Derbyshire County Council North Local Development Frameworks: High Peak and Stage 2: Traffic Impacts of Proposed Development

Draft June 2010

North Derbyshire Local Development Frameworks Stage 2: Traffic Impacts of Proposed Development

Revision Schedule

D r a f t Draft June 2010

Rev Date Details Prepared by Reviewed by Approved by

01 June 10 Draft Daniel Godfrey Kevin Smith Kevin Smith Senior Transport Planner Associate Associate

Scott Wilson Dimple Road Business Centre Dimple Road

This document has been prepared in accordance with the scope of Scott Wilson's MATLOCK appointment with its client and is subject to the terms of that appointment. It is addressed Derbyshire to and for the sole and confidential use and reliance of Scott Wilson's client. Scott Wilson accepts no liability for any use of this document other than by its client and only for the DE4 3JX purposes for which it was prepared and provided. No person other than the client may copy (in whole or in part) use or rely on the contents of this document, without the prior written permission of the Company Secretary of Scott Wilson Ltd. Any advice, opinions, Tel: 01246 218 300 or recommendations within this document should be read and relied upon only in the context of the document as a whole. The contents of this document do not provide legal Fax : 01246 218 301 or tax advice or opinion.

© Scott Wilson Ltd 2010 www.scottwilson.com

North Derbyshire Local Development Frameworks Stage 2: Traffic Impacts of Proposed Development

Table of Contents

1 Introduction...... 1 1.1 The Local Development Framework Process...... 1 1.2 Study Area...... 2 1.3 Transport Implications of Proposed Developments within the LDF...... 3 1.4 Methodology...... 4 2 Chesterfield Test Option...... 7 3 Results ...... 9 3.1 Overview ...... 9 3.2 Link Traffic Growth ...... 9 3.3 Link Stress...... 16 3.4 Impacts on other Modes...... 22 4 Discussion and Potential Mitigation...... 23 4.1 Overview ...... 23 4.2 Potential Schemes and Strategy ...... 24 4.3 Further Work and Funding ...... 25 5 Summary and Conclusions...... 26

Appendices

Appendix A - DIAMOND Zone and Network Diagrams Appendix B - High Peak and Derbyshire Dales Test Option Appendix C - Derbyshire Bus Map

North Derbyshire Local Development Frameworks Stage 2: Traffic Impacts of Proposed Development

1 Introduction

1.1 The Local Development Framework Process

1.1.1 Under the Planning and Compulsory Purchase Act (2004), Local Development Frameworks (LDFs) will replace the existing system of Local, Structure and Unitary Plans. Within Derbyshire, the preparation of several LDFs is currently ongoing. This work is led by the District and Borough Councils with inputs from stakeholders (such as Derbyshire County Council, DCC, the local highway authority).

1.1.2 Unlike Local Plans, an LDF does not comprise a single planning document but rather consists of a portfolio of documents based around a Core Strategy and subsequently covering issues such as Housing, Employment and Retail.

1.1.3 All development plan documents prepared under the LDF will be subject to ‘Examination in Public’ and would need to pass a test of ‘soundness’. As such, a wide-ranging evidence base is being prepared to support each LDF.

1.1.4 DCC has been asked for comments and analysis that would support the Core Strategies for the following areas in Derbyshire;

• , • Chesterfield, • , • High Peak and Derbyshire Dales1.

1.1.5 As DCCs current framework partner, Scott Wilson Ltd has been commissioned to collate the relevant information that currently exists and to provide additional analysis where it is required. Following a meeting in late 2009, involving officers from the above District / Boroughs, it was determined that information is required in two broad stages;

• Broad comments on each of the District / Borough’s Stage 1 development options to inform a set of Preferred Options,

• Traffic impact tests of the Preferred Options for each District individually, • A test looking at the Preferred Options for each District in Stage 2 tandem and cumulatively, • Identification of a package of potential transport / highway related mitigation.

1 High Peak and Derbyshire Dales are preparing a joint Core Strategy

D128498 (Stage 2 – High Peak and Derbyshire Dales) June 2010 1 North Derbyshire Local Development Frameworks Stage 2: Traffic Impacts of Proposed Development

1.1.6 The work outlined in Stage 1, above, is contained within separate documents; one for the area comprising Chesterfield, Bolsover, and North East Derbyshire; and one for the area comprising the Derbyshire Dales and the High Peak.

1.1.7 The focus of this report (Stage 2) is to quantify the likely traffic impacts of the proposed LDF developments and give a broad indication of the mitigation schemes likely to be required to deliver the growth envisioned. This work is based on a particular option test for the High Peak and Derbyshire Dales, which is outlined in Section 2.

1.1.8 This report also includes consideration of development proposed outside of north-Derbyshire (i.e. within bordering authorities). As such, to gauge the transport impacts of the proposed LDF in High Peak and Derbyshire Dales consideration should be given to the findings of;

• The Stage 1 report which sets out the strategic impacts of the proposed development, • The Stage 2 (Singular) report, which sets out the traffic impacts of that development proposed in Derbyshire Dales, • The Stage 2 (Cumulative) report, which sets out the traffic impacts of that development proposed in Derbyshire Dales, High Peak and neighbouring authorities, together.

1.1.9 As is suggested above, this document would also need to be read alongside other, non- transport evidence when judging the full range of issues posed by any future development aspirations within the LDF.

1.2 Study Area

1.2.1 The study area is shown within Figure 1, overleaf. This area is wider than the High Peak & Derbyshire Dales administrative area, and also includes Chesterfield; which shares some of the same local highway network.

D128498 (Stage 2 – High Peak and Derbyshire Dales) June 2010 2

North Derbyshire Local Development Frameworks Stage 2: Traffic Impacts of Proposed Development

1.3 Transport Implications of Proposed Developments within the LDF

1.3.1 Both in terms of planning policy and the actual planning application process, there are several planning gateways through which prospective developments must pass before actual construction work gets underway.

1.3.2 The level of assessment required at these gateways varies. For a planning application (either outline or detailed), a formal Transport Assessment is usually submitted for developments above a certain threshold. Such a document sets out how the site will be accessed by all transport modes and what the impacts of the development’s traffic would be on the wider highway network; both in terms of network capacity and road safety. The format and content of a Transport Assessment are governed by the Department for Transport’s (DfT) Guidance on Transport Assessment (GTA, DfT, March 2007).

1.3.3 The GTA focuses on three aspects;

• Encouraging Environmental Sustainability, • Managing the Existing Network, • Mitigating Residual Impacts.

1.3.4 Importantly, a Transport Assessment is written to support a specific development scenario for which issues such as development location, size and access have been determined. For the LDF development scenarios, these aspects are not yet fixed. As such, the Stage 1 report assessed the potential for Encouraging Environmental Sustainability based on general development locations, whereas the Stage 2 report considers what may be described as a ‘test’ option to consider Managing the Existing Network and the potential for Mitigating Residual Impacts.

D128498 (Stage 2 – High Peak and Derbyshire Dales) June 2010 3 North Derbyshire Local Development Frameworks Stage 2: Traffic Impacts of Proposed Development

1.4 Methodology

1.4.1 The impact of the potential LDF development is of concern to two highway authorities; Derbyshire County Council (who are responsible for the local road network) and the Highways Agency (who are responsible for the trunk road, including motorway, network).

1.4.2 In order to assess the impacts of LDF development on the trunk road network, the Highways Agency have developed an analysis tool called DIAMOND (Development Impact Assessment Model of Network Demand).

1.4.3 DIAMOND is a strategic tool that uses traffic flow input to provide base year flows and stress levels (volume / capacity ratio) for links on the network. DIAMOND also assigns and distributes projected development trips onto the highway network in order to give future year stress and flow levels. Such flows incorporate background traffic growth. It has been used to analyse the strategic highway network across the UK; and its East variant has been used in this analysis. Importantly, the DIAMOND software is detailed to the ‘B’ road level and, as such, is also suitable to assess the local road network.

1.4.4 This tool is based on industry-standard processes and is described in detail, below;

1.4.5 DIAMOND estimates the number of trips that could be generated by a development by using the Trip Rate Information Computer System (TRICS). This is a database of surveys covering a variety of land-use types across the UK. For this analysis, weekend survey results and foreign and Greater survey results have been excluded, which is standard practice.

1.4.6 DIAMOND performs the distribution of development trips onto the highway network by predicting the origins and destinations of those trips that the development generates. Trips to and from a development are calculated with respect to the population size of each zone and the distance between zones. Higher populations for example will attract / generate more trips to / from them. The greater the distance between zones, however, the lower the proportion of trips that will be attracted to / from them. This is a standard (Gravity Model) approach to estimating trip distribution. Journey to Work (JTW) 2001 Census data is used to calibrate this model.

1.4.7 With the trip distribution defined, the DIAMOND model then predicts the routes that these trips will take through the highway network. This is performed by the assignment model that operates over a number of iterations to calculate the route, or collection of routes, that drivers may take in light of the traffic conditions;

In the first iteration, the model assumes all development journeys are made across the network using the fastest route under free-flow conditions. The link flows are then updated. In the second iteration, the model calculates the reduction in speed on the links as a result of the additional traffic. This relationship is given by speed/flow curves that differ by road type. The model then calculates a set of new fastest routes for all development trip movements and assigns a certain proportion of trips onto new faster routes. The algorithm continues iterating in this way until there is a negligible benefit for any vehicles to re-route.

D128498 (Stage 2 – High Peak and Derbyshire Dales) June 2010 4 North Derbyshire Local Development Frameworks Stage 2: Traffic Impacts of Proposed Development

1.4.8 Importantly, only the development trips are assigned in this way. In terms of the base flow (in this case taken as being the flow on the network as recorded / estimated in 2008) DIAMOND does recognise that the flow on the network now may not be the same as the flow that is experienced in future (i.e. it is recognised that background traffic growth occurs). As such, DIAMOND uses TEMPRO factors to calculate future traffic flows from base flows. However, this future year base traffic is not responsive to increasing congestion on the network (i.e. trips will not re-assign to other routes in the face of increasing journey times).

1.4.9 Notwithstanding the above, and as with any traffic model, the DIAMOND tool is underpinned by a number of assumptions, which include:

• Zones: Trips are loaded on a zone basis, rather than at specific development loading points. The zones are comparable to Census Output Areas. A Zoning Map is provided at Appendix A. • Base year conditions: where no base year flows are available, flows are derived from average count values by road type in that area. • Background growth: Growth is based on TEMPRO district level economic growth (no increase in households or employment). • Trip Generation: Trip generation is based on user defined trip rates. RSS trips are based on RSS, LDF and Core Strategy information. • Trip Distribution: The model uses Census 2001 to distribute traffic. It is assumed that workplace population and RSS employment growth are representative of trip attraction levels. It is also assumed that RSS housing growth and economic activity are representative of trip generation levels. The model assumes that route choice is limited to a modelled network of motorway, A and B and selected ‘C’ roads. • Trip assignment: It is acknowledged that some drivers will use alternative routes given certain levels of congestion. It is assumed that all development traffic from one zone loads via its nearest zone onto the network. • General: The AM peak is assumed to be 0800 – 0900hrs and the PM peak 1700 – 1800hrs.

1.4.10 The above assumptions mean that the following limitations of using the DIAMOND model should be noted:

• Mode choice is not explicitly modelled but mode shift impacts can be manually included; • All trips are assumed to be independent when assessing collections of nearby individual developments (i.e. trip generation from one site will not be attracted to another new site). This ensures a worst-case scenario, in terms of network conditions, is considered; • Junctions are not explicitly modelled; • Infrastructure improvements can be tested, however, their impact on the base year traffic flows on neighbouring links is not re-assigned; • Detailed localised assessments are limited by the density of the model zones and the highway network coverage;

D128498 (Stage 2 – High Peak and Derbyshire Dales) June 2010 5 North Derbyshire Local Development Frameworks Stage 2: Traffic Impacts of Proposed Development

• All development trips are assigned to the highway network on top of the existing fixed base year traffic flows; • Since the base model consists of fixed link flows, the majority of which are observed, a traditional model validation is not required. • Trip suppression / induction caused by changes in future year traffic conditions is not taken into account.

1.4.11 For this stage of assessment, the above assumptions and limitations are not unusual and, as such, they are noted for clarity and information only. The above does mean, however, that the strategic nature of the tool means that it is not as detailed a model as a SATURN or micro- simulation model which would be required to test large infrastructure improvements that could affect the assignment of background traffic.

1.4.12 For the avoidance of doubt, the modelling work undertaken using DIAMOND has been conducted by Aecom, consultants to the Highways Agency; in liaison with Derbyshire County Council and its framework partner, Scott Wilson Ltd.

1.4.13 A DIAMOND network diagram and zone map are provided at Appendix A.

D128498 (Stage 2 – High Peak and Derbyshire Dales) June 2010 6 North Derbyshire Local Development Frameworks Stage 2: Traffic Impacts of Proposed Development

2 High Peak & Derbyshire Dales Test Option

2.1.1 To inform the DIAMOND model, Derbyshire Dales District and High Peak Borough Councils provided a ‘test’ option based on its Core Strategy Issues and Options Consultation. As well as the proposed LDF development, this included details of all committed developments (i.e. those with planning permissions that could be enacted after 2010) as well as those developments that had been constructed during the period 2008 (the DIAMOND model base year) and 2010 (the year of reporting).

2.1.2 The ‘test’ option is summarised in Appendix B. However, Table 2.1 summarises the number of vehicle journeys that could be generated by those developments identified in Appendix B, and reports these by the zones to / from which these are loaded onto the network.

Zone Sum of 2026 Sum of 2026 Location Number Generation Attraction 45 (East) 47 17 89 North of A628 375 114 97 Little Cubley 1 2 153 10 29 154 North of Hatton 7 20 155 Ward 7 20 157 (South) 49 20 158 Chapel en le Frith (South) 75 215 183 Bridge area 849 428 184 Hayfield 37 107 186 Ashbourne (North) 12 36 235 Buxton (West) 523 659 238 (East) 150 256 304 Buxton (Central) 337 354 307 Glossop (Central) 204 247 373 Buxton (North) 68 196 390 Matlock (North) 69 200 408 Matlock (South) 664 226 409 550 249 415 Ashbourne (Central) 83 238 418 Hadfield 248 269 530 (External) 2 5 Total - 4,367 3,907 Table 2.1: Trips loaded into the model by Zone

2.1.3 As can be seen from the above, most trips are loaded into Zones 183, 235, 304, 408, 409.

2.1.4 However, not all the trips identified in Table 2.1 are loaded into the DIAMOND highway network. This is due to the zonal structure of the model and the assumption that some trips are

D128498 (Stage 2 – High Peak and Derbyshire Dales) June 2010 7 North Derbyshire Local Development Frameworks Stage 2: Traffic Impacts of Proposed Development

wholly contained within these zones. The proportions of such intra-zonal trips are provided in Table 2.2. The implication of this is discussed in more detail in Section 3.

Zone Intra Zonal Intra Zonal Location District Number Attraction Generation 45 Buxton (East) High 15% 10% 89 North of A628 High Peak District 9% 27% Derbyshire Dales 97 Little Cubley 12% 29% District Derbyshire Dales 153 Brailsford 15% 23% District 154 North of Hatton 16% 15% District 155 District 15% 15% Derbyshire Dales 157 Bakewell (South) 32% 28% District Chapel en le Frith 158 High Peak District 9% 18% (South) 183 High Peak District 30% 43% 184 Hayfield High Peak District 11% 39% Ashbourne Derbyshire Dales 186 23% 24% (North) District 235 Buxton (West) High Peak District 21% 30% 238 Glossop (East) High Peak District 11% 41% 304 Buxton (Central) High Peak District 15% 27% 307 Glossop (Central) High Peak District 22% 22% 373 Buxton (North) High Peak District 25% 21% Derbyshire Dales 390 Matlock (North) 20% 23% District Derbyshire Dales 408 Matlock (South) 26% 17% District Derbyshire Dales 409 Wirksworth 21% 35% District Ashbourne Derbyshire Dales 415 35% 24% (Central) District 418 Hadfield High Peak District 14% 23% 530 (External) External 74% 81% Table 2.2: Intra Zonal Trip Proportions

D128498 (Stage 2 – High Peak and Derbyshire Dales) June 2010 8 North Derbyshire Local Development Frameworks Stage 2: Traffic Impacts of Proposed Development

3 Results

3.1 Overview

3.1.1 This Section establishes the effect of future development on network links and junctions in the Chesterfield area. Specifically, the results from the DIAMOND model have been examined to determine:

• which roads are likely to experience the highest increases in flow, • changes in ‘stress’ on roads, and, • associated impacts.

3.2 Link Traffic Growth

3.2.1 Outputs from DIAMOND show the differences between the base (i.e. without development) and development (with development) in the future years of 2016 and 2026 on all links in the network.

3.2.2 Tables 3.1 and 3.2 detail which links would see the highest increases in traffic respectively; (i.e. those roads that see an increase of 100 vehicles or more). For clarity, only changes in the AM peak period (0800 – 0900hrs) have been provided which is normally taken as being the key operating hour of the highway network. In the PM peak, impacts could be expected to be similar.

D128498 (Stage 2 – High Peak and Derbyshire Dales) June 2010 9 North Derbyshire Local Development Frameworks Stage 2: Traffic Impacts of Proposed Development

Road Without Dev Two With Dev Two Flow Percentage Way Flow Way Flow Difference change M67 15,514 15,897 384 2% A515 (B5055 to A5270) 1,329 1,648 320 24% A5004 A53 to B5470 497 1,143 646 130% A6 to B5470 1,228 2,076 848 69% A5012 A515 to B5056 436 652 216 50% B5023 to B5036 1,228 1,411 184 15% B5036 to A6 3,990 4,353 363 9% A5023 to B5056 578 889 311 54% A515 B5059 to A5270 869 1,189 320 37% A53 to B5059 1,329 1,539 210 16% A52 to Old Road 603 834 231 38% Compton Street / Dig Street 1,596 1,752 156 10% St John's Road to B5035 1,596 1,823 227 14% Between Union Street and North Avenue 1,596 1,761 165 10% North Avenue to B5056 1,329 1,494 165 12% A5270 to B5053 1,329 1,648 320 24% A5012 to B5055 1,135 1,454 320 28% A5012 to B5056 472 575 103 22% A50 to A52 1,127 1,321 194 17% A53 B6059 to A54 1,329 1,563 234 18% B5059 to A5004 1,329 1,804 475 36% A6 in Buxton 1,329 1,664 336 25% A5004 to A515 1,329 1,755 427 32% A515 to A6 1,329 1,863 535 40% A54 & A537 (Buxton to Macclesfield) 758 992 234 31% A57 A624 to A6013 641 757 116 18% A624 to A6016 3,990 4,504 514 13% A6016 to A626 1,228 2,167 939 77% A626 to A628 573 1,485 913 159% A6 A6015 to Hazel Grove 1,193 2,873 1,680 141% Ashford in the Water to B6049 5,032 5,194 161 3% B6049 to A5270 1,329 1,677 348 26% B5059 to A5270 667 1,027 360 54% A623 to A624 1,329 1,910 581 44% A610 to B5035 1,440 1,657 217 15% Connection between B5035 (At 1,329 1,635 307 23%

D128498 (Stage 2 – High Peak and Derbyshire Dales) June 2010 10 North Derbyshire Local Development Frameworks Stage 2: Traffic Impacts of Proposed Development

Whatstandwell) to Whatstandwell 1,329 1,512 183 14% A6187 to A624 5,032 5,614 581 12% Junction with A624 to Hayfield Road 5,032 5,614 581 12% A5004 to A624 1,678 2,031 353 21% A5004 to B6062 1,329 2,686 1,357 102% Cromford to Matlock 5,032 5,254 222 4% B5056 to A619 1,329 1,552 224 17% A615 to B5057 1,751 2,478 727 41% B6062 to A6015 1,850 2,670 820 44% A53 to A623 1,407 1,872 466 33% A6015 (A6 to Hayfield) 957 1,398 441 46% A6016 (A624 to A57) 757 1,041 284 38% A6020 A6 to B6465 1,329 1,441 113 8% A615 A632 to B6014 1,268 1,417 149 12% A632 to Crown Square 842 1,005 163 19% A6187 B6055 to B6021 1,228 1,463 236 19% B6521 to 1,228 1,344 116 9% B6049 to Castleton 1,159 1,290 131 11% B6055 to A615 1,068 1,362 294 28% A619 A621 to B6050 1,352 1,491 140 10% A6 to Station Road 1,228 1,392 165 13% A623 to 1,329 1,485 156 12% B6465 to B6521 1,274 1,595 321 25% B6521 to A625 1,245 1,456 212 17% B6049 to B6465 1,329 1,576 247 19% A6 to B6049 1,177 1,288 111 9% A624 Connection to A6 1,067 1,339 272 25% B6062 to Hayfield 1,130 1,844 714 63% A6015 to A6016 1,228 1,960 732 60% A6016 to A57 1,228 1,747 519 42% A6 to B6062 1,228 1,690 462 38% A625 A623 to B6001 819 1,258 439 54% B6001 to B6054 608 1,108 500 82% B6045 to Road 1,107 1,468 360 33% B6055 to A6187 1,687 1,895 209 12% A632 (Matlock to Kelstedge) 890 1,113 223 25% B5023 Wirksworth to A517 904 1,141 237 26% Wirksworth Centre 1,068 1,189 121 11%

D128498 (Stage 2 – High Peak and Derbyshire Dales) June 2010 11 North Derbyshire Local Development Frameworks Stage 2: Traffic Impacts of Proposed Development

B5036 to B5035 1,010 1,163 153 15% B5035 A6 to Wirksworth 909 1,026 117 13% B5036 B5035 to A5012 596 716 120 20% B5056 A5012 to B5057 674 850 176 26% B5057 to A6 736 842 106 14% B6001 A625 to B6521 1,010 1,130 120 12% B6521 to A6187 1,010 1,115 105 10% A619 to A6020 1,010 1,209 199 20% A6020 to A623 1,185 1,366 181 15% B6055 (A625 to A6187) 933 1,087 154 16% B6050 (A619 to Cutthorpe) 381 562 182 48% B5059 (A53 to A515) 846 1,149 303 36% B6059 (A515 to A6) 758 905 147 19% B6521 (A623 to B6001) 560 766 206 37% B6049 (A6 to A623) 282 383 101 36% B6054 (A621 to A625) 752 871 119 16% B5036 (B5023 to B5035) 1,007 1,119 112 11% B6105 (A57 to A628) 1,010 1,705 695 69% Matlock Bridge 1,329 1,542 213 16% Table 3.1: Base and Design Flows 2026

D128498 (Stage 2 – High Peak and Derbyshire Dales) June 2010 12 North Derbyshire Local Development Frameworks Stage 2: Traffic Impacts of Proposed Development

3.2.3 Guidance published by the Institution of Highways and Transportation (IHT, 1994) identifies that a development could be described as being material (in traffic terms) if it induces a change in traffic of +10% (or +5% in a congested area). Since this guidance was published, the use of percentage change in the analysis of material traffic impacts has become less common due to its under representation of potential problems on congested links and, conversely, its over- estimation of potential problems on un-congested links. However, the above still provides a useful rule of thumb and suggests that the key issues would be along;

• A515, • A5004, • A5012 • A53, • A54 & A537 (Buxton to Macclesfield), • A57, • A6, • A6015 (A6 to Hayfield), • A6016 (A624 to A57), • A6187 (B6055 to A625), • A623 (B6465 to B6521), • A624, • A625, • A632 (Matlock to Kelstedge),

And several ‘B’ class roads.

3.2.4 These roads are identified in Figure 3.1, overleaf.

D128498 (Stage 2 – High Peak and Derbyshire Dales) June 2010 13 A57 B6105

A6015

A624 A6187 A6

B6521 A623 B6049 A5004 A625 B6050

A537

B5059 A623 A6 B6001 A54

A53 A515 A6 A632 A5012

A6 A515

B5023

A515

Reproduced from Ordnance Survey digital map data © Crown copyright 2010. All rights reserved. License number 0100031673

Figure 3.1: Links with likely high impact North Derbyshire Local Development Frameworks Stage 2: Traffic Impacts of Proposed Development

3.2.6 For the neighbouring , the links shown in Table 3.2 would see a large increase in traffic flows.

Without Dev With Dev Two Flow Percentage Road Two Way Flow Way Flow Difference change A619 (Chatsworth Road) 1,650 1,878 228 14% B6056 (Eckington Road, ) 1,010 1,278 268 27% Jordanthorpe Parkway 1,010 1,255 246 24% A632 (Chesterfield to Matlock) 1,946 2,182 236 12% Walton to B5057 Table 3.2: Links adjacent to the East

3.2.7 Some development flow will route out of the study area towards . Table 3.3 shows links which extend towards Manchester.

Without Dev With Dev Two Flow Percentage Road Two Way Flow Way Flow Difference change M67 15,514 15,897 384 2% A6 1,193 2,873 1,680 141% Newtown to M60 A537 (A54 to Macclesfield) 1,193 1,427 234 20% Table 3.3: Links running to / from Manchester

D128498 (Stage 2 – High Peak and Derbyshire Dales) June 2010 15 North Derbyshire Local Development Frameworks Stage 2: Traffic Impacts of Proposed Development

3.3 Changes in Link Stress

3.3.1 As noted previously, the DIAMOND dynamic route allocation process (for development related traffic) works on the basis of a notional capacity of each road in the network. A comparison of each links capacity with the flow in the ‘with’ and ‘without development’ scenario therefore allows the change in the “stress” of a particular road to be identified.

Link Capacity Road Reduction M67 3% A515 (B5055 to A5270) 10% A517 to Derby Road 2% A50 A515 to Stoke 1% A515 to A511 1% A5004 A53 to B5470 20% A6 to B5470 27% A515 to B5056 7% A5012 B5023 to B5036 6% B5036 to A6 6% A5023 to B5056 10% A515 B5059 to A5270 10% A53 to B5059 7% A52 to Old Derby Road 7% Compton Street / Dig Street 5% Through Ashbourne (Buxton Road to Road) 2% St John's Road to B5035 7% Between Union Street and North Avenue 5% North Avenue to B5056 5% A5270 to B5053 10% A5012 to B5055 10% A5012 to B5056 3% A50 to A52 2% A52 A515 To Kirk Langley 1% B5020 to A38 1% A53 B6059 to A54 7% B5059 to A5004 15% A6 in Buxton 10% A5004 to A515 13% A515 to A6 17%

D128498 (Stage 2 – High Peak and Derbyshire Dales) June 2010 16 North Derbyshire Local Development Frameworks Stage 2: Traffic Impacts of Proposed Development

A54 & A537 (Buxton to Macclesfield) 7% A57 A624 to A6013 4% A624 to A6016 8% A6016 to A626 29% A626 to A628 29% A6 A6015 to Hazel Grove 52% Ashford in the Water to B6049 2% B6049 to A5270 11% B5059 to A5270 11% A623 to A624 18% A610 to B5035 7% Connection between B5035 (At Whatstandwell) 10% Cromford to Whatstandwell 6% A6187 to A624 7% Junction with A624 to Hayfield Road 7% A5004 to A624 4% A5004 to B6062 42% Cromford to Matlock 3% B5056 to A619 7% A619 to A6020 2% B5056 to B6012 2% B6012 to A5057 1% Matlock Bridge to A615 1% A615 to B5057 23% B6062 to A6015 26% A53 to A623 15% A6015 (A6 to Hayfield) 14% A6016 (A624 to A57) 9% A6020 A6 to B6465 4% B6001 to A619 3% B6001 to B64655 2% A615 A632 to B6014 5% A632 to Crown Square 5% Crown Square to A6 2% A6187 B6055 to B6021 7% B6521 to Hathersage 4% Hathersage to A6013 2% B6049 to Castleton 4% B6055 to A615 9%

D128498 (Stage 2 – High Peak and Derbyshire Dales) June 2010 17 North Derbyshire Local Development Frameworks Stage 2: Traffic Impacts of Proposed Development

A619 A619 (Baslow to A6020) 1% B6050 to Chesterfield (B6150) 2% Through Baslow 2% A623 to A621 2% A621 to B6050 4% A6 to Station Road 5% Station Road to B6001 2% A623 Calver to Baslow 5% B6465 to B6521 10% B6521 to A625 7% B6049 to B6465 8% A6 to B6049 3% A624 Connection to A6 8% B6062 to Hayfield 22% A6015 to A6016 23% A6016 to A57 16% A6 to B6062 14% A625 A623 to B6001 14% B6001 to B6054 16% B6045 to Owler Bar Road 11% B6055 to A6187 7% A632 (Matlock to Kelstedge) 7% B5023 Wirksworth to A517 10% Wirksworth Centre 5% B5036 to B5035 7% B5035 to A5012 4% B5035 A6 to Wirksworth 5% A515 to B5023 3% Porter Lane (Wirksworth) 3% A6 to A615 3% B5036 B5035 to A5012 5% B5055 A6 to A515 3% B5056 A5012 to B5057 8% A515 to A5012 3% B5057 to A6 5%

D128498 (Stage 2 – High Peak and Derbyshire Dales) June 2010 18 North Derbyshire Local Development Frameworks Stage 2: Traffic Impacts of Proposed Development

B6001 A625 to B6521 5% B6521 to A6187 5% A619 to A6020 9% A6020 to A623 8% B6055 (A625 to A6187) 5% A511 (A50 to A38) 2% B6050 (A619 to Cutthorpe) 8% B5059 (A53 to A515) 13% B6059 (A515 to A6) 6% B6465 (A623 to A6020) 1% B6521 (A623 to B6001) 9% B6049 (A6 to A623) 4% B6054 (A621 to A625) 5% B5470 (A5004 to A624) 2% B5036 (B5023 to B5035) 5% B6012 (B6048 to A619) 1% B6105 (A57 to A628) 30% B5057 (A6 to A632) 1% Matlock Bridge 7% B5057 (A6 to B5056) 1% Table 3.4: Link Capacity Reduction 2026

3.3.2 The above table confirm that the following links are particularly effected by the proposed future year (2026) development in terms of link stress;

A5004 A53 to B5470 A6 to B5470 A57 A6016 to A626 A6016 to A628 A6 A6015 to Hazel Grove A5004 to B6062 A615 to B5057 A5004 to A6015 A624 B6062 to Hayfield A6015 to A6016 B6105 (A57 to A628)

D128498 (Stage 2 – High Peak and Derbyshire Dales) June 2010 19 North Derbyshire Local Development Frameworks Stage 2: Traffic Impacts of Proposed Development

3.3.3 It was also noted in Section 2 that not all trips are loaded onto the highway network but instead are retained within the individual zones. For Derbyshire Dales and High Peak, this means local trip making particularly within Zones 183 (Whaley Bridge area), 235 (Buxton), 408 (Matlock) and 409 (Wirksworth). Table 3.5 shows the potential additional trips that could be generated within these areas.

Intra Intra Two-Way Intra Zonal Zonal Intra Zonal 2026 2026 Zonal Intra-zonal Zone Generation Attraction Generation Attraction Generation Attraction Movements (%) (Car (Car Trips) (%) (Car Trips) Trips) 45 47 17 15% 10% 7 2 9 89 375 114 9% 27% 34 31 65 97 1 2 12% 29% 0 1 1 153 10 29 15% 23% 2 7 8 154 7 20 16% 15% 1 3 4 155 7 20 15% 15% 1 3 4 157 49 20 32% 28% 16 6 21 158 75 215 9% 18% 7 39 45 183 849 428 30% 43% 255 184 439 184 37 107 11% 39% 4 42 46 186 12 36 23% 24% 3 9 11 235 523 659 21% 30% 110 198 308 238 150 256 11% 41% 17 105 121 304 337 354 15% 27% 51 96 146 307 204 247 22% 22% 45 54 99 373 68 196 25% 21% 17 41 58 390 69 200 20% 23% 14 46 60 408 664 226 26% 17% 173 38 211 409 550 249 21% 35% 116 87 203 415 83 238 35% 24% 29 57 86 418 248 269 14% 23% 35 62 97 530 2 5 74% 81% 1 4 6 Table 3.5: Potential Intra-Zonal Trip Generation in the High Peak and Derbyshire Dales

3.3.4 The trips noted in Table 3.5 would occur on the highway network within these zones and would be additional impacts to those noted in the above list and would likely add to any local congestion along the A6 corridor.

D128498 (Stage 2 – High Peak and Derbyshire Dales) June 2010 20 North Derbyshire Local Development Frameworks Stage 2: Traffic Impacts of Proposed Development

3.4 Likely Development Impacts Congestion

3.4.1 It was noted in Section 1 that junctions are not explicitly modelled within the DIAMOND tool and that the above results relate principally to changes in flow on links. When considering such measures therefore, it is important to note the clarification given with respect to such congestion reference flows in the Design Manual for Roads and Bridges (DMRB Volume 5, Section 1 Part 3) which states that “The CRF is a measure of the performance of a road link between junctions. The effect of junctions must be considered separately.”

3.4.2 In terms of link capacity, the modelling indicates that there could be link capacity issues on the local highway network in 2026 on the A50 (between the A515 and A511), the M67 and the A6 (between A6015 and Hazel Grove). However, only the latter road is likely to be due to the proposed development given the expected loading of development traffic.

3.4.3 It is noted that much of the highway network within Derbyshire Dales and the High Peak constitutes rural links between small / medium sized towns. Whilst there are large changes on these intra-urban links, the focus of congestion is likely to remain in the town centres. The Stage 1 report identified a series of locations which Derbyshire’s highway teams had identified as being a source of regular queuing. Table 3.6 focuses this list of the key locations which could be worsened as a result of the assignments of traffic from the LDF related development.

Location Description of Perceived / Observed Problem Capacity of the adjacent Belper Road / Park Road & Ashbourne Derby Road / Sturston Road / Compton Street junctions leads to queuing during peak hours. Capacity of the Bridge / A6 (Dale Road) signals which Matlock operate at or near capacity. Congestion through the town centre on the A6 through Belper Bridge Street / Chapel Street. Cromford Congestion at the signals of A6 / Cromford Hill Congestion through the town centre on the A6 Seasonal congestion at the A6 / B6012 junction associated with seasonal traffic to and from . Buxton Queuing from the A6 / A53 junctions Congestion at the A57 / A6016 traffic signals Glossop Congestion at the Victoria Street / High Street junction Hadfield A57 / Woolley Bridge Road Delay to traffic as it waits to join the A6 at the junction with the A6015. Table 3.6: Key Highway Network issues in the High Peak and Derbyshire Dales

D128498 (Stage 2 – High Peak and Derbyshire Dales) June 2010 21 North Derbyshire Local Development Frameworks Stage 2: Traffic Impacts of Proposed Development

3.4.4 The assessment of impacts at the above junctions would require further consideration and detailed modelling at the appropriate time though the above would indicate congested along the A6 and A624 corridors.

3.4.5 Broad mitigation strategies and options are given in the following section.

Impacts on other Modes

3.4.6 It is noted that the A6 is an important public transport corridors and, as such, any increase in congestion along this route would impact on bus-based public transport’s journey time and reliability.

3.4.7 A current route map is given as Appendix C.

D128498 (Stage 2 – High Peak and Derbyshire Dales) June 2010 22 North Derbyshire Local Development Frameworks Stage 2: Traffic Impacts of Proposed Development

4 Discussion and Potential Mitigation

4.1 Overview

4.1.1 The results from the DIAMOND model show the main impacts of the proposed LDF developments in the High Peak and Derbyshire Dales would be along the following routes;

• A6, • A614, and, • A57.

4.1.2 Several other ‘A’ and ‘B’ roads would also experience large proportional increases in traffic flows due to the points of loading onto the network and relative attractiveness of these routes over congested others, but these are generally between settlements through which congestion would not occur.

4.1.3 It is noted that the development would likely lead to increases in traffic heading into the Manchester conurbation and this effect may need to be considered by the Manchester city councils.

4.1.4 In terms of mitigation, the Stage 1 report identified that the first step in identifying a suitable mitigation package is to prepare a strategy for accommodating as many trips as practical by sustainable modes. These would have most impact on short-distance trips (i.e. within walking and cycling range) and those along public transport corridors and near to public transport nodes. Potential reductions in trips, as identified in the Stage 1 reports, lay within the range of up to 15%. For the analysis in this report, they would therefore have most potential in addressing the intra-zonal movements described in Table 3.5, as well as the total quantum of trips reported for the central Buxton zones (which are close to such public transport nodes and corridors).

4.1.5 It should be noted that the analysis contained within this report does not make allowance for mode shift, other than the base mode split inherent in the TRICS database analysis. This, therefore, provides a robust approach to impact identification since it provides a worst-case assessment and gives the highway authorities a view as to the likely impacts on the network in the case that sustainable mode intervention, for whatever reason, are not achieved. However, the locational impacts are likely to be the same even if the scope of impact is somewhat reduced.

D128498 (Stage 2 – High Peak and Derbyshire Dales) June 2010 23 North Derbyshire Local Development Frameworks Stage 2: Traffic Impacts of Proposed Development

4.2 Potential Schemes and Strategy

4.2.1 The analysis presented in this report has identified potential issues relating to traffic routeing along the A6 corridor and into the Manchester conurbation.

4.2.2 Given the topography of the area, the potential for new schemes along the A6 corridor, other than localised junction improvement, traffic management and bus priority schemes, is likely to be limited. An alternative strategy may be to provide more parking areas along the A6 public transport corridors (both bus and rail) to encourage at least partial mode shift. It is noted that there was a study conducted into re-opening the rail line between Matlock and Buxton. When last examined, it was determined that this was not economically feasible. However, the large increases in housing and employment seeking to use the competing A6 corridor may lead to this assessment being re-examined.

4.2.3 For those corridors approaching Manchester, more work has been conducted with respect to potential mitigation schemes and some of these were reported in the Stage 1 report.

4.2.4 It is noted that an A57 / A628 Mottram, , and Bypass was recently promoted and reached the stage of drafting legal orders before being withdrawn. It is has been replaced by a more modest scheme focused on public transport improvements but which also includes for the following highway options. More work would be required to determine which are the most effective and affordable.

• A new dual-carriageway from the M67 terminal roundabout passing beneath Roe Cross Road through a tunnel then linked to a new junction at Mottram Moor. • A new single carriageway link from the A57 (T) Mottram Moor to a new junction on the A57 Brookfield. • A new dual-carriageway travelling from the M67 terminal roundabout, to a new junction west of Roe Cross Road. • The main dual-carriageway would pass beneath Roe Cross Road through a tunnel which will link to a new junction at Mottram Moor. • A new single-carriageway link to Roe Cross Road north of the main dual-carriageway. • A new single carriageway link between the A57 (T) Mottram Moor and a new junction at A57 Brookfield.

4.2.5 Of the above options, the Glossop Spur could also be implemented to relieve some congestion within this town.

4.2.6 In terms of public transport specific options in this location, it is noted that there is a long term aspiration to develop a new halt to serve , Glossop. Such a scheme could be associated with the above.

D128498 (Stage 2 – High Peak and Derbyshire Dales) June 2010 24 A57 / A628 Mottram, Hollingworth, and Tintwistle Bypass

A628

Glossop Spur: Link between the A57 (T) Mottram Moor and Brookfield

A57 Dual-carriageway link

M67

Potential new Rail halt (for Gamesley) A57

= New Junction or Junction Upgrade

Indicative Potential Mitigation Schemes NTS North Derbyshire Local Development Frameworks Stage 2: Traffic Impacts of Proposed Development

4.3 Further Work and Funding

4.3.1 As the DIAMOND model does not re-assign base traffic in response to increasing congestion, in order to test potential mitigation options further, a fully dynamic and responsive models of specific parts of the High Peak and Derbyshire Dales networks are likely to be required.

4.3.2 Given that this report has assessed the likely future operation of the network with all developments proposed in the High Peak and Derbyshire Dales LDF, it is likely that a co- ordinated approach to the funding of mitigation measures is likely to be required based on a contributory mechanism. Furthermore, it is noted that some roads impacted by this development lie outside of the Core Strategy administrative area; as such, the funding of mitigation may need to be cross-boundary. The issue of funding is discussed within the Stage 1 report.

D128498 (Stage 2 – High Peak and Derbyshire Dales) June 2010 25 North Derbyshire Local Development Frameworks Stage 2: Traffic Impacts of Proposed Development

5 Summary and Conclusions

5.1.1 This report has quantified the likely impacts of the proposed LDF-related development using the Highways Agency’s DIAMOND tool. The key impacts have been shown to be along the A6, A614 and A57. These impact locations are broadly similar to those manually identified in the Stage 1 report, though the likely changes in flow have been quantified in this report.

5.1.2 Following the identification of these impact locations, a strategy for the continued operation of the local highway network under congested conditions has been outlined; including the identification of supporting highway and public transport schemes. This would provide a good fit with current Government guidance and the overall strategy for the identification of sustainable mode interventions given in the Stage 1 report.

D128498 (Stage 2 – High Peak and Derbyshire Dales) June 2010 26 Appendix A DIAMOND Zone and Network Diagrams

Zone Map (including zone)

89 !

418 238 ! 307 ! !

184 123 ! ! 14 !

183 237 ! !

158 ! 303 425 427 ! 406 ! ! 236 ! 402 373 45 ! 426 ! ! ! 353 ! ! 235 304 429 ! ! ! 96 405 ! 428 ! ! 185 254 129 ! 430 ! 369 ! ! 417 ! 157 ! 107 ! 160 ! ! 72 431 ! 71 159 ! 140 390 ! ! ! !

408 130 ! !

444 ! 409 186 106 ! ! !

155 !

415 !

153 !

97 !

154 ! Legend District Boundary Sheffield / Zone Zone Boundary

! Zone Centroids Link Numbers

69

2189

2191

1184 2187 70 64 63 2255 2202 97 2251 39 38 98 2254 1177 2252 2256 2281 2210 2221 2205 2259 2215 2204 2217 2274 2228 2211 2257

22142213 1174 1176 2282

2229 2223 2226 2284 2200 2209 2201 2177 640 639 2184 2192 2239 2222 99 2286

2108 623 619 622 617 615 2231 607 62 379

378 603 404 2185 616 398 376 604 364 2249 397 315 371 374 381 323 336 310 358 391 359 253 339 356 338 322 319 304303 328 334 344 621 283 316 290 293 375 331 272 321 269 270 2172 300 241 218 265 258 240 231 273 100 225 220 224 282 235 202 207

204 278

199 206 219 248 222 268 2162 176 170 167 154 921 163 175 158 201 203 217 165 902 1116 917 906 181 901 891 153 890 876 1354 889 1139 875 1138

1114 156 905 872

1110 11061107 1126 871 860 1346 858

1130 857 845 1560 1355 1113 1115 840 1350 847 1565

821 1552 1585

1584 1566 1574 1559 1551 846 1525 1568 1554 1546 1557 1099 837 1533 1545 1524 1519 1531 1517 1102 1527 1520 830 1094 1083 826 1101 836 835 1080 824 818 798 817 1087 792 801 1539 803 577 811 793 794 588 592 789 594 581 788 570 799 573 555 551 562 1038 558 559 566 546 538 545 553 800 1544 561 537 529 536 1063 524 526 1051 557 1059 525 1047 790 527 775 522 1037

771 785 475 1058 1025 1020 1045 1036 101 782 519 521 773 510 488 508 756 505 503 481 476 504 769 469 487 512 509 460 498 486 499 492 772 436 766 765 749 744 1297 755 1334 464 739 1327

496 482 472 1251

745 738 1300 1269 419 1250 1310 1264 1198 1333 1230 1232

1014 1279 1212 1197 431 737

725 1211 715 711 727 420 731 695 679 103 430 709 723 683 678 1263 660 690 1018 666 1009 665

2106 661 658 662 1013 995 1008 1000 983 659 1004 1003 1007 994 999 998 104 985 984 986 988

980 111 Legend 965 971 969 982 943

107 657 EM Network 1478 970 927 112 Appendix B Test Option

Trip rates if Should trips be prorated Development Size known (AM & between start and Development (e.g. GFA or Location (either model zone or PM, generation Development Name Start Year Completion Year completion? (Y or N) Type (e.g. C3)* dwelling numbers) easting/northing) District & attraction) PA - DINTING ROAD 2010 2013 Y C3 24 401988 394790 HPBC COM - KINDERLEE MILL, 2009 2012 Y C3 56 399596 392284 HPBC COM - OFF SHEFFIELD ROAD, GLOSSOP 2009 2012 Y C3 36 400483 392909 HPBC COM - SLATELANDS ROAD / TURNLEE ROAD 2009 2012 Y C3 9 402890 393540 HPBC COM - LAND AT WATERSIDE 2009 2012 Y C3 13 402065 396364 HPBC COM - WOOLLEY BRIDGE 2009 2012 Y C3 22 401142 395329 HPBC COM - SERVICE GARAGE, STATION ROAD 2009 2012 Y C3 5 402223 396336 HPBC COM - ROSSINGTON PARK 2009 2012 Y C3 40 405819 373350 HPBC COM - METHODIST CHAPEL AND SUNDAY SC 2007 2010 Y C3 8 403701 394188 HPBC COM - SUMNERS PLACE 2004 2009 Y C3 12 402728 394043 HPBC COM - HOWARD TOWN MILL 2005 2012 Y C3 65 405819 373350 HPBC COM - HOWARD TOWN MILL 2005 2012 Y A1, A3, A4 2420 MSQ 405819 373350 HPBC COM - LAND AT PARADISE STREET 2004 2009 Y C3 7 402065 396181 HPBC COM - LAND OFF SUMNERS PLACE 2004 2009 Y C3 25 402665 394053 HPBC COM - QUEEN STREET 2009 2012 Y C3 5 402743 394007 HPBC COM - LEEK ROAD / ANNCROFT ROAD 2009 2012 Y C3 92 403925 372344 HPBC COM - WYE HOUSE, CORBAR ROAD 2009 2012 Y C3 14 405575 374223 HPBC COM - ASHWOOD VALE, GRANBY ROAD 2009 2012 Y C3 14 406812 373008 HPBC COM - SHERBROOK LODGE, HARPUR HILL R 2009 2012 Y C3 14 406338 372240 HPBC COM - SYLKS, LEEK ROAD 2009 2012 Y C3 10 404338 372785 HPBC COM - 91-119 DALE ROAD 2009 2012 Y C3 14 406251 373012 HPBC COM - HARDWICK SQUARE SOUTH 2009 2026 Y C3 30 405915 373235 HPBC COM - OTTERHOLE FARM 2009 2012 Y C3 88 404710 373240 HPBC COM - TEMPLE MORE 2009 2026 Y C3 76 406316 372040 HPBC COM - 29 BYRON STREET 2009 2012 Y C3 10 406118 372878 HPBC COM - LAND AT GRANDBY ROAD 2009 2026 Y C3 104 407285 373201 HPBC COM - 141 GREEN LANE 2009 2012 Y C3 16 404651 372680 HPBC COM - CAMPBELLS MILL, ST GEORGES ROAD 2009 2012 Y C3 11 400478 485694 HPBC LDF - BROAD LOCATION - GAMESLEY 2011 2026 Y C3 75 TO 125 DIAMOND ZONE - 418 HPBC LDF - BROAD LOCATION - GAMESLEY 2011 2026 Y C3 75 TO 125 DIAMOND ZONE - 238 (ADJOINING 418HPBC LDF - BROAD LOCATION - WOODS MILL 2011 2026 Y C3 100 DIAMOND ZONE - 307 HPBC LDF - BROAD LOCATION - CHAPEL-EN-LE-FR 2011 2026 Y C3 215 TO 265 DIAMOND ZONE - 183 HPBC LDF - BROAD LOCATION - CHAPEL-EN-LE-FR 2011 2026 Y C3 215 TO 265 DIAMOND ZONE - 158 (ADJOINING 183HPBC LDF - BROAD LOCATION - HARPUR HILL 2011 2026 Y C3 400 TO 1000 DIAMOND ZONE - 235 HPBC LDF - BROAD LOCATION - FAIRFIELD 2011 2026 Y C3 100 TO 300 DIAMOND ZONE - 304 HPBC LDF - BROAD LOCATION - HOGSHAW 2011 2026 Y C3 100 TO 150 DIAMOND ZONE - 373 HPBC SHLAA / URBAN EXTENSIONS - BUXTON 2009 2024 Y C3 180 DIAMOND ZONE - 304 HPBC SHLAA / URBAN EXTENSIONS - BUXTON 2009 2024 Y C3 180 DIAMOND ZONE - 373 HPBC SHLAA / URBAN EXTENSIONS - BUXTON 2009 2024 Y C3 180 DIAMOND ZONE - 235 HPBC SHLAA / URBAN EXTENSIONS - CENTRAL AR 2009 2024 Y C3 260 DIAMOND ZONE - 158 HPBC SHLAA / URBAN EXTENSIONS - CENTRAL AR 2009 2024 Y C3 260 DIAMOND ZONE - 183 HPBC SHLAA / URBAN EXTENSIONS - CENTRAL AR 2009 2024 Y C3 260 DIAMOND ZONE - 184 HPBC SHLAA / URBAN EXTENSIONS - GLOSSOP 2009 2024 Y C3 360 DIAMOND ZONE - 307 HPBC SHLAA / URBAN EXTENSIONS - GLOSSOP 2009 2024 Y C3 360 DIAMOND ZONE - 238 HPBC SHLAA / URBAN EXTENSIONS - GLOSSOP 2009 2024 Y C3 360 DIAMOND ZONE - 418 HPBC COM-Land To The East Of, Lathkill Drive, 65 419176 345764 Ashbourne 2009 2014 Y C3 DDDC COM - 39 SOUTH STREET, ASHBOURNE 5 418015 346202 Not Started 2014 Y C3 DDDC COM -NORTH LEYS, Not Started 2014 Y C3 6 417900 346271 DDDC COM-QUEGS, COXONS YARD/ Highfield 7 417952 346706 Road, ASHBOURNE Not Started 2014 Y C3 DDDC COM-BROOKSIDE MEADOWS, 48 419123 346478 ASHBOURNE 2008 2014 Y C3 DDDC COM-STATION STREET, ASHBOURNE 12 417932 346281 Not Started 2014 Y C3 DDDC COM-Saracens Head Farm, MAIN ROAD, 425617 341358 Brailsford 2008 2010 Y C3 6 DDDC COM-Ladygrove Mill, Lady Grove Road, 24dwgs, 3080m2 428589 362957 Two Dales, DE4 2FG (Mixed Use) Not Started 2014 Y C3, B1, (B1a) DDDC COM-Morledge Development/Ashtree 104 428990 361083 Farm, OLD HACKNEY LANE/BAKEWELL ROAD 2006 2010 Y C3 DDDC COM-OLD ROAD/STATION ROAD, 36 dwgs, 0.25h.a 427325 362485 , MATLOCK (Mixed Use) Not Started 2014 Y C3, B1, (B1) DDDC COM-BROADMEADOW, DARLEY DALE 28 427069 363064 2009 2010 Y C3 DDDC COM - LONGFORD HALL FARM Not Started 2014 Y C3 5 421475 338375 DDDC COM - PEARL BANK FARM, MARTSON 6 413583 337900 MONTGOMERY Not Started 2014 Y C4 DDDC COM-NORTH PARADE, MATLOCK, Not Started 2014 Y C3 5 429551 358403 DDDC COM-THE CLIFF, MATLOCK, 2005 2014 Y C3 37 430826 359918 DDDC COM- RD LAND OFF,ERNEST 8 430531 359918 BAILEY HOUSE, MATLOCK, 2005 2014 Y C3 DDDC COM-JACKSON ROAD, 2008 2010 Y C3 9 429835 360941 DDDC COM-CHESTERFIELD ROAD, Not Started 2014 Y C3 6 431122 361314 DDDC COM-DALE ROAD, Not Started 2014 Y C3 11 429697 359697 DDDC COM-, MATLOCK, 2008 2011 Y C3 46 430636 358974 DDDC COM-DERWENT AVENUE, Not Started 2014 Y C3 6 429879 359962 DDDC COM-Former Gas Works, BAKEWELL 58 429162 360579 ROAD, Matlock 2008 2010 Y C3 DDDC COM-JEHOVAH'S WITNESS CHAPEL, 7 429599 360137 SNITTERTON ROAD, MATLOCK 2008 2010 Y C3 DDDC COM-SHERWOOD HALL, LIME TREE 30 430409 359987 ROAD, MATLOCK Not Started 2014 Y C3 DDDC COM-Elms Farm, LITTLEFIELD LANE, 415039 343533 , Ashbourne Not Started 2014 Y C3 6 DDDC COM - WEST YARD, THATCHERS 432280 359481 CROFT, Not Started 2014 Y C3 8 DDDC COM-CHEQUERS FARM WORKSHOP, 428321 352999 MILLERS GREEN, WIRKSWORTH Not Started 2014 Y C3 10 DDDC COM-LAND OFF, MALTHOUSE CLOSE, 428838 355342 WIRKSWORTH Not Started 2014 Y C3 7 DDDC COM - THE GABLES, BOLEHILL ROAD, BOLEHILL Not Started 2014 Y C3 7 429164 355065 DDDC COM - Land At The Junction Of King Edwar Not Started 2014 Y C3 27 429288 354026 DDDC CS - BROAD LOCATION - MATLOCK 2011 2026 Y C3 229 Dimond Zone 390 DDDC CS - BROAD LOCATION - WIRKSWORTH 87 2011 2026 Y C3 Diamond Zone 409 DDDC CS - BROAD LOCATION - TANSLEY 2011 2026 Y C3 30 Diamond Zone 390 DDDC CS - BROAD LOCATION - ASHBOURNE 400 2011 2026 Y C3 Diamond Zone 415 DDDC CS - BROAD LOCATION - 2011 2026 YC3 50 Diamond Zone 154 DDDC CS - BROAD LOCATION - HULLAND 50 WARD 2011 2026 Y C3 Diamond Zone 155 DDDC CS - BROAD LOCATION - BRAILSFORD 50 2011 2026 Y C3 Diamond Zone 153 DDDC SHLAA SITE, MATLOCK 2009 2024 Y C3 29 Diamond Zone 390 DDDC SHLAA SITE, MATLOCK 2009 2024 Y C3 16 Diamond Zone 408 DDDC SHLAA SITE, WIRKSWORTH 2009 2024 Y C3 137 Diamond Zone 409 DDDC SHLAA SITE, MIDDLETON 2009 2024 Y C3 15 Diamond Zone 409 DDDC SHLAA SITE, ASHBOURNE 2009 2024 Y C3 87 Diamond Zone 186 DDDC SHLAA SITE, ASHBOURNE 2009 2024 Y C3 38 Diamond Zone 415 DDDC SHLAA SITE, BRAILSFORD 2009 2024 Y C3 4 Diamond Zone 153 DDDC Should trips be prorated between start Location (either model and completion? (Y or Development Development zone or Trip rates if known (AM & PM, Development Name Start Year Completion Year N) Type (e.g. C3)* Size (Hectares) easting/northing) District generation & attraction) COM - Tongue Lane 2009 2012 Y B2 0.18 DIAMOND ZONE - 304 HPBC COM - Station Road 2009 2012 Y B2 0.59 DIAMOND ZONE - 183 HPBC COM - Bowden Lane 2009 2012 Y B1 0.82 DIAMOND ZONE - 183 HPBC COM - Quarry Knowles IE 2009 2012 Y B2 0.49 DIAMOND ZONE - 183 HPBC COM - Hoffman Quarry / Harp 2009 2012 Y B8 0.02 DIAMOND ZONE - 235 HPBC COM - Bowden Lane 2009 2012 Y B2 1.2 DIAMOND ZONE - 183 HPBC COM - Staden Business Park 2009 2012 Y B2 1.09 DIAMOND ZONE - 235 HPBC COM - n/a 2009 2012 Y B8 0.1 DIAMOND ZONE - 304 HPBC COM - Wharfside, Whaley Brid 2009 2012 Y B1, A3, D2 0.65 DIAMOND ZONE - 183 HPBC COM - n/a 2009 2012 Y B2 and B8 1.26 DIAMOND ZONE - 45 HPBC COM - Industrial Est 2009 2012 Y B2 0.59 DIAMOND ZONE - 184 HPBC COM - Hoffman Quarry / Harp 2009 2012 Y B2 0.06 DIAMOND ZONE - 235 HPBC COM - Hoffman Quarry / Harp 2009 2012 Y B8 0.03 DIAMOND ZONE - 235 HPBC COM - Bridge Mills, Tintwistle 2009 2012 Y B2 3.99 DIAMOND ZONE - 89 HPBC COM - N/A 2009 2012 Y B2 0.47 DIAMOND ZONE - 183 HPBC COM - Bowden Lane, Chapel- 2009 2012 Y B2 0.66 DIAMOND ZONE - 183 HPBC COM - Rossington Park, Hadfi 2009 2012 Y B1, B2 2.74 DIAMOND ZONE - 418 HPBC COM - Hoffman Quarry / Harp 2009 2012 Y B2 0.29 DIAMOND ZONE - 235 HPBC LP - TONGUE LANE 2009 2026 Y B1, B2, B8 2.03 DIAMOND ZONE - 304 HPBC LP - TONGUE LANE 2009 2026 Y B1, B2, B8 2.25 DIAMOND ZONE - 304 HPBC LP - STADEN LANE 2009 2026 Y B1, B2, B8 1.6 DIAMOND ZONE - 235 HPBC LP - HOFFMAN QUARRY 2009 2026 Y B1, B2, B8 3.6 DIAMOND ZONE - 235 HPBC LP - 2009 2026 Y B1, B2, B8 0.5 DIAMOND ZONE - 183 HPBC LP - BOWDEN LANE 2009 2026 Y B1, B2, B8 3.73 DIAMOND ZONE - 183 HPBC LP - BOWDEN LANE 2009 2026 Y B1, B2, B8 1.32 DIAMOND ZONE - 183 HPBC LP- SHEFFIELD ROAD 2009 2026 Y B1, B2, B8 2.2 DIAMOND ZONE - 183 HPBC LP - BINGSWOOD 2009 2026 Y B1, B2, B8 0.9 DIAMOND ZONE - 183 HPBC LP - WREN NEST ROAD 2009 2026 Y B1, B2, B8 2.5 DIAMOND ZONE - 307 HPBC LP - WATERSIDE 2009 2026 Y B1, B2, B8 1.6 DIAMOND ZONE - 89 HPBC LP - GLOSSOP ROAD 2009 2026 Y B1, B2, B8 1.5 DIAMOND ZONE - 238 HPBC LP - BRIDGE MILLS 2009 2026 Y B1, B2, B8 2.6 DIAMOND ZONE - 89 HPBC ALLOCATED EMPLOYMENUndevelope 2026 Y B USES/ MIXED 12 Diamond Zone 408 DDDC ALLOCATED EMPLOYMENUndevelope 2026 Y B USES/ MIXED 9 Diamond Zone 409 DDDC Appendix C Derbyshire Bus Map

12 3456789 To Huddersfield 350 184 To Holmfirth To Holmfirth 314 Hade Edge 350 Waterhead 353 951 20,20A 353 Holme Victoria Scouthead 184 Uppermill 350 354 Inn 314 20A Dodworth 353 20 Silkstone A Lees Grasscroft 20 20 354 350,180354 20 20 Oldham 57A DERBYSHIRE 180 184 180 350 Grotton 184 20 Greenfield Harden 350 Crow 353 180 Edge A 354 Millhouse 20 20 Green 20 Hazelhead 20 Public Transport Map A Carlecotes A

354 Pennine Way Bridge 350 Trans Pennine 951 Trail 20A Mossley Flouch A National Express 350 A1 A2 A3 A457 coaches A5 stop here A6 A7 A8 A9 350 Pennine 57A 353 Bridleway Langsett Trans Pennine 236,237,239 354 Midhopestones Woodhead Trail Salter’s Brook M1 to 239,350 350,353,354 Crowden Langsett 20A 353,354 Reservoir A Hospital Underbank 57 239 Reservoir Ashton- 239 Torside under- Reservoir To Lyne 236,237 Stalybridge Manchester 58 A l Torside 20 Deepcar 236 a 57A

n 58

237 a 239 Trans Pennine A 58 C 20 236 Trail 951 t s 237 A e 57A 20 Guide r 237,397 237 Tintwistle o SOUTH 58 A R Bridge F 20 A 20 i v k 57A e a 58 397 r

e Broomhead

Bolsterstone D P

236 Reservoir o Flowery Hollingworth n Chapeltown Hyde 237 A R K 57A Field 239 Pennine L P North Hadfield O N A 58 B Newton Mottram Way A T I B Godley 202 236 951 GLOSSOP N Old More Hall 397 C T 341,397 Glossop R I Reservoir Trans Pennine Hyde 202,239 Dinting T 222 Central Hyde 202 397 341 202 341 I S Trail 394 D Upper Derwent 202 239 341 K (Kings Tree) 341 Hattersley 341 Gamesley A 341,397 Glossop 236 373 E Sheffield B1 B2341 B3 B4 B5 B6 B7 B8 B9 P 202 237 473 Oughtibridge 11,21,43,44 To GREATER Broadbottom 239 341 50,53,57A,58 Manchester w ro 394 High MANCHESTER e 65,89,99 th Charlesworth 61,64,202,239 Bradfield A E 57 150 ,181,214 r 341,373,394 373 Derwent 61 Sheffield & South e 58 215,218,240 Woodley v 394 i 397,473,951 473 Reservoir 62 Yorkshire Navigation Bredbury R 241,242,252 Chisworth 222 Low R 253,272,284 To Rotherham Romiley iv 61 Middlewood Northern M18 to 61 Birchin Clough Bradfield er 62 285,293,727 General 394 61 Lo 64 61,62 xl Hospital 28 62 ey Meadowhall 21 272 General 25 m a 306 Derwent Dams 61,62 r Hospital Snake Inn rt Grouse Inn 61 64 pe Goyt 62 u er 61 S Whiston iv Lane Ends 62 Hillsborough R Moorfield 28 306 11 Dungworth Loxley 11,57A Marple 394 Arms 373 272 To 61 Derwent A 58 Marple 473 89 S 62,306 Mill Fairholmes Malin u 64 Kinder 11 p Bridge Riv 62 e 67 306 er 61 Bridge r Brow 62 t Marple A A r 358 sh 89 L 11 61 a 21 op a m Offerton 375 222 dy bo Stannington 25 SOUTH Rosehill w 242 e Shalesmoor Darnall C Marple Mellor Kinder r 64 Ulley C To Moorend Little Hayfield 373 R 64 Reservoir e 241 Country R YORKSHIRE Stockport Goyt 373 s Trans e Moscar 242 Rivelin i Park 375 r 242 Sheffield Pennine 28 v 108,199,375 P Way v e

Pennine o r e 473 241 Lodge Post 375 i Sheffield Trail

a Crosspool 392,394,TP Way Fearfall r Cutthroat University R Hawk Green k C Office o Aughton Handsworth t Trans a R 62,358 Stepping F Thornsett 61, Wood Bridge 150 h n i 62 241 e o v 241 242 Pennine a r Rivelin Dams 51 r Hill e e 61 242 l s r Hayfield 200 241 242 21 Trail 21 Hazel Grove t G 62 Edale L 62 o Birch Village a 50 25 394 y Sett Valley 62 61 dy Ladybower To Dinnington C167 t C264 C3 C4bo C551 51 C6215 C753 C8 C9 Vale w Hunters Trail Ri er R Reservoir Richmond Aston 25 358 358 ve 200 eservoir S 99 Swallownest To 199 r Nether Wyming Bar u New N A p oe Upper 89 ,222 e Manchester 394 Brook 65,84,214, rt Manor Top 251 TP Booth ra 28 28 Mills Booth 241,242 252 m 199 Stanage Edge 240,272,284 Woodhouse TP NEW MILLS 200 Edale 373,473 285 Newfield Green 150 108 60 High 62 68,173,174 Bents 21 392 Lane Disley 260 Redmires 84 284 50 21 Todwick Middlewood Barber 200,242,260 Reservoirs Green 218 Heeley 53 l Ecclesall 25 a 200 Booth 272,276,373 89A,222 293 99 28 n Newtown 284284 150 251 a 260 73 84 252 Hackenthorpe C Blue John 68,1 241,242 Dennis 84 Ringinglow 242 84 Poynton d Cavern 200, Gleadless l 74, 276,373 Knoll Herdings 1,271 e 1 6,373 Burbage Bridge 21,271 2 271 i ,27 Birley 73 f 272 Hope 473 Parkhead Park 28 Rother Valley s 60,61 Mam Nick Treak Cliff 284 (Fiddler’s Elbow) Millhouses Supertram 251,252 Kiveton 392 e Woodseats Moor Wales l Cavern Hope 174,24 253,271 Country Park c 64,67 Furness 2 284 65,84 271 c Park Goyt Way 72,276,373 222 Whirlow 271 a 2 21 199,TP Vale 200 214 43,44,89 252

M Bamford 84 150 62 Castleton 181,242 21 150 150 25 189 Winnats Pass 200 R Stanage 215 High Lane 251,252 28 108 Bridgemont 190 260 68,173 iver Noe 240 253,285 50 73 271 251 392 189 190 Peak Peveril Brough (Hook’s Car) 272 727 53 253,271 50 Lyme 200 Castle 174 Marquis 293 252 99 70 271 271 Hall 63 Slackhall Cavern 89 A Norton 44 272 of Granby ,174,241 284 65 181 Halfway Killamarsh Norwood 67 TP TP 272,276,473 Ridgeway 21 252 271 271 276 214 Greenhill 253 Ridgeway Cottage 28 Stoneheads Whaley Bridge Hathersage Industry Centre 50 50 ,70,73 271 21/25 Woodall Thorpe Shireoaks Bagshawe 215 Batemoor 50,99 252,253 70 Harthill CHESHIRE Bradwell 284 Dore 53, 99 21/25 Salvin Chapel-en-le- Cavern A 240 44 Ford 50,53 150 21/25150 251 108 Horwich End 200 Hathersage 89 293 150 272 181 53, 99 70,73,252 251 251 D 392 Frith Townend 272 Bradway 99 ,253 High Firvale 9,77 D 64 Limestone 253 70 Moor Worksop Gritstone 60 67 Aston 252 99 28 271 62 190 Way Fox House 73 Westthorpe Way 190 68 253 50,99 Eckington 174 218 99,252 99 253 199 67 Peak Longshaw ,25 252, Kettleshulme 173 241 DRONFIELDTotley 293 14 3 Shallcross Chapel-en-le-Frith Forest Country 53 21 174 276 Dronfield Holmesdale 15 Marsh 70 Pott Shrigley 189,190 Barmoor Clough Park 253 253 Lane 150 61 473 Woodhouse Dronfield 15 Birk Hill 73 9 D1 D2 D3189 D4 D565 89A D614 D7252 Estate Renishaw D8 D9 Gosforth ECKINGTON 108 Dronfield Renishaw 77 392 Charles 199,TP 214 Longshaw 15 15 99 Hall 392 65,66 89 Head Fernilee 215,240 A 181 14 Middle 50 67 68,173 Owler Bar 89 181 53 Van Dyke Bollington Great F Handley 73 Whitwell 60 r 53 65 o 14 Trans Hotel 85 85 189 Hucklow Grindleford g 14,15,89 Hallowes Common 108 64 190 66 Bretton g Pennine 70 53,77 a 89 50 Whitwell 61 199 t Hundall 150 174 66 t 285 Trail 392 65 65 Museum 89A 727 14 Beightonfields 77 73 66 E 99 85 Bakestone 1 d Pennine 8, 43 73 60,64 Highwayman 199 Bridleway 6 g 44 Moor Hodthorpe Fernilee e Millthorpe Unstone Green 73 Midshires Reservoir TP Eyam 242 77 60 199 193 66 65,174 Barlow 293 New Hartington Mastin 77 150 Whitwell Way Upper 68 65 175 89 99 Barrow 77 64 68 65,66,67 66 214,215,240 A Commonside Cottages Moor 9 End Limestone 89 Whittington 170 70 85 77 Rainow Blue Boar 189 68,173 193 65,66 C Hill 73 150 Batham Way 174,193 Mires 65 241,276 u Old 170 77 190 Housley 174 174 r 181 70 b 25 47 77 150 Gate 66 473 a 44 Whittington 5 , 175 r 218 50 46 77 108 68 66 173 6 25 150 5, 4 Stoney E 293,727 99 7 70 73 BUXTON 67 6 7 74 d 89 Barlow 44 74 Staveley ,7 Creswell Errwood 199 190 68 ,1 174 1 170 6,70 9 392 64 73 Middleton g 14,25 4 60 68 189 1 Calver Sough e A 44 53 Chestnut Drive Reservoir Litton Wardlow 89 Church 43,44,50 53,77 Creswell 150 Brownedge TP Waterswallows CHESTERFIELD 80 Woodthorpe 85 44 99,170,242 77 Crags 65 44 70 CLOWNE85,150 Holbeck 47 77 Creswell B Four Lane Elmfields Hurdsfield 190 66 Cliff a 7 46 Stanfree Whittington 4 80 s Barber , 74 Walker 42,61,65,66,68,118 l 89A Ends 7 o 47 47 189 68 173 175 College Moor 7 77 46 53 77,150 58 68 w Lane 89 170 58 Barn R 170,177,185,186,189 68 193 66,174 80 73 9

i 173 215 E Linacre 14 85 Macclesfield v 174 d Inkersall

e 190,193,199,218,442 175,214 47 150 g Reservoirs Cutthorpe 25,43 80 r 241 Buxton e E 14 Ravenstor 240, 241 175 Newbold 44,50 46,47 80 E

G Tapton Goyt Valley 267,473 89 99,242 74, 77 46

o Baslow 58 58 65 Miller’s Holme Hall A 293,727 Norton Forest y 173 Old 89 Trans 47 53

t 65 Ri 60 66 68 218 66 Dale ver Wye Church Robin 170 Brimington 46 85 9 Cottage Brampton 170 70,74 Pennine 80 82 9 108 Poole’s Cavern & 170 68 Great Hood 14,95 Common Trail 122 42 170 Wigley 77 82 Business Park 9 150 Forest Adventure Topley 193 173 Longstone Royal 80 New 82 Woodlands 23 14 58 170 170 Chesterfield 84,85 BOLSOVER 14 241 83,85 Cat & Fiddle Ladmanlow Pike 193 240 Baslow Chatsworth Ashgate Hospital Arkwright 23B Langley Bridleway 82 108 177 Pennine 173 218 170 Chesterfield 46 Cuckney 150 170 193 175 Nether End Park 66 Hospice 66 66 82 82 82 E1 E2 E3442 193 E4 E5214 170 ,17 E6Wadshelf 170 E783 Markham E883 E9Creswell 170,193 0 Bolsover 58 Monsal 215 Pilsley 214 ,27 170 85 46,82 46 73 Langwith TP Midshires TP 6 Belmont Brampton 48 83,85 Vale 218,TP 193 Head 241 181 473 Bole Hill 9 Road Sutton Way 276 47 Harpur 42 TP 218 173 66 25,50, 48 17 Langwith Lane 442 58 173 58,473 170 276 New Bolsover Nether 9 14 Macclesfield Hill 177 170 80 D5 48 82 Chatsworth House 25 80 63 48 83 83 23,23B Langwith Ends Forest TP 218 Ashford-in- 50 48 Carr 83 Burlow 177 58,170 48 Hillstown 82,122 9

TP TP 170,218 the-Water 58,170 Sutton Vale 82 , R 185,186 193 TP 17 Calow Sutton Monsal 215 63 i 82,83 82 12 170,173 214,215 80 v Scarsdale 193 177,218,TP Trail 80 Walton e Green Spring Brierlow 473 r Hall 53 Langwith Junction 177 177 Chesterfield Hospital R Wood 118 193 Bar 25,50 o 96 73 177 Walton t D5 Gritstone 214 h 119 Sutton 53,73 53 82 82 Church 442 42 terminating: e 12 Way BAKEWELL 215 Church 95 r Scarsdale Palterton 122 122 58 177 Old House Calton Lees 17,43,44,46,51,54,63 PRO 23 Flagg Sheldon Museum 97 51 23B 108 193 Sterndale Bakewell 66,70,74,77,82,83,85 98 Temple 48 Stockley Warsop 442 177 89,89A,95,96,97,98,99 RA 54 Normanton Trail 23 12 Warsop Quarnford Moor 449 6·1,170,171,172 t 17 23B n 95 95 Country D5 Heath 9 e 119,170,242,273,276 63 Shirebrook Vale (Travellers Rest) 178 178 173,175,177,178 Stone 48 ,73 12 Pomeroy w Park D5 119 73 n 12 177 Shutts r 293,727,D5,PRO,RA Church e 177 6·1 240,241,449,D1 e Edge Five Pits 96 48,73 ed Limestone D 95 53 M Rive Earl 58 177 Lane also calling: 95 119 119 48 r r Dov 171 r 97 Trail 73 12 e e e Sterndale 42 Way 14,25,50,80 PRO SHIREBROOKv 178 178 v 214 98 12 i 172 i 73 73 D5 58 R 51 Grassmoor R 442 R 97 119 PRO PRO PRO Hollinsclough 181 iv 215 Deerlands 98 97,98 119 High Peak 449 178 449 e 23 442 214 r Road Holmewood Doe Spion Kop Trail 58 177 177 178 Over Wye South 95 97 54 Alma Bramley 73 B 58 178 D1 6·1 214 98 119 Lea New 23 Gradbach Haddon D1TP Chesterfield RA Estate Vale 73 Dane TP Rowsley R 51 54 Williamthorpe Houghton r i Way F Bosley ve 456 v 17 D5 F i e Old Tupton 97 73 96 Reservoir R 171 r 63 PRO 53 Trail 9 Lim Caudwells 6·1 98 Mill D5 Bosley 118 42 esto Lathkill Dale 172 Mill A ne W 171 m 96,97 Green 12 443 a 181 214 b CLAY 449 y 181 51 Pleasley Longnor 442 er Rowthorne Stanton in 215 RA North Wingfield Church Barrow Moor D1 241 Hardwick Trail D5 443 456 Peak 54 Hardwick 23 TP Kelstedge Holmgate Lower Hall B 442 181 CROSS 73 Herb Old Hall Upper 23 F1 F2 F3442 F4 F5Darley Dale F6 F7Estate 98 Pilsley F853 F9 Winking 456 456 Peak 63 64 241 Garden Pleasley D5 Man 456 Post Office 96 Newtown Parsley 171,181 Rail Hardstoft PRO 108 172 Darley Dale 54,63,64 97 Woodhouse 456 Hay Institute 63 241 Mansfield Woodhouse Littlemoor 73,150,241 51 96 23B 23 118 181 Middleton by 172 M3 64 53 17 96 D5 9 Rushton 443 P E 42 Youlgreave Hackney 64 Pilsley Five Pits A 171 172 98 PRO 12 Spencer 456 K 449 6·1 Milltown 63 150 Trail Teversal Westfield Lane D Red 172 MATLOCK RA Trails I B 442 S T Darley Bridge House 214 M3 64 Teversal 23 456 R I 215 64,110,111 97 1 456 C T Carriage Woolley 63 241 Mansfield N A T ION A L P A R K D1 112,140,141 241 1 241 241 Museum Moor 64 Stretton 96 ·3 Sheen 171 TP 150,172,215 63 9 ,9 1,9·1,9·2,9·3,12 172 Wensley 163 2 C Mansfield 42 241 · ,B Reapsmoor 64 64 ,9 0 B 171,181,405 98 Stanton Hill Kings Mill ·1 9 23,23 ,53,90 442 Elton Ogston 98 ,9,9 ,2 Upper 241 241 Hospital 1 41 241,290,BC Newhaven 172 Matlock Tansley Reservoir 150 90,2 Hulme Mermaid 456 Hartington 449 97 98 442 6·1,110,111 Post Office RA Mickley ‘Corner Pin’ 1 Tittesworth 456 Heathcote 112,140,141 Estate Morton 1 241 Carsic D5 456 442 42 D1,M2 ,TP 150 163 150 96 Reservoir Matlock Stonebroom 97 Estate 1,9·1,9·2,9·3,90 PRO 405 442 442 163 150 98 241 42 Trail Matlock 163 98 97 241,290,BC 456 449 98 Newton 1 Blackshaw 456 5,442,456 Green Tansley Higham RA Stonebroom 99 Moor 445 40 214 150 97 98 Biggin Dethick Estate Blackwell 1 Rudyard 456 Hulme M2 97,98 96 99 Sutton-in- 90 Reservoir Bonsall Matlock Common RA Hotel 290 Sutton Upper End Starkholmes 150 99 Fulwood Ashfield BC 118 Bath 99 Junction Elkstone Warslow Heights of 150 150 Industrial 9·1 G 443 Thorncliffe 456 Lead Hallfield 99 9·2 G 405 calling: 442 42 Abraham Mining Museum Common 163 99 Estate 90 445 R Upper Town Lower 456 405 i Gullivers Gate Westhouses 99 Sutton d v Wessington Fulwood 456 l e End 97,98 1 ,99 Parkway 290 Elkstone o r M2 Kingdom Cromford 9·1,9·2 D5 f 42 M2 96 South i D 442 Masson 140 Lea 150 9·1 BC 108 n ov 140 Lea 150,RA 9·3 PRO 405,443 445 a e 140 Normanton 9·2 405 449 Mill 141 141 Moor 445,456 M Cromford 163 141 1,1 ,96,97 140 r Glory Mine 9·1,9·2 290 Coxmoor Estate e Mill 163 Designer Kirkby Butterton v 98,99,148 1,96 142 331 BC Leek i 42 Cromford 163 99,331 90,290 To G1 G2 G3R G4 G5 G6D1 Holloway G797,98 Alfreton G8Outlet Cross 90 G9 152,331,H1 Moorlands 405 405 TP Birches Lane 150,RA Middleton Lea 140 9·1,9·2,9·3 South Kirkby Hospital Manifold 405 142 142 99,331 290 Alsop Moor 14 Bridge 141 Alfreton Normanton 9·3 9·3 Kirkby-in- Trail 443 443 6·1 1 ,2 High Peak C Tramway 150 150 9·1,9·2 High Peak 6· Black ro Oakerthorpe 90 405 Alstonefield 449 m Village South 9·3,99,140 Common 9·3 Robin Ashfield Trail Rise End Rocks Junction fo 14 142,331 Hood Line 118 Onecote 6·1 rd 0,1 405 443 Alsop-en-le-Dale Wingfield 42 Pinxton Pinxton Toll Bar Wetton 42 ,405 6 C ,1 90 Middleton Top · National 5 1 1 110 a 144 0 BC 443,449 1 n Church Engine Museum 1 331 Bradnop ,1 Stone Centre a Lode Mill 449 ,2 1 111 140,150 Lower Bentinck 1 0 l 142 Limestone Way 4 140 140,148 405 443 110 112 152 Birchwood 152 90 Colliery Annesley Newton Wingfield 152 290 House 111 Heritage 144 Crich Somercotes 405 Whatstandwell Manor r RA 331 108 110 Centre R e 152 Grindon b 111 iv 90 42 111 e 141 m 290 405 6·1 Wirksworth r Leabrooks 405 110 A Swanwick BC 442 D 142 1 1 331 6·1 e 111 214 r ·2 90 Pye Bridge 118 r ,9 ALFRETON90 42 443 e 9·1 1 290 Sherwood 111 w v 148 Hopton i 3,90 443 110 e 9· H1 Park R 1 Selston 449 Tissington n Pentrich 9·1 Riddings 449 42 Millers Shining t Fritchley 9·2,9·3 Selston Common Trail 144 148 1 ,90 Bottom 442, 443,449 Green Cliff Bull Buckland 90,140 290 To Hanley Manifold Tissington 111 D1 Centre H1 90 House 110 143,144 Hollow RA 1 108 Trail Village 110 Carsington Bridge ,D1 111, TP Hammersmith Jacksdale 331 405 Tissington Gates 112 Water Ridgeway Butterley 1 Midshires 3 BC Carsington 6·1 Way 142 ,14 290 Waterfall 42 14 4,D1 141 Lower Winkhill Water 112 Heage 108 42 443 112 Nether 142 Hartshay Golden Westwood 405 442 449 110 Windmill Ripley 1 290 H 405 42 111 110 112 Heage Valley 1,1A,6·2,6·3 H Ilam 443 Kirk Heage Fenny Ecclesbourne 1A H1 90,141,143 New 112 Ireton 142 141 1,148 RIPLEY Underwood Valley 1 Calton 449 Dog & Bentley 143 Ridgeway 6·2 Ripley 140,144,147 Brinsley Thorpe Railway ,6·3 148 BC Waterhouses Partridge Belper -on-the-Hill 14 O 1,290 TP 1 l 108 d 112 6·2 6·3 148 Codnor Lane End 142 148 C Broad Lane Cauldon 112 a 331 112 6·2,6·3 n 108 6·4,6·x 113 A 1,H1 Broadholme 147 1 a H1 H2 H3 H4 H5Idridgehay H67·1,113 6·4 H7Crosshill H8l Brinsley H9 108 6·x Upper Waingroves 442 42 110 138,143 Far Laund 147 Marehay 1 443 111 112 6·2 Street 1,1A 1,AMB,BC 290 Cauldon Lowe Calton Four Lane Ends 6·1 6·1 147 Marehay R Mapleton 443 Lane H1 BC 331 iver Moor ASHBOURNE Blackbrook 9·1 Loscoe Aldercar To Hucknall Ch Denby urn 108 147 9·2,9·3 A Aldercar AMB et Swinscoe 42,108,109,110 Shottle 147,RA Common 1 D.H. Lawrence Moorgreen Hulland Gate 6·1 A School A Wardlow 108 111,112,113,409 Belper Openwoodgate Denby 1,1 1 Museum 109 Ward Cowers Pottery 138 Turn 417,442,443 113 109 113 6·1 113 Langley Mill Eastwood Cross o’ th’ Lane Farnah 9·2,9·3 Street Lane End H1 331 AMB Ashbourne Hands 138 Sun 1 y Hulland Green 6·x RA 9·1 a 109 113 113 Babington 138 7·1 20,23 Inn 290 AMB W Bradley e 113 113 Bargate Denby Memorial 138 n Turnditch 1,27 Watnall o 108 Pastures 138 t NE ONE 7·1 Kilburn s Hanging Bridge 409 ,O Hazelwood 138 20 AMB,T1 e 138 23 Marlpool Giltbrook High im 409,ONE Hill Top HEANOR 331 108,417 AMB L Lower AMB 20 Spania ONE Mayfield ONE Holbrook 9·1,138 Ikea AMB 409 109 Milford Kilburn AMB H1 23 TWO Retail 27 Moor BC 1 Cotmanhay Park 409 BELPER 6·1,6·2 · A AMB AMB ,9 ,R ·x 3 Shipley Farm Kimberley Nuthall 6·3,6·4 6 · Horsley Horsley Smalley Clifton Holbrook ,9 417 2 TP · Woodhouse Dobholes Lane 27 27 1 409 Duffield 9 331 ove 7·1 T1 T1 er D Castle Community T1 Riv Osmaston Mugginton Shipley Cotmanhay Swingate 1,331 (NT) Park 23 AMB Smalley H1 Nutbrook 27 T1 To Nottingham J Coxbench Rose & Trail TWO J Ellastone 108 109 Wirksworth 17 7·1 23 417 417 Duffield 6·x Crown 13 ONE Road 9·2 13 14 Weston 9·1 59 13 Mapperley T1 Norbury 422 Underwood 17 AMB Stanley Shipley View NOTTINGHAMSHIRE Hall 9·3 Smalley Estate 27 409 RA Common Common BC 13 R Flaxholme 59 13 13,15,21 iv 59 Erewash Museum er C 9·2 BC Ilkeston hurnet Park Nook 7·1 AMB H1 59 59 27 59,IF,T1 J1 J2 J3 J4 J5 J6 J7BC J820 27 J9 109 Little Ednaston BC 59 Brailsford 6·1 Eaton Morley BC 423 417 59 14,21,23,IF 15,27 Denstone 417 6·2 Morley Moor BC TWO West 20 21 422 109 6·3 R BC 23 23 i ILKESTON R v Hallam 20 Balloon i 108 6·4,17 e Kirk Hallam v 417 109 r 59 e 20 TWO Wood D r ONE TP H1 Stanley 21 To 409 D e Cat & Fiddle o 417 422 r Nottingham v Hollington w Broomfield e Windmill Corporation 17 e 423 n Trowell 417 t IF Road 6·1,6·2 59 14 422 417 Kirk 20,21,23 E 6·3,6·4 BC r Langley Oakwood Dale Lane End e 422 422 Allestree 17 59 w 15 TP 7·1 (Windmill) a H1 Dale Abbey 14 s 20 Lane End h Thurvaston 108 Duffield 9·1 20 4,21,CE Langley 109 C 21 RA,TP 409 ONE Road 9·2 Oakwood a 21 To Nottingham

422 n 422 Common IF M Stanton

9·3 a University l i 423 6·x l 423 Great d by Dale Bramcote a

Long Lane AMB s n

BC h Kedleston 17 RA a

417 Longford i Marston Cubley 422 C r Mackworth Road e Radbourne n Montgomery 417 County Cricket s 14 4 14 4 9 E 20 o 422 ,C t 417 Common 108 1 2 Ground Chaddesden 5 s Dalbury Lees 422 e 422 W 1 Stapleford Ashbourne O ay , e BC,IG 4 ONE 3 4,9, Chaddesden 4 B Road 14 4 4 Lane End Ockbrook Mackworth IF 9 IF RA To Nottingham 417 423 RA 4 K 409 417 Estate V1 Derby TPX17 9 4 TP K 423 V2 V3 (see below for details) IGO 9 4 14,CE LONG Kingsway DERBY X38 Risley IGO London Road 15 E R r Uttoxeter Road Community iv e LEX er IGO w Great side 9 V3 Path TP a Spath Northern University Royal X17 9 RA Briar Gate s 16,LEX V1 4 h EATON ( 73 Spondon IGO X17 Greenway V2 Royal Crown River D 15 C Attenborough e a 1 Campus) SKY rw Borrowash 4 Long 409 423 Burton Derby Works e IGO n K1 K2 K3 K4 K5 K6423 K7nt K8a K9 & Museum 1 Church Mickleover Road 9,X17 l Eaton Attenborough Broughton V1 IGO 423 Littleover Peartree 61 IGO Nature Reserve Doveridge V1 X38 IGO LEX 423 V2 423 V1 Derby City Centre 70 LEX Sutton on Burnaston Ri IGO Uttoxeter & Country Park ver 16,IGO 1 the Hill 423 Lane End terminating: 4,6·1,6·2,6·3 De 1,409 Allenton rwent Draycott 16 LEX 16 6·4,6·x,7·1,9,9·1,9·2,9·3 Wharfedale Road Uttoxeter V3 17,59,61,70,73,108,109,422 73 423,AMB,BC,H1,IF,IGO,ONE SKY Draycott Road Estate Long Museum of Childhood 1 Foston SKY,V1,V2,V3,X17,X38 61 Eaton also calling: RA,TP To Nottingham River Sudbury V2 70 15,IGO Dove LEX Sawley 1 Salt Box V1 V2 V2 Places of interest SKY 1 Cathedral Shelton Lock Cafe X38 V3 V1 2 Industrial Museum 61 73 3 Assembly Rooms 70 Shardlow 1 Hilton Findern 4 Museum & Art Gallery V1 V2 SKY Midshires STAFFORDSHIRE Tutbury 61 61 IGO Way & Hatton Derby 70 Hatton V3 Canal Aston-on-Trent r X38 Tre Trail l a Tutbury V2 nt & Mers na o ey Canal 61 S Ca Castle y Tutbury Common V2 70,V3 70 se IGO 73 er r

V3 M t e L 1 n SKY L & e v Willington i

70 t Tr n R V2 V3 Twyford Barrow-on- 61 re er 61 T iv 1 V1 Egginton V2 Trent M R IGO Ri e SKY V3 ve l V1 X38 r Tr b V2 ent o Weston-on-Trent Rolleston 3 u Stanton-by-Bridge r Clay n 73 Castle Donington 1 e

Mills R SKY V1,V2 L1 L2 L3 L4 L53 ,V1 L6 L7a L8 L9 1 3 i IGO 61 l IGO Kegworth V3 King’s w a SKY East IGO 3 Newton y Donington Park T Race Track and Pegasus Stretton r Midlands a 3 i Motor Museum Park 61 l DHL IGO .SKY Airport Beam Hill V1 1 Newton Solney Sutton Bonington V2 X38 V3 61 Melbourne SKY SKY 3 Horninglow 21 Melbourne 1 V1 X38 Reservoir Diseworth 3,3A,21 Queens 21 V2 61 Hall 3 V1 X38 V2 3A 3,3A, 21 21 V3 Long Whatton 3 1 SKY 3A A 3 1,9 ,20 Burton on S o Trent A Abbey IGO a 21,22,V1 3 61 SKY r N V2,V3,X38 9A a A v 9,20 3,3 ,9 i Burton Staunton g A l 21,22 9 9 a

a Harold Hathern ti n on Trent a Brizlincote Stanhope Reservoir o C n y Branston e IGO 9 ers 21 20 3 SKY M M 9 3A M & 22 t 9 A SWADLINCOTEHartshorne 3 n 9 Newhall Staunton M1 to London re 3A Midway To Loughborough T 9A 61 Harold 21 20 Stanton 9 Salisbury 61 Hall 20 3 22 21 Drive 3 20 61 9 ,20 9 M1 M2 M3 M4 M5Swadlincote M661 Goseley Estate M7 M8 M9 22 3A,61 Key terminating: 21 21 3,3A,20 22 3 21 Woodville Boundary 21,22,61 22 3 3 21 180 22 Cadley 21 Bus routes hourly or better* Long distance trail also calling: Hill 9A 9 8,9,9A 9 Albert Bus routes 4-5 journeys 173 River/Canal Walton on Trent 22 21 Village Forestry 3 21 or better* 9A Castle and Derby City boundary Centre Coton Park 3 21 Museum 276 22 9 Infrequent bus service* t 22 9 9 n 21 Coleorton County boundary e r Rosliston 22 221 T Linton Norris Seasonal only service 3 9A Ashby-de- Peak Park (within Derbyshire) Hill A r 9 9 Certain journeys only e 21 la-Zouch Swannington v Conkers i 3 A Peak Park (outside Derbyshire) R 22 9 3 21 9 Route terminus 156 9A Moira Place of interest Abbey 22 Routes operate in A 3 A direction of arrow Tourist Information Centre Coton-in-the-Elms 9 9 9A 3 Rail line and station Hospital 3 9A Coalville N 9,9A N 3 Supertram Cycle hire centre 3 Tourist railway Youth Hostel 3 Oakthorpe 3 * Weekday daytime frequency See local guides for full details of Netherseal all services in this area N1 N2 N3 N4 N5 N6Measham N7 N8 N9 3 Kilometres 0 12345678 Kilometres

Miles 0 1 2 3 4 5 Miles Produced by 27.4.10 www.fwt.co.uk

123456789