72

DERIVATION OF ADJUSTMENT FACTORS

2001Affordable Housing ratio 16%Weighted cars/hh Broxtowe 1.22Ratio Local:National 0.9678

2026Affordable Housing ratio 16%Weighted cars/hh Broxtowe 1.28Ratio Local:National 0.9757

If the ratio of affordable housing (rented) were to change the effect on average car ownership can be estimated as follows:

2026Affordable Housing ratio 0% 30% 100%Weighted cars/hh Broxtowe 1.39 1.19 0.72Reduction factor 1.081 0.926 0.565Apply to Chellaston 1.352 1.159 0.707New Ratio Local:National 1.0543 0.9033 0.5511

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CAR PARKING DEMAND CALCULATIONS

Assessment in accordance with NCC's "Residential Car Parking Research for Nottinghamshire" (RCPRN), 2010.

1.0 STEP 1

1.1 Development location category is "Suburban"

1.2 Take average values for "Suburban" owner-occupied houses for 2026 from RCPRN Table 3 using valuesin the centre of the range, rounded to the nearest 0.1 space/dwelling.

Rooms 2026 average car ownership/dwelling Adjusted to Local for 2026 Based on 30%3 X X affordable housing4 1.0 0.9 (rented)5 1.2 1.16 1.3 1.27 1.7 1.58 1.9 1.7

2.0 STEP 2

2.1 Using the average car ownership levels derived above, use RCPRN Table 1 to find additional demand for unallocated parking arising from allocating up to 1 or 2 spaces per dwelling.

Rooms 2026 1 space 2 spaces3 X X X4 0.9 0.2 0.05 1.1 0.3 0.06 1.2 0.3 0.17 1.5 0.6 0.18 1.7 0.7 0.1

3.0 STEP 3

3.1 Combine results of Steps 1 and 2 to produce total demand for residents' parking.

Rooms 0 spaces 1 space 2 spaces3 X X X4 0.9 1.2 2.05 1.1 1.3 2.06 1.2 1.3 2.17 1.5 1.6 2.18 1.7 1.7 2.1

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4.0 STEP 4

4.1 Calculate proportion of total demand that is for unallocated parking

Rooms 0 spaces 1 space 2 spaces3 X X X4 100% 17% 0%5 100% 23% 0%6 100% 23% 5%7 100% 38% 5%8 100% 41% 5%

5.0 STEP 5

5.1 Where less than 50% of demand is for unallocated spaces, add 0.2 spaces for visitors.

Rooms 0 spaces 1 space 2 spaces3 X X X4 0.9 1.4 2.25 1.1 1.5 2.26 1.2 1.5 2.37 1.5 1.8 2.38 1.7 1.9 2.3

6.0 STEP 6

Assumed split of house sizes (number of bedrooms) is as follows.

Total number of dwellings 15 OK Assume total rooms =bedrooms + 1 kitchen + 1 reception

Rooms No. % 0 1 2 room (2 recep rooms for 3+ beds)3 0 0% X X X4 0 0% 0 0 05 0 0% 0 0 06 15 100% 18 23 357 0 0% 0 0 08 0 0% 0 0 0

TOTAL 15 100% 18 23 35Unallocated spaces 18 8 5Average spaces per dwelling 1.2 1.5 2.3

SPLIT OF DWELLING SIZES PROVISIONAL AND THE ABOVE FIGURES ARE PROVIDED FORILLUSTRATIVE PURPOSES ONLY.

Allocated spaces

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DWELLING MIX

Spaces Total per unit spaces

1 2 3 0 0% 1 02 2 4 0 0% 1 03 3 6 0 0% 1 04 3 7 15 100% 1 155 3 8 0 0% 1 06 3 9 0 0% 1 0

TOTAL - - 15 100% - 15

Mean parking provision = 1.0 spaces/unit

BEDS UNITSROOMSOther Rooms

CAR PARKING

% SPLIT

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APPENDIX D: Bus Timetable Information


Service 510

Stapleford

Attenborough

Chilwell Retail Park

Toton

Beeston

510

On-linewww.travelineeastmidlands.co.ukWe’ll help you plan your journey.

0871 200 22 33Speak to a Travel Advisor.Calls cost 10p per minute plus network extras.

Text Traveline to 84268 to receive a link to the mobile site.Scheduled bus times are shown if live times are not available. Normal data charges of your mobile operator apply.

Traveline-txtIf you can’t get mobile internet on your phone, text the bus stop code to 84268 and receive a text with the next buses from the stop.Your normal text message charge plus up to 25p for the reply.

eastmidlands

Information services from

Valid from 4 August 2014

D&

P/6

.14/

E&

R/0

000T 0300 500 80 80

W nottinghamshire.gov.uk/ nottsbusconnect

@NottsCC

facebook.com/nottinghamshire Transport and Travel Services, County Hall, West Bridgford, Nottingham NG2 7QP

Connecting your community

We know that your local bus services are important to you. To keep you moving we need to be able to deliver these services in a more efficient and effective way.

To help us develop proposals on new ways of doing this we asked you about the transport services in Nottinghamshire. You said you would like to see us:

•Maintainaccesstovitalservices.•Increaseuseofcommunitytransport.•Makemoreefficientuseofvehicles.

Based on what you told us we reviewed the local bus network and came up with some new proposals. We then asked you what you thought about our plans at a series of local roadshows and listened to your views.

We have kept and improved commuter routes because we know that they are important to provide access to employment, training and other essential services. We’ve also introduced a number of improvements to ensure local transport remains convenient, efficient and affordable.

•Newfeederroutesconnectingwithotherbusesandthetram.•CountyCouncilfleetvehicleswillprovidesomelocalservices

making more efficient use of our resources.•Allserviceswereputouttotendertoensurebestvaluefor

money.

These changes will come into effect on 4 August 2014. For more information visit nottinghamshire.gov.uk/nottsbusconnect

What’s on inNottinghamshire...There’s something for all the family to enjoy at:

•SherwoodForestCountryPark•RuffordAbbeyCountryPark•NationalWaterSportsCentre•60librariesacrossthecounty

Activities and events at Nottinghamshire Libraries

Rufford

Country Park

Sherwood Forest Country Park

FormoreinformationCall: 0300 500 80 80Visit: nottinghamshire.gov.uk/whatson

@NottsCC facebook.com/nottinghamshire

Monday to Saturday Operated by Nottinghamshire County Council

BeeSTOn Bus Station .... .... .... .... 0955 1055 1155 1255 1355 .... .... ....Attenborough, Long Lane, Ireton Grove 0645 0745 0845 .... 1000 1100 1200 1300 1400 1545 1645 1745Chilwell Olympia 0648 0748 0848 .... …. …. …. …. …. 1548 1648 1748Chilwell, Nottingham Road, Ranson Road 0650 0750 0850 .... 1005 1105 1205 1305 1405 1550 1650 1750Toton, Swiney Way, Chetwynd Barracks 0653 0753 0853 .... 1008 1108 1208 1308 1408 1553 1653 1753Toton, Carrfield Avenue, Inchwood Close 0657 0757 0857 .... 1012 1112 1212 1312 1412 1557 1657 1757Toton, Banks Road, Epsom Road 0659 0759 0859 .... 1014 1114 1214 1314 1414 1559 1659 1759Toton, Seaburn Road 0702 0802 0902 .... 1017 1117 1217 1317 1417 1602 1702 1802Toton, Woodstock Road Shops 0705 0805 0905 .... 1020 1120 1220 1320 1420 1605 1705 1805Toton Park and Ride 0707 0807 0907 .... 1022 1122 1222 1322 1422 1607 1707 1807Stapleford, New Eaton Road 0710 0810 0910 .... 1025 1125 1225 1325 1425 1610 1710 1810Stapleford, Cliff Hill Avenue .... .... .... .... 1030 1130 1230 1330 1430 .... .... ....StaplefordMemorialGarden 0713 0813 0913 .... .... .... .... .... .... 1613 1713 1813Stapleford, Chequers Inn arr. .... .... .... .... 1035 1135 1235 1335 1435 .... .... ....Stapleford, Chequers Inn dep. .... .... .... 0940 1040 1140 1240 1340 1440 .... .... ....Stapleford, Hickings Lane .... .... .... 0947 1047 1147 1247 1347 1447 .... .... ....Stapleford,MelbourneRoad,WashingtonDrive .... .... .... 0953 1053 1153 1253 1353 1453 .... .... ....STAplefOrd, Ewe Lamb Lane .... .... .... 0955 1055 1155 1255 1355 1455 .... .... ....

Beeston - Toton - Stapleford 510

Monday to Saturday Operated by Nottinghamshire County Council

STAplefOrd, Hickings Lane .... .... .... 0947 1047 1147 1247 1347 1447 .... .... ....Stapleford,MelbourneRoad,WashingtonDrive .... .... .... 0953 1053 1153 1253 1353 1453 .... .... ....Stapleford, Ewe Lamb Lane .... .... .... 0955 1055 1155 1255 1355 1455 .... .... ....Stapleford, Chequers Inn arr. .... .... .... 1000 1100 1200 1300 1400 1500 .... .... ....Stapleford, Chequers Inn dep .... .... .... 1008 1108 1208 1308 1408 1508 .... .... ....StaplefordMemorialGarden 0715 0815 0915 .... .... .... .... .... .... 1615 1715 1815Stapleford, Cliff Hill Avenue .... .... .... 1013 1113 1213 1313 1413 1513 .... .... ....Stapleford, New Eaton Road 0718 0818 0918 1018 1118 1218 1318 1418 1518 1618 1718 1818TOTOn Park and Ride 0721 0821 0921 1021 1121 1221 1321 1421 1521 1621 1721 1821Toton, Woodstock Road Shops 0723 0823 0923 1023 1123 1223 1323 1423 1523 1623 1723 RToton, Seaburn Road 0725 0825 0925 1025 1125 1225 1325 1425 1525 1625 1725 RToton, Banks Road, Epsom Road 0728 0828 0928 1028 1128 1228 1328 1428 1528 1628 1728 RToton, Carrfield Avenue, Inchwood Close 0730 0830 0930 1030 1130 1230 1330 1430 1530 1630 1730 RToton, Swiney Way, Chetwynd Barracks 0734 0834 0934 1034 1134 1234 1334 1434 1534 1634 1734 RChilwell, Nottingham Road, Barton Lane 0737 0837 0937 1037 1137 1237 1337 1437 1537 1637 1737 RAttenborough, Long Lane, Ireton Grove 0740 0840 0940 1040 1140 1240 1340 1440 1540 1640 1740 RBeeSTOn Bus Station .... .... 0947 1047 1147 1247 1347 1447 .... .... .... ....

Stapleford - Toton - Attenborough - Beeston 510

Deliciousmeals

•hot, oven cooked food,•fresh, locally sourced

ingredients,•extended care and support from

friendly professional drivers.

For more information about our hot and frozen meal service

01623 490 015www.countyenterprisefoods.co.uk

Contact: Nottinghamshire County Council 0115 969 4390

nottscc.gov.uk/sharedlives

Helping people to lead fulfilling and active lives

Could you be a Shared Lives Carer?


APPENDIX E: TRICS data


TRICS 7.1.1 120714 B16.46 (C) 2014 JMP Consultants Ltd on behalf of the TRICS Consortium Friday 25/07/14

Page 1

TRAVIS BAKER TRANSPORT PLANNING THE LANDMARK, TUDOR SQUARE, WEST BRIDGFORD, NOTTINGHAM NG2 6BTLicence No: 549501

TRIP RATE CALCULATION SELECTION PARAMETERS:

Land Use : 03 - RESIDENTIALCategory : A - HOUSES PRIVATELY OWNEDVEHICLES

Selected regions and areas:

02 SOUTH EAST

ES EAST SUSSEX 1 daysEX ESSEX 1 days

03 SOUTH WEST

CW CORNWALL 2 daysDC DORSET 1 daysWL WILTSHIRE 1 days

04 EAST ANGLIA

NF NORFOLK 2 daysSF SUFFOLK 4 days

05 EAST MIDLANDS

DS DERBYSHIRE 1 daysLE LEICESTERSHIRE 1 daysLN LINCOLNSHIRE 3 daysNT NOTTINGHAMSHIRE 1 days

06 WEST MIDLANDS

SH SHROPSHIRE 2 daysST STAFFORDSHIRE 1 daysWK WARWICKSHIRE 1 daysWM WEST MIDLANDS 3 daysWO WORCESTERSHIRE 4 days

07 YORKSHIRE & NORTH LINCOLNSHIRE

NY NORTH YORKSHIRE 4 days08 NORTH WEST

CH CHESHIRE 4 daysGM GREATER MANCHESTER 1 daysMS MERSEYSIDE 2 days

09 NORTH

CB CUMBRIA 2 daysTV TEES VALLEY 1 daysTW TYNE & WEAR 1 days

10 WALES

CF CARDIFF 2 daysCP CAERPHILLY 1 days

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


Page 2


Filtering Stage 2 selection:

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

are included in the trip rate calculation.

Parameter: Number of dwellingsActual Range: 6 to 372 (units: )Range Selected by User: 6 to 100 (units: )

Public Transport Provision:Selection by: Include all surveys

Date Range: 01/01/05 to 24/07/14

This data displays the range of survey dates selected. Only surveys that were conducted within this date range are

included in the trip rate calculation.

Selected survey days:

Monday 9 daysTuesday 14 daysWednesday 6 daysThursday 9 daysFriday 9 days

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

Selected survey types:

Manual count 47 daysDirectional 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) 25Edge of Town 20Neighbourhood Centre (PPS6 Local Centre) 2

This data displays the number of surveys per main location category within the selected set. The main location categories

consist of Free Standing, Edge of Town, Suburban Area, Neighbourhood Centre, Edge of Town Centre, Town Centre and

Not Known.

Selected Location Sub Categories:

Residential Zone 36Out of Town 1No Sub Category 10

This data displays the number of surveys per location sub-category within the selected set. The location sub-categories

consist of Commercial Zone, Industrial Zone, Development Zone, Residential Zone, Retail Zone, Built-Up Zone, Village, Out

of Town, High Street and No Sub Category.

Filtering Stage 3 selection:

Use Class:

C 3 47 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®.


Page 3


Filtering Stage 3 selection (Cont.):

Population within 1 mile:

1,001 to 5,000 4 days5,001 to 10,000 9 days10,001 to 15,000 8 days15,001 to 20,000 14 days20,001 to 25,000 6 days25,001 to 50,000 6 days

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

Population within 5 miles:

5,001 to 25,000 5 days25,001 to 50,000 5 days50,001 to 75,000 2 days75,001 to 100,000 9 days100,001 to 125,000 8 days125,001 to 250,000 8 days250,001 to 500,000 9 days500,001 or More 1 days

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

Car ownership within 5 miles:

0.5 or Less 1 days0.6 to 1.0 20 days1.1 to 1.5 26 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 1 daysNo 46 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.


Page 4


LIST OF SITES relevant to selection parameters

1 CB-03-A-03 SEMI DETACHED CUMBRIA

HAWKSHEAD AVENUE

WORKINGTONEdge of TownResidential ZoneTotal Number of dwellings: 4 0

Survey date: THURSDAY 20/11/08 Survey Type: MANUAL

2 CB-03-A-04 SEMI DETACHED CUMBRIA

MOORCLOSE ROADSALTERBACKWORKINGTONEdge of TownNo Sub CategoryTotal Number of dwellings: 8 2

Survey date: FRIDAY 24/04/09 Survey Type: MANUAL

3 CF-03-A-02 MIXED HOUSES CARDIFF

DROPE ROAD

CARDIFFEdge of TownResidential ZoneTotal Number of dwellings: 1 9 6


4 CF-03-A-03 DETACHED CARDIFF

LLANTRISANT ROAD

CARDIFFSuburban Area (PPS6 Out of Centre)Residential ZoneTotal Number of dwellings: 2 9

Survey date: MONDAY 08/10/07 Survey Type: MANUAL

5 CH-03-A-02 HOUSES/FLATS CHESHIRE

SYDNEY ROAD

CREWEEdge of TownResidential ZoneTotal Number of dwellings: 1 7 4

Survey date: TUESDAY 14/10/08 Survey Type: MANUAL

6 CH-03-A-05 DETACHED CHESHIRE

SYDNEY ROADSYDNEYCREWEEdge of TownResidential ZoneTotal Number of dwellings: 1 7


7 CH-03-A-06 SEMI-DET./BUNGALOWS CHESHIRE

CREWE ROAD

CREWESuburban Area (PPS6 Out of Centre)No Sub CategoryTotal Number of dwellings: 1 2 9



Page 5


LIST OF SITES relevant to selection parameters (Cont.)

8 CH-03-A-08 DETACHED CHESHIRE

WHITCHURCH ROADBOUGHTON HEATHCHESTERSuburban Area (PPS6 Out of Centre)Residential ZoneTotal Number of dwellings: 1 1


9 CP-03-A-02 SEMI DETACHED CAERPHILLY

THE RISE

PENGAMSuburban Area (PPS6 Out of Centre)No Sub CategoryTotal Number of dwellings: 4 1


10 CW-03-A-01 TERRACED CORNWALL

ALVERTON ROAD

PENZANCESuburban Area (PPS6 Out of Centre)Residential ZoneTotal Number of dwellings: 1 3


11 CW-03-A-02 SEMI D./DETATCHED CORNWALL

BOSVEAN GARDENS

TRUROSuburban Area (PPS6 Out of Centre)Residential ZoneTotal Number of dwellings: 7 3


12 DC-03-A-01 DETACHED DORSET

ISAACS CLOSE

POOLESuburban Area (PPS6 Out of Centre)Residential ZoneTotal Number of dwellings: 5 1

Survey date: WEDNESDAY 16/07/08 Survey Type: MANUAL

13 DS-03-A-01 SEMI D./TERRACED DERBYSHIRE

THE AVENUEHOLMESDALEDRONFIELDNeighbourhood Centre (PPS6 Local Centre)Residential ZoneTotal Number of dwellings: 2 0


14 ES-03-A-02 PRIVATE HOUSING EAST SUSSEX

SOUTH COAST ROAD

PEACEHAVENEdge of TownResidential ZoneTotal Number of dwellings: 3 7



Page 6



15 EX-03-A-01 SEMI-DET. ESSEX

MILTON ROADCORRINGHAMSTANFORD-LE-HOPEEdge of TownResidential ZoneTotal Number of dwellings: 2 3 7


16 GM-03-A-10 DETACHED/SEMI GREATER MANCHESTER

BUTT HILL DRIVEP R E S T W I C H MANCHESTEREdge of TownResidential ZoneTotal Number of dwellings: 2 9


17 LE-03-A-01 DETACHED LEICESTERSHIRE

REDWOOD AVENUE

MELTON MOWBRAYEdge of TownResidential ZoneTotal Number of dwellings: 1 1


18 LN-03-A-01 MIXED HOUSES LINCOLNSHIRE

BRANT ROADBRACEBRIDGELINCOLNEdge of TownResidential ZoneTotal Number of dwellings: 1 5 0


19 LN-03-A-02 MIXED HOUSES LINCOLNSHIRE

HYKEHAM ROAD

LINCOLNSuburban Area (PPS6 Out of Centre)Residential ZoneTotal Number of dwellings: 1 8 6


20 LN-03-A-03 SEMI DETACHED LINCOLNSHIRE

ROOKERY LANEBOULTHAMLINCOLNSuburban Area (PPS6 Out of Centre)Residential ZoneTotal Number of dwellings: 2 2


21 MS-03-A-01 TERRACED MERSEYSIDE

PALACE FIELDS AVENUE

RUNCORNNeighbourhood Centre (PPS6 Local Centre)Residential ZoneTotal Number of dwellings: 3 7 2



Page 7



22 MS-03-A-03 DETACHED MERSEYSIDE

BEMPTON ROADOTTERSPOOLLIVERPOOLSuburban Area (PPS6 Out of Centre)Residential ZoneTotal Number of dwellings: 1 5


23 NF-03-A-01 SEMI DET. & BUNGALOWS NORFOLK

YARMOUTH ROAD

CAISTER-ON-SEASuburban Area (PPS6 Out of Centre)Residential ZoneTotal Number of dwellings: 2 7


24 NF-03-A-02 HOUSES & FLATS NORFOLK

DEREHAM ROAD

NORWICHSuburban Area (PPS6 Out of Centre)Residential ZoneTotal Number of dwellings: 9 8


25 NT-03-A-03 SEMI DETACHED NOTTINGHAMSHIRE

B6018 SUTTON ROAD

KIRKBY-IN-ASHFIELDEdge of TownResidential ZoneTotal Number of dwellings: 1 6 6


26 NY-03-A-01 MIXED HOUSES NORTH YORKSHIRE

GRAMMAR SCHOOL LANE

NORTHALLERTONSuburban Area (PPS6 Out of Centre)Residential ZoneTotal Number of dwellings: 5 2


27 NY-03-A-05 HOUSES AND FLATS NORTH YORKSHIRE

BOROUGHBRIDGE ROAD

RIPONEdge of TownNo Sub CategoryTotal Number of dwellings: 7 1


28 NY-03-A-06 BUNGALOWS & SEMI DET. NORTH YORKSHIRE

HORSEFAIR

BOROUGHBRIDGESuburban Area (PPS6 Out of Centre)Residential ZoneTotal Number of dwellings: 1 1 5


29 NY-03-A-07 DETACHED & SEMI DET. NORTH YORKSHIRE

CRAVEN WAY

BOROUGHBRIDGEEdge of TownNo Sub CategoryTotal Number of dwellings: 2 3



Page 8



30 SF-03-A-01 SEMI DETACHED SUFFOLK

A1156 FELIXSTOWE ROADRACECOURSEIPSWICHSuburban Area (PPS6 Out of Centre)Residential ZoneTotal Number of dwellings: 7 7


31 SF-03-A-02 SEMI DET./TERRACED SUFFOLK

STOKE PARK DRIVEMAIDENHALLIPSWICHEdge of TownResidential ZoneTotal Number of dwellings: 2 3 0


32 SF-03-A-03 MIXED HOUSES SUFFOLK

BARTON HILLFORNHAM ST MARTINBURY ST EDMUNDSEdge of TownOut of TownTotal Number of dwellings: 1 0 1


33 SF-03-A-04 DETACHED & BUNGALOWS SUFFOLK

NORMANSTON DRIVE

LOWESTOFTSuburban Area (PPS6 Out of Centre)Residential ZoneTotal Number of dwellings: 7


34 SH-03-A-03 DETATCHED SHROPSHIRE

SOMERBY DRIVEBICTON HEATHSHREWSBURYEdge of TownNo Sub CategoryTotal Number of dwellings: 1 0


35 SH-03-A-04 TERRACED SHROPSHIRE

ST MICHAEL'S STREET

SHREWSBURYSuburban Area (PPS6 Out of Centre)No Sub CategoryTotal Number of dwellings: 1 0 8


36 ST-03-A-05 TERRACED & DETACHED STAFFORDSHIRE

WATERMEET GROVEETRURIASTOKE-ON-TRENTSuburban Area (PPS6 Out of Centre)Residential ZoneTotal Number of dwellings: 1 4



Page 9



37 TV-03-A-01 HOUSES & FLATS TEES VALLEY

POWLETT ROAD

HARTLEPOOLSuburban Area (PPS6 Out of Centre)No Sub CategoryTotal Number of dwellings: 2 2 5


38 TW-03-A-02 SEMI-DETACHED TYNE & WEAR

WEST PARK ROAD

GATESHEADSuburban Area (PPS6 Out of Centre)Residential ZoneTotal Number of dwellings: 1 6


39 WK-03-A-01 TERRACED/SEMI/DET. WARWICKSHIRE

ARLINGTON AVENUE

LEAMINGTON SPASuburban Area (PPS6 Out of Centre)Residential ZoneTotal Number of dwellings: 6


40 WL-03-A-01 SEMI D./TERRACED W. BASSETT WILTSHIRE

MAPLE DRIVE

WOOTTON BASSETTEdge of TownResidential ZoneTotal Number of dwellings: 9 9


41 WM-03-A-01 TERRACED WEST MIDLANDS

FOLESHILL ROADFOLESHILLCOVENTRYSuburban Area (PPS6 Out of Centre)Residential ZoneTotal Number of dwellings: 7 9


42 WM-03-A-02 DETACHED & SEMI DET. WEST MIDLANDS

HEATH STREET

STOURBRIDGESuburban Area (PPS6 Out of Centre)Residential ZoneTotal Number of dwellings: 1 2


43 WM-03-A-03 MIXED HOUSING WEST MIDLANDS

BASELEY WAYROWLEYS GREENCOVENTRYEdge of TownResidential ZoneTotal Number of dwellings: 8 4



Page 10



44 WO-03-A-01 DETACHED WORCESTERSHIRE

MARLBOROUGH AVENUEASTON FIELDSBROMSGROVESuburban Area (PPS6 Out of Centre)Residential ZoneTotal Number of dwellings: 1 0


45 WO-03-A-02 SEMI DETACHED WORCESTERSHIRE

MEADOWHILL ROAD

REDDITCHEdge of TownNo Sub CategoryTotal Number of dwellings: 4 8


46 WO-03-A-03 DETACHED WORCESTERSHIRE

BLAKEBROOKBLAKEBROOKKIDDERMINSTERSuburban Area (PPS6 Out of Centre)Residential ZoneTotal Number of dwellings: 1 3 8


47 WO-03-A-06 DET./TERRACED WORCESTERSHIRE

ST GODWALDS ROADASTON FIELDSBROMSGROVEEdge of TownNo Sub CategoryTotal Number of dwellings: 2 3 2


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.

MANUALLY DESELECTED SITES

Site Ref Reason for DeselectionLC-03-A-22 No bungalows present on this site


Page 11


TRIP RATE for Land Use 03 - RESIDENTIAL/A - HOUSES PRIVATELY OWNEDVEHICLES

Calculation factor: 1 DWELLS

BOLD print indicates peak (busiest) period

ARRIVALS DEPARTURES TOTALSNo. Ave. Trip No. Ave. Trip No. Ave. Trip

Time Range Days DWELLS Rate Days DWELLS Rate Days DWELLS Rate00:00 - 01:0001:00 - 02:0002:00 - 03:0003:00 - 04:0004:00 - 05:0005:00 - 06:0006:00 - 07:00

47 85 0.075 47 85 0.284 47 85 0.35907:00 - 08:0047 85 0.149 47 85 0.408 47 85 0.55708:00 - 09:0047 85 0.163 47 85 0.209 47 85 0.37209:00 - 10:0047 85 0.149 47 85 0.185 47 85 0.33410:00 - 11:0047 85 0.178 47 85 0.179 47 85 0.35711:00 - 12:0047 85 0.192 47 85 0.173 47 85 0.36512:00 - 13:0047 85 0.178 47 85 0.169 47 85 0.34713:00 - 14:0047 85 0.188 47 85 0.195 47 85 0.38314:00 - 15:0047 85 0.290 47 85 0.207 47 85 0.49715:00 - 16:0047 85 0.322 47 85 0.200 47 85 0.52216:00 - 17:0047 85 0.388 47 85 0.229 47 85 0.61717:00 - 18:0047 85 0.271 47 85 0.211 47 85 0.48218:00 - 19:00

19:00 - 20:0020:00 - 21:0021:00 - 22:0022:00 - 23:0023:00 - 24:00

Total Rates: 2.543 2.649 5.192

This section displays the trip rate results based on the selected set of surveys and the selected count type (shown just

above the table). It is split by three main columns, representing arrivals trips, departures trips, and total trips (arrivals plus

departures). Within each of these main columns are three sub-columns. These display the number of survey days where

count data is included (per time period), the average value of the selected trip rate calculation parameter (per time

period), and the trip rate result (per time period). Total trip rates (the sum of the column) are also displayed at the foot of

the table.

To obtain a trip rate, the average (mean) trip rate parameter value (TRP) is first calculated for all selected survey days

that have count data available for the stated time period. The average (mean) number of arrivals, departures or totals

(whichever applies) is also calculated (COUNT) for all selected survey days that have count data available for the stated

time period. Then, the average count is divided by the average trip rate parameter value, and multiplied by the stated

calculation factor (shown just above the table and abbreviated here as FACT). So, the method is: COUNT/TRP*FACT. Trip

rates are then rounded to 3 decimal places.

Parameter summary

Trip rate parameter range selected: 6 - 372 (units: )Survey date date range: 01/01/05 - 24/07/14Number of weekdays (Monday-Friday): 47Number of Saturdays: 0Number of Sundays: 0Surveys manually removed from selection: 2

This section displays a quick summary of some of the data filtering selections made by the TRICS® user. The trip rate

calculation parameter range of all selected surveys is displayed first, followed by the range of minimum and maximum

survey dates selected by the user. Then, the total number of selected weekdays and weekend days in the selected set of

surveys are show. Finally, the number of survey days that have been manually removed from the selected set outside of

the standard filtering procedure are displayed.

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