Appendix 10 Transport Statement

Appendices

APPENDIX 10

TRANSPORT STATEMENT

Gainsborough Oilfield June 2012

12 Oxford Street Nottingham NG1 5BG T: 0115 840 2227 F: 0115 840 2228 info@bsp‐consulting.co.uk www.bsp‐consulting.co.uk Gainsborough Oilfield

Transport Statement On behalf of Island Gas Ltd

12170 May 2012

Breakwell Sumner Partnership Ltd is registered in England and Wales No. 3669014 Registered Office: 12 Oxford Street, Nottingham. NG1 5BG BSP Consulting MWR/12170 Gainsborough Oilfield Transport Statement CONTENTS Page No. Contents Page 1 1.0 Introduction 2 2.0 Existing Conditions 2 3.0 Sustainable Accessibility 8 4.0 Highway Assessment 10 5.0 Safety Considerations and Accident Analysis 12 6.0 Environmental Impact Issues 16 7.0 Conclusions 17

APPENDICES

Appendix A Oilfield Location - Drawing Nr. GBHO- 01A Wellsite Locations – Drawing Nr. GBHO-02A Existing Signage at the Site Access – Drawing Nr. GBH5-13A Appendix B Bus Services Appendix C Summary Table of Traffic Flows Visibility Calculator Sheet Automatic Traffic Count Data, A631 East of Wellsite 5 Access Appendix D PICADY Assessments Appendix E Accident Data

1 BSP Consulting MWR/12170 Gainsborough Oilfield Transport Statement 1.0 Introduction

1.1 BSP Consulting has been commissioned to prepare a Transport Statement on behalf of Island Gas Limited in respect of a planning application relating to well sites 5, 8, 11, 36, 41 and 59 of the Gainsborough Oilfield. The oilfield extends to the east and west of the River Trent and lies within Lincolnshire and Nottinghamshire respectively, however, the current application only covers the above sites which lie within Nottinghamshire.

1.2 The Gainsborough Oilfield is situated in part beneath the town of Gainsborough and part beneath the land forming Beckingham Marshes. The Gainsborough field commenced production in 1959 and is one of the larger onshore oilfields when the combined structure of Gainsborough and Beckingham fields are taken into account.

1.3 For the purposes of this report, reference to ‘the Oilfield’ should be taken as meaning those parts of the field lying to the west of the River Trent which comprise of wellsites 5, 8, 11, 36, 41 and 59.

2.0 Existing Conditions

Local Highway Network 2.1 Access to the operational centre at Wellsite 5 is off the A631, just over half a kilometre west of the outskirts of Gainsborough. The A631 runs between Bawtry (and on to the A1) and Beckingham in the west, through Gainsborough, joining with the A15 at Caenby Corner. From here, the A15 runs north to the M180, or south to the A46 at Lincoln.

Wellsite Locations 2.2 The well sites are situated on the western bank of the River Trent, 500m west of the centre of Gainsborough and some 2km southeast of Beckingham. The oilfield consists of five outlying well sites, which are connected to a Gathering Centre (Well Site 5) by means of underground pipelines. Well sites 5, 8, 11

2 BSP Consulting MWR/12170 Gainsborough Oilfield Transport Statement and 41 are located to the north of the A631, with sites 36 and 59 located to the south of the road. The location of the sites is shown on drawing numbers GBHO- 01A and GBHO-02A, located in Appendix A.

Wellsite 5 2.3 Wellsite 5 lies approximately 300m to the north of the A631 and 175m to the west of the River Trent. The site is accessed by a private metalled road running north from the A631, which is gated near to the main road. The access road also serves as access to sites 8, 11 and 41.

2.4 Wellsite 5 is the operational centre for the Gainsborough and Beckingham fields (along with other outlying fields), and there is also a well on this site. A key operation at Wellsite 5 is the separation of oil, gas and water prior to the oil being transported to the oil refinery at Immingham. The Gainsborough and Beckingham oilfields are connected to Wellsite 5 by a system of underground pipelines which deliver produced fluids, consisting of a mixture of oil, gas and water to the plant. The produced fluids from the outlying fields are delivered by road tanker.

2.5 The majority of the gas separated from the produced fluids at Wellsite 5 is transferred to Gainsborough Wellsite 1 on Corringham Road Industrial Estate by underground pipeline, where it is used to produce electricity.

2.6 Water which is extracted from the mixture during the oil/gas separation process is pumped to Wellsite 11 where it is re-injected into the reservoir to maintain reservoir pressure.

2.7 The buildings at Wellsite 5 consist of a small office complex together with numerous smaller buildings which house electrical equipment and serve as workshops and stores etc.

Wellsite 8 2.8 Wellsite 8 is located approximately 100m north of the A631, accessed via a track from the main site access. All produced fluids are transported to Wellsite

3 BSP Consulting MWR/12170 Gainsborough Oilfield Transport Statement 5 by an underground pipeline.

Wellsite 11 2.9 Wellsite 11 is located approximately 700m north of the A631, and is accessed from a track which joins a roadway running along the eastern bank of the Beckingham Main Drain. This roadway connects to Old Trent Road to the north and to the main access serving Wellsite 5 to the south. This site includes an active water re-injection well.

Wellsite 36 2.10 Wellsite 36 is located approximately 50m to the south of the A631, and is accessed via an access road running south from the A631. The site is used for oilfield monitoring purposes.

Wellsite 41 2.11 Wellsite 41 is situated approximately 400m to the north of the A631, being accessed by the main access road which runs north from the A631 and then west from Wellsite 5. Wellsite 41 is an active site, with all produced fluids being transported to Wellsite 5 by underground pipeline. Minor amounts of gas produced by the field at Wellsite 5 are piped to Wellsite 41 and vented via a stack.

Wellsite 59 2.12 Wellsite 59 is located approximately 100m south of the A631, with access provided via the access road to the south of the A631 which runs past Wellsite 36. This site is used for oilfield monitoring purposes.

Oilfield Operations 2.13 Oil is currently extracted from the Wellsites 5, 8 and 41. Oil is brought to the surface by use of beam pumps, commonly known as nodding donkeys. The nodding donkeys operate 24 hours a day, 365 days a year apart from routine or breakdown maintenance. The oil mixture is pumped to Wellsite 5 by pipelines.

2.14 Rainwater which is collected in concrete well cellars surrounding the well

4 BSP Consulting MWR/12170 Gainsborough Oilfield Transport Statement heads is collected and periodically pumped to road tanker for transport to Wellsite 5 for processing. No trade effluent or trade effluent drains exist on any of the sites, and all waste materials are removed and transported to Wellsite 5 for appropriate processing and recovery or disposal.

2.15 Wellsite 11 is used as a re-injection well for fluids either processed or produced as part of the separation process at Wellsite 5, whereas Wellsites 36 and 59 are used for oilfield monitoring pruposes.

2.16 The wellsites are unmanned, however those in production receive regular, scheduled visits, whilst sites not producing receive less frequent scheduled monitoring visits. Security fencing is provided at each of the sites, although gates are provided sufficient to allow HGV access to each wellsite.

2.17 Wellsite 5 is the operational centre for a number of oil fields in the East Midlands, and hence it is manned 24 hours per day, 365 days per year. Normal staffing hours are between 0700 and 1700 Monday to Friday and 0700 to 1300 Saturday, with reduced staff outside of these hours to deal with maintenance issues as they arise.

2.18 As all produced fluids are transported between wellsites by underground pipelines, vehicle movements associated with the sites, with the exception of Wellsite 5, are restricted to general maintenance and routine inspection visits.

2.19 Wellsite 5 is the gathering centre for the Gainsborough and Beckingham oilfields, however, as produced fluids from these sites are transported to Wellsite 5 via pipeline, road tanker movements are only generated by deliveries of produced fluids from outlying oilfields and exports of oil to the refinery at Immingham. On average this would consist of 24 tanker movements per day (i.e. 12 trips in and 12 trips out per day).

2.20 In addition to the oil tanker movements above, there will be an additional 20 HGV movements (i.e. 10 trips in and 10 trips out) per 5½ day week, associated with movement of produced water from and to wellsites, suction

5 BSP Consulting MWR/12170 Gainsborough Oilfield Transport Statement tankers cleaning sumps and tank bunds and HGV’s supplying maintenance materials.

2.21 Wellsite 5 is also the base for maintenance staff and operations managers, and trips associated with this equate to around 50 movements per day (i.e. 25 trips in and 25 trips out per day). Trips to and from Wellsite 5 will be significantly lower on Saturday afternoons, Sundays and bank holidays, when trips would be confined to essential safety maintenance, essential oil movements and inspections to ensure that the plant is operating safely and correctly.

2.22 On an average 10 hour working weekday (0700 to 1700), the anticipated number of trips to and from Wellsite 5 would be as follows:

Table 1: Vehicular Movements at Wellsite 5

Type of Movement Number of Trips Type of Vehicle Per Day Cars and light goods Staff and Managers 50 vehicles Oil tanker 24 HGV movements Other tanker 4 (i.e. 20/5.5 = 3.6) HGV movements

2.23 At other wellsites, traffic movements are very low, and are associated with general inspection and maintenance visits (it should also be noted that not all of the above staff trips are to and from the A631, as some of the movements take place between Wellsite 5 and Wellsites 8 and 41, which are on local access tracks only). This would typically consist of two light van visits per day for active sites and one visit per day for non-producing sites. In addition, there would be on average one tanker visit the operational sites twice per month to clean out the site sumps associated with the well cellars.

2.24 Major maintenance at wellsites would include activities such as the repair of rods or tubing, or the repair of the bottom hole pump, and this would involve a workover rig being brought to the site along with support vehicles. This major maintenance work typically takes around 5 days, and would also generate

6 BSP Consulting MWR/12170 Gainsborough Oilfield Transport Statement around 5 workover crew trips to and from the site each day.

Site Access Arrangements 2.25 The site is accessed by a private metalled roadway, known as Ramper Road, running north from the A631, which is secured by a security gate close to its junction with the public highway. This road serves as the main access point to the oilfield, also allowing access to sites 8, 11 and 41. The site itself is secured by green palisade fencing to a height of 2.4m, with gates along the western boundary offering access to HGVs.

2.26 The junction of the site access road with the A631 is shown on the aerial photograph below.

2.27 The A631 varies in width along this section of highway, generally between around 6.5m and 7.5m at the bend, and is subject to a 50mph speed limit. Existing signage to the oil depot is located immediately opposite the access, and advanced oil depot signs together with ‘reduce speed’ warning signs (due to the bend) are positioned either side of the access as shown on drawing number GBH5-13A in Appendix A. Due to the position of the access on the

7 BSP Consulting MWR/12170 Gainsborough Oilfield Transport Statement outside of the bend, visibility at the egress is good. The traffic count carried out adjacent to the site access (see Section 4.0) recorded 85th percentile vehicle speeds of approximately 45mph, which results in a visibility splay requirement of between 95m and 123m in line with DMRB factors using the equation set out in the Manual for Streets (see Appendix C for calculations). These visibility splays can easily be achieved at a 4.5m set back distance at the site access.

3.0 Sustainable Accessibility

Walking and Cycling 3.1 Due to the location of the site, the key mode of sustainable travel associated with the site is car sharing. A number of employees already car share, and this is encouraged by the employer.

3.2 A combined footway/cycleway exists along the northern edge of the A631, providing pedestrian and cycle access between the site and Gainsborough. The footway/cycleway extends along the A631, with the footway continuing over the River Trent to the signal crossroads junction with Bridge Street and beyond. The walking distance between Wellsite 5 and Gainsborough west is less than 1km away, and hence could be an attractive mode of travel.

3.3 Gainsborough and Beckingham are less than 5km away and hence cycling could also be an attractive mode of travel for some employees.

Bus Services 3.4 There are three bus services that operate along the A631 and pass the Ramper Road site access junction. The most frequent services are the 95 and 96/97/97A services run by stagecoach, which operate an hourly service Monday to Saturday. Collectively, these 2 services provide a half-hourly service past the Oilfields site on weekdays. Yourbus offer a less frequent service, which only operates four times daily Monday to Friday. A summary of the services operating past the site access are shown on Table 2 and

8 BSP Consulting MWR/12170 Gainsborough Oilfield Transport Statement printouts of bus timetables can be viewed in Appendix B.

Table 2: Local Bus Services

Service No. (Bus Route Days Times Frequency Operator) Mon – 0732Sch – Gainsborough – Sat 1730 Retford 95 Sun No service Hourly Stagecoach Mon – Retford – 0850 – 1845 Sat Gainsborough Sun No service Mon – 0635 - 1850 Gainsborough – Sat Retford 96/97/97A Sun No service Hourly Stagecoach Mon – 0733 - 1850 Retford – Sat Gainsborough Sun No service Mon – 0758 only Gainsborough – Fri Retford Sat No service 95 Sun No service 4 times daily Mon to Yourbus Mon – Fri. 0650 - 1742 Retford – Fri Gainsborough Sat No service Sun No service

3.5 It is unlikely that visitors and staff at the oil field site will use the Yourbus services due to its infrequency aimed at school trips. However, the services run by stagecoach are considered to offer a sufficient service for meeting the needs of employees who live in Retford, Beckingham and Gainsborough en- route. Although there are no bus stop facilities close the site access, there is considered to be sufficient space for a PSV to pull-up at the site access to pick up ‘hail and ride’ passengers.

Rail Services 3.6 It is unlikely that rail travel will contribute towards a significant number of staff and visitor trips, given the semi-rural location of the site. Having said this, there is scope for rail travel to contribute to medium to long distance multi-modal trips using the aforementioned No. 96 Stagecoach bus service,

9 BSP Consulting MWR/12170 Gainsborough Oilfield Transport Statement which can provide access to and from bus stops on King Street/Bridge Road, just a 15 minute walk from Gainsborough Lea Road Station.

3.7 Monday to Friday the Sheffield to Lincoln Line offers an hourly westbound service to Sheffield and eastbound to Lincoln Central. The frequency is reduced to every 2 hours on Sundays. On the Doncaster to Lincoln Line there are 5 East Midlands Trains per day Monday to Saturday direct to Doncaster northbound and Lincoln Central southbound with some trains extending to Peterborough.

4.0 Highway Assessment

Traffic Count Data and Base Flows 4.1 In order to establish the existing traffic flows on the A631, an automatic traffic count was undertaken immediately to the east of the site access. This count was carried out during the week of Wednesday 28th March 2012 and the data is included in Appendix C. The results of the survey have been summarised and are shown on the summary table in Appendix C.

4.2 The traffic flows associated with site traffic have been summarised in Table 1 above, and indicate that there will be around 50 cars/light van trips per day and up to 28 HGV trips per day travelling to and from Wellsite 5.

4.3 Although the general working day for the oilfield is 7am to 5pm, the majority of staff work between 8am and 4pm. As the majority of staff will therefore be arriving for an 8am start, and will leave after a 4pm finish, the peak hours for the development will therefore be 7-8am and 4-5pm.

4.4 There will be in the order of 10 staff and managers trips arriving during the AM peak hour and leaving during the PM peak hour, and on average there could be 2 HGV’s arriving and leaving during the peak hours. In addition to this, there would be 3 monitoring trips per hour, based on a 10 hour working day, and hence as a worst case scenario, we have also included 3 monitoring trips in the peak hours. On average, there are therefore in the order of 17

10 BSP Consulting MWR/12170 Gainsborough Oilfield Transport Statement vehicular trips generated by the existing operations during the AM and PM peak hours, and this traffic is shown on the table in Appendix C.

4.5 It can be seen from the summary sheet in Appendix C that the existing operational traffic accounts for around 1.4% of the traffic flows at the site access junction during the AM peak hour and around 1.0% of traffic during the PM peak hour. The IHT guidelines have now been superseded by the DoT publication ‘Guidance on Transport Assessment’ dated March 2007. In this later guidance, it states that ‘In congested areas, the percentage traffic impact that is considered significant or detrimental to the network may be relatively low (possibly below the average daily variation in flow), and should have been determined in discussions with the relevant highway authorities.’ I do not consider that this is a congested area. Notwithstanding this, it is generally recognised that the daily variation in traffic can be anything up to 10%. The percentages of traffic associated with the operations of the oilfield sites during the AM and PM peak hours are significantly less than this 10% threshold, and hence are considered to be insignificant when compared to the base traffic flows on the highway network. Looking at the daily amounts of traffic, there are around 18,500 trips at the site access junction with the A631 (trips mainly on the A631) and on average around 78 trips associated with the existing operations at the oilfield sites per day. The daily percentage of traffic trips related to the oilfield operations is therefore only around 0.4%.

4.6 In addition to the above, Guidance on Transport Assessment indicates that no Transport Statement or Transport Assessment is necessary for developments which generate less than 30 two-way movements per hour. As the oilfield sites generate less than this threshold amount (i.e. only up to around 17 trips per hour), then this confirms that the existing oilfield operations are insignificant in traffic terms.

4.7 Although the percentage of traffic associated with the oilfield operations is insignificant, for completeness, we have carried out a capacity assessment at the site access junction, and the results are shown on Table 3 below:

11 BSP Consulting MWR/12170 Gainsborough Oilfield Transport Statement 4.8 The capacity checks have been carried out using the TRL programme PICADY. The full results of the capacity assessments are included in Appendix D, and are summarised below.

Table 3: Capacity Results – Site Access Junction of Wellsite 5 on the A631

AM Peak (06:00-07:00) PM Peak (17:00-18:00) Year Max RFC Max Q Max RFC Max Q

2012 0.02 0 0.04 0

4.9 Priority junctions and roundabouts of the type assessed are normally considered to be operating at close to their available capacity when the ratio of flow to capacity (RFC) rises to 0.85 on the approaches. This is normally taken as the trigger for potential capacity based improvements.

4.10 The above results indicate that there will be a large amount of spare capacity at the access junction at 2012 during both the am and pm peak hours. As the operational traffic is not anticipated to increase, we consider that there will continue to be a large amount of spare capacity at the site access junction for the foreseeable future.

5.0 Safety Considerations & Accident Analysis

5.1 Personal Injury Accident records have been obtained from Nottinghamshire County Council and Lincolnshire Road Safety Partnership for the study area, which straddles the country boundaries of Nottinghamshire and Lincolnshire respectively. The accident data covers a period of 5 years from 2006 to 2011 and is included in Appendix E, and summarised below:

12 BSP Consulting MWR/12170 Gainsborough Oilfield Transport Statement Table 4: Summary of Accident Data

Accident Number of Accidents During the Year Junction/Link Severity 2006/7 2008 2009 2010 2011 Total West of the River Trent (Nottinghamshire) The Flood Road/A631 Slight - 1 2 - 2 5 Link (Section between Bar Serious 1 - - 1 1 3 Road Roundabout (West) Fatal - - - - - 0 and River Trent (East)) Total 1 1 2 1 3 8 Slight 1 2 1 2 - 6 A631/Bar Road/Station Serious - - - - - 0 Road Roundabout (at and within 50m of) Fatal - - - - - 0 Total 1 2 1 2 0 6 East of River Trent (Lincolnshire) Lea Road/Bridge Slight - 2 1 1 2 6 Street/Bridge Serious - - - - - 0 Road/Gainsborough Fatal - - - - - 0 Bridge Crossroads Total 0 2 1 1 2 6 Slight - - - 2 - 2 Serious - - - - - 0 Bridge Road Link Fatal - - - - - 0 Total 0 0 0 2 0 2 Slight 2 2 - 1 1 6 Bridge Road Roundabout Serious 1 - - - - 1 (at and within 50m of) Fatal - - - - - 0 Total 3 2 0 1 1 7 Totals: 5 7 4 7 6 29

5.2 During the five year period between 2006/7 and 2011/12, there were 29 accidents recorded within the study area. None of the recorded accidents were fatal, whilst 4 resulted in persons with serious injuries and the remaining 26 were classified as resulting in slight injuries.

5.3 A more detailed analysis of the accident records has been undertaken for each link and junction within the study area and is described below:

The Flood Road (A631) Link 5.4 Along this 2.5 km link there have been a total of 8 accidents across the 5 year period, including 3 accidents resulting in serious casualties. On further analysis of the serious accidents, it is it can be seen that these incidents did not occur at the same location.

13 BSP Consulting MWR/12170 Gainsborough Oilfield Transport Statement 5.5 The first ‘serious’ classed incident happened at 11.50 on Monday 27th August 2007 approximately 50m southeast of the Ramper Road access on the A631. The accident involved a motorcycle (> 500cc) and HGV (> 7.5tn). The movement of the vehicles and the impact characteristics suggest that the motorbike hit the rear side of the HGV, causing serious injury to the rider of the bike only.

5.6 The second serious accident happened at 19.30 on Thursday 30th September 2010, approximately 64m northwest of the A631 roundabout junction with the A620 Bar Road. This incident also involved two vehicles, a car and an LGV, although the latter did not suffer impact. The car however, collided head-on with an object off the highway resulting in serious injuries to the driver (male 23y/o) and slight injuries to the passenger (male 18y/o).

5.7 The third and final serious type personal injury accident on The Flood Road link happened on Monday 6th June 2011 at 16.50 at the entrance to the Trent Port Hotel. The incident involved a 50-125cc motorcycle and travelling northwest bound on the A631 and a car waiting to turn right into the Trent Port Hotel car park entrance. The impact description suggests that the motorcycle was ridden into the back of the car, which must have stopped suddenly to make the right turn. Two further accidents have been recorded at this location, but with slight injuries only.

5.8 In summary, there has been an average yearly rate of just 1.6 accidents along this link over the 5 year assessment period, which is not considered to present any specific concerns, given the nature of the highway network with 2 significant road bends. Furthermore, it can be concluded that there have been no accidents attributed to the location of, or movements to and from, the Gainsborough Oilfield Wellsite 5 access at Ramper Road/A631. This suggests that maintaining access to the oil wells site via Ramper Road will have no significant impact on highway safety and will continue to operate safely.

14 BSP Consulting MWR/12170 Gainsborough Oilfield Transport Statement A631/Bar Road/Station Road Roundabout 5.9 It can be seen from Table 3 above that there have been 6 accidents in the 5 year period at the A631/Bar Road/Station Road Roundabout junction located approximately 2km west of the oilfield access junction. All 6 incidents resulted in casualties with slight injuries only. Encouragingly, there were no accidents reported at this location in 2011 (the final year of the assessment period). It is not considered that an average of 1.2 accidents per year is high enough to warrant any specific accident remediation measures, and there does not appear to be any one dominant type of accident at this location.

Lea Road/Bridge Street/Bridge Road/Gainsborough Bridge Crossroads 5.10 This crossroad junction is located immediately east of Gainsborough Bridge and is controlled by automatic traffic signals. There have been a total of 6 accidents recorded at this location access over the 5 year period, all of which have resulted in slight personal injuries. It is clear from the causation factors that the majority of incidents at the crossroads were directly a result of drivers and pedestrians disobeying traffic signals and failing to look properly. The level of accidents at this junction is still considered low, and again, no safety improvements are deemed to be necessary.

Bridge Road Link 5.11 Just 2 accidents have been recorded along this link located between the former crossroads junction and Bridge Road Roundabout. Both incidents resulted in slight injuries to the casualties and could not have been prevented with highway improvements.

Bridge Road Roundabout 5.12 There have been 7 accidents recorded at this roundabout between December 2006 and December 2011. Six of the accidents resulted in slight personal injuries, whilst one involved a serious injury. The serious accident happened in 2006 and involved a pedestrian pushing a pedal cycle across the road from the nearside of a car, which they subsequently collided with. The remaining slight accidents can predominantly be attributed to shunt-type accidents where the rear driver is too close to the car in front. Given the scale and operation of this

15 BSP Consulting MWR/12170 Gainsborough Oilfield Transport Statement signalised roundabout junction, an average of 1.4 accidents is not considered significant and is unlikely to be impacted by the low amount of trips associated with the operations at Gainsborough Oilfields.

Conclusion of Accident Data 5.13 It can be concluded that the numbers of accidents recorded within the study area are relatively low across the 5 year assessment period. In addition to this, it is not anticipated that the ongoing operation of the Gainsborough oilfields site will have a detrimental impact on the safety of the junctions/links in the study area, as the amount of generated traffic is insignificant when compared to the base situation. In light of this, no highway safety improvement measures are considered necessary as a result of the continued operation of Gainsborough Oilfields via access at Ramper Road (access to Wellsite 5).

6.0 Environmental Impact Issues

6.1 In noise terms, an increase in noise levels is only noticeable to the human ear if it is greater than 3dB(A). For an increase of 3dB(A) to occur, traffic levels would need to double. At the site access, the amount of traffic associated with the operations of the oilfield sites is very low (a maximum of around 1.4% during the AM peak hour down to 0.4% for the daily period). As the levels of traffic are not expected to rise significantly in the future, it is therefore considered that there will not be any noticeable increase in noise levels.

6.2 Due to the low percentages of traffic at the oilfield sites when compared to base traffic levels, we also conclude that there will be no noticeable impact on air quality as a result of the ongoing operations.

16 BSP Consulting MWR/12170 Gainsborough Oilfield Transport Statement 7.0 Conclusions

7.1 This Transport Statement (TS) has been carried out on behalf of Island Gas Ltd, in respect of a planning application in respect of Wellsites 5, 8, 11, 36, 41 and 59 at Gainsborough Oilfield. The oilfield site extends to the east and west of the River Trent and lies within Lincolnshire and Nottinghamshire respectively, however, the current application only covers the above sites which lie within Nottinghamshire.

7.2 The Gainsborough Oilfield is situated to the west of Gainsborough, as shown on the location plan in Appendix A, where a separate plan also indicates the location of the oilfield wellsites.

7.3 The main access to Wellsite 5, which is the operational centre for the oilfields, is off the A631, just over half a kilometre west of the outskirts of Gainsborough. The A631 runs between Bawtry (and on to the A1) and Beckingham in the west, through Gainsborough, joining with the A15 at Caenby Corner. From here, the A15 runs north to the M180, or south to the A46 at Lincoln

7.4 Sustainable accessibility was considered in Section 3, and in general, it is considered that the site is in a reasonably sustainable location, with a number of alternatives for sustainable transport. The most commonly used mode of sustainable transport is car sharing, and this will be encouraged by the employer on an ongoing basis.

7.5 A highway assessment has been carried out to consider the impact of the oilfield operations in terms of the percentage of traffic on the local highway network. The results indicate that the oilfield operations generate an insignificant amount of traffic (less than 30 two-way trips per hour and significantly less than 10% of the base traffic). As the operations are not anticipated to change in the foreseeable future, then it is considered that this will continue to be the case. A capacity assessment has been carried out for the site access junction, and this confirmed that there will be a large amount of

17 BSP Consulting MWR/12170 Gainsborough Oilfield Transport Statement spare capacity.

7.6 A highway safety and accident analysis has also been carried out, using road traffic accident records for the latest 5 year period. This has been assessed to investigate whether there are any existing accident problem sites or patterns within the study area, which will be affected by the oilfield operations. The results indicate that there are currently no particular highway safety issues within the study area, and as the traffic associated with the oilfields is insignificant, it is not considered that that the ongoing oilfield operation is detrimental to highway safety.

7.7 In light of the above, we consider that the ongoing operations associated with Gainsborough Oilfield are acceptable in highway and transport terms.

For and on behalf of BSP Consulting

Matthew Addison BA (Hons) MCIHT Transport Planner

Mark Rayers BSc (Hons) MCIHT CMILT Director

18 BSP Consulting MWR/12170 Gainsborough Oilfield Transport Statement

APPENDIX A Oilfield Location - Drawing Nr. GBHO- 01A Wellsite Locations – Drawing Nr. GBHO-02A Existing Signage at the Site Access – Drawing Nr. GBH5-13A

BSP Consulting MWR/12170 Gainsborough Oilfield Transport Statement

APPENDIX B Bus Services

B http://www.nottinghamshire.gov.uk/large-static/nottsbus/timetables/YB...

Retford - North Wheatley - Gainsborough 95, 95A Operated by yourbus Mondays to Fridays Service No 95 95A 95A 95 Notes Sch NSch

Retford, Babworth Road .. 1535 .. .. Retford, Bus Station, Bay F 0650 1555 1555 1710 South Leverton, Retford Road 0703 .. .. 1723 Note:

North Leverton, Southgore Ln, Crossroads 0705 .. .. 1725 NS Not Saturdays North Leverton, Habblesthorpe Close ...... 1728 Sch Schooldays only Sturton le Steeple, Station Road 0713 .. .. 1737

North Wheatley, Low Street, Top Street 0718 .. .. 1742 North Wheatley, Low Street, Top Street .. 1606 1606 .. Bole, South Street, East Street 0729 1613 1613 ..

Beckingham, High Street 0736 1620 1620 .. Gainsborough, Heaton Street, Bus Station 0745 1633 1633 ..

A NottsBus service funded by Nottinghamshire County Council

Retford - North Wheatley 95 Operated by yourbus Saturdays Service No 95

Retford, Bus Station, Bay F 1710 South Leverton, Retford Road 1723 North Leverton, Southgore Ln, Crossroads 1725

North Leverton, Habblesthorpe Close 1728 Sturton le Steeple, Station Road 1737 North Wheatley, Low Street, Top Street 1742

A NottsBus service funded by Nottinghamshire County Council

06.06.10

Gainsborough - North Wheatley - Retford 95, 95A Operated by yourbus Mondays to Fridays Service No 95A 95A 95 Notes Sch NSch

Gainsborough, Heaton Street, Bus Station 0750 0750 1735 Beckingham, High Street 0758 0758 1743 Bole, South Street, East Street 0806 0806 1751 Note:

North Wheatley, Low Street, Top Street 0816 0816 .. NS Not Saturdays North Wheatley, Low Street, Top Street .. .. 1757 Sch Schooldays only Sturton le Steeple, Station Road .. .. 1801

North Leverton, Habblesthorpe Close .. .. 1810 North Leverton, Southgore Ln, Crossroads .. .. 1813 South Leverton, Retford Road .. .. 1815

Retford, Bus Station, Bay F 0828 0828 1830 Ordsall, Bus Park, Retford Post 16 Ctr 0840 .. ..

A NottsBus service funded by Nottinghamshire County Council

06.06.10

1 of 1 08/05/2012 11:08 http://www.nottinghamshire.gov.uk/large-static/nottsbus/timetables/SE...

Gainsborough - Retford 95 Operated by Stagecoach Mondays to Fridays Notes Sch NSch

Gainsborough, Heaton Street, Bus Station 0735 0735 0835 .. 1005 .. 1205 .. 1405 1635 Beckingham, High Street, The Paddocks 0743 0743 0843 .. 1013 .. 1213 .. 1413 1643 Bole, South Street, East Street 0751 0751 0851 .. 1021 .. 1221 .. 1421 1651 Note:

N Wheatley, Sturton Rd, Primary School 0757 0757 0857 0932 1027 .. 1227 .. 1427 1657 NSch Non schooldays Sturton le Steeple, Leverton Road 0802 0802 0903 0938 1033 1133 1233 1333 1433 1703 only North Leverton, Habblesthorpe Close .. .. 0910 0945 1040 1140 1240 1340 1440 1710 Sch Schooldays only

North Leverton, Southgore Ln, Crossroads 0808 0808 0913 0948 1043 1143 1243 1343 1443 1713 South Leverton, Retford Road 0810 0810 0915 0950 1045 1145 1245 1345 1445 1715 Retford, Bus Station, Bay F 0825 0825 0930 1005 1100 1200 1300 1400 1500 1730

Retford, Babworth Road 0835 ......

A Nottsbus Service funded by Nottinghamshire County Council

Gainsborough - Retford 95 Operated by Stagecoach Saturdays

Gainsborough, Heaton Street, Bus Station 0735 0835 .. 1005 .. 1205 .. 1405 1635 Beckingham, High Street, The Paddocks 0743 0843 .. 1013 .. 1213 .. 1413 1643 Bole, South Street, East Street 0751 0851 .. 1021 .. 1221 .. 1421 1651

N Wheatley, Sturton Rd, Primary School 0757 0857 0932 1027 .. 1227 .. 1427 1657 Sturton le Steeple, Leverton Road 0802 0903 0938 1033 1133 1233 1333 1433 1703 North Leverton, Habblesthorpe Close .. 0910 0945 1040 1140 1240 1340 1440 1710

North Leverton, Southgore Ln, Crossroads 0808 0913 0948 1043 1143 1243 1343 1443 1713 South Leverton, Retford Road 0810 0915 0950 1045 1145 1245 1345 1445 1715 Retford, Bus Station, Bay F 0825 0930 1005 1100 1200 1300 1400 1500 1730

A Nottsbus Service funded by Nottinghamshire County Council

06.09.10

Retford - Gainsborough 95 Operated by Stagecoach Mondays to Fridays Notes Sch NSch

Retford, Babworth Road ...... 1545 .. .. Retford, Bus Station, Bay F 0850 1005 1105 1205 1305 1405 1600 1600 1750 South Leverton, Retford Road 0903 1018 1118 1218 1318 1418 1613 1613 1803

North Leverton, Southgore Ln, Crossroads 0905 1020 1120 1220 1320 1420 1615 1615 1805 Note: North Leverton, Habblesthorpe Close 0908 1023 1123 1223 1323 1423 1618 1618 1808 NSch Non schooldays only Sturton le Steeple, Leverton Road 0914 1029 1129 1229 1329 1429 1624 1624 1814 Sch Schooldays only

Sturton le Steeple, Leverton Road .. .. 1130 .. 1330 ...... N Wheatley, Sturton Rd, Primary School 0922 1037 .. 1237 .. 1437 1632 1632 1822 Bole, South Street, East Street 0929 1044 .. 1244 .. 1444 1639 1639 1829

Beckingham, High Street, The Paddocks 0936 1051 .. 1251 .. 1451 1646 1646 1836 Gainsborough, Heaton Street, Bus Station 0945 1100 .. 1300 .. 1500 1655 1655 1845

A Nottsbus Service funded by Nottinghamshire County Council

06.09.10

1 of 2 08/05/2012 11:09 http://www.nottinghamshire.gov.uk/large-static/nottsbus/timetables/SE...

Retford - Gainsborough 95 Operated by Stagecoach Saturdays

Retford, Bus Station, Bay F 0850 1005 1105 1205 1305 1405 1600 1750 South Leverton, Retford Road 0903 1018 1118 1218 1318 1418 1613 1803 North Leverton, Southgore Ln, Crossroads 0905 1020 1120 1220 1320 1420 1615 1805

North Leverton, Habblesthorpe Close 0908 1023 1123 1223 1323 1423 1618 1808 Sturton le Steeple, Leverton Road 0914 1029 1129 1229 1329 1429 1624 1814 Sturton le Steeple, Leverton Road .. .. 1130 .. 1330 ......

N Wheatley, Sturton Rd, Primary School 0922 1037 .. 1237 .. 1437 1632 1822 Bole, South Street, East Street 0929 1044 .. 1244 .. 1444 1639 1829 Beckingham, High Street, The Paddocks 0936 1051 .. 1251 .. 1451 1646 1836

Gainsborough, Heaton Street, Bus Station 0945 1100 .. 1300 .. 1500 1655 1845

A Nottsbus Service funded by Nottinghamshire County Council

06.09.10

2 of 2 08/05/2012 11:09 http://www.nottinghamshire.gov.uk/large-static/nottsbus/timetables/SE...

Gainsborough - Retford 96, 97, 97A Operated by Stagecoach Mondays to Fridays Service No 97 97 97 96 97 96 97 96 97 96 97A 97 97 97 Notes NSch Sch Sch NSch

Gainsborough, Morton Terrace ...... 1545 ...... Gainsborough, Heaton Street, Bus Station 0635 0725 0725 0835 0935 1035 1135 1235 1335 1435 1555 1605 1710 1810 Beckingham, Station Road 0642 0732 0732 0842 0942 1042 1142 1242 1342 1442 1602 1612 1717 1817

Walkeringham, Mill Baulk Road 0645 0735 0735 0845 0945 1045 1145 1245 1345 1445 1605 1615 1720 1820 West Stockwith, Main Street, Ings Lane 0651 0741 0741 .. 0952 .. 1152 .. 1352 .. 1612 1622 1727 1827 Misterton, High Street, War Memorial 0659 0749 0749 0854 1000 1054 1200 1254 1400 1454 1620 1630 1735 1835

Misterton, Fox Covert Lane 0704 0755 0755 0900 1006 1100 1206 1300 1406 1500 .. 1636 1741 1841 Walkeringham, Fountain Hill 0708 0759 0759 0904 1010 1104 1210 1304 1410 1504 1627 1640 1745 1845 Gringley on the Hill, High Street ...... 0909 .. 1109 .. 1309 .. 1509 .. .. 1750 1850

Wiseton, Main Street, Grange Farm ...... 0915 .. 1115 .. 1315 ...... Gringley on the Hill, High Street 0713 0804 0804 .. 1015 .. 1215 .. 1415 .. 1630 1645 .. .. Clayworth, Town Street, St Peters Church 0718 0810 0810 0920 1020 1120 1220 1320 1420 .. .. 1650 .. ..

Hayton, Main Street, Burntleys Road 0722 0814 0814 0924 1024 1124 1224 1324 1424 .. .. 1654 .. .. Clarborough, Main Street 0723 0817 0817 0927 1027 1127 1227 1327 1427 .. .. 1657 .. .. Clayworth, Town Street, St Peters Church ...... 1635 ......

Everton, Mattersey Road, Sun Inn ...... 1640 ...... Mattersey, Main Street ...... 1643 ...... Lound, Town Street ...... 1647 ......

Sutton cum Lound, Town St, Station Rd ...... 1652 ...... Retford, Bus Station, Bay G 0729 0824 0824 0934 1034 1134 1234 1334 1434 .. 1705 1704 .. .. Hallcroft, Bus Park .. .. 0829 ......

Note: NSch Non schooldays only Sch Schooldays only

06.09.10

Gainsborough - Retford 96, 97 Operated by Stagecoach Saturdays Service No 97 96 97 96 97 96 97 96 97 97 97

Gainsborough, Heaton Street, Bus Station 0725 0835 0935 1035 1135 1235 1335 1435 1605 1710 1810 Beckingham, Station Road 0732 0842 0942 1042 1142 1242 1342 1442 1612 1717 1817 Walkeringham, Mill Baulk Road 0735 0845 0945 1045 1145 1245 1345 1445 1615 1720 1820

West Stockwith, Main Street, Ings Lane 0741 .. 0952 .. 1152 .. 1352 .. 1622 1727 1827 Misterton, High Street, War Memorial 0749 0854 1000 1054 1200 1254 1400 1454 1630 1735 1835 Misterton, Fox Covert Lane 0755 0900 1006 1100 1206 1300 1406 1500 1636 1741 1841

Walkeringham, Fountain Hill 0759 0904 1010 1104 1210 1304 1410 1504 1640 1745 1845 Gringley on the Hill, High Street .. 0909 .. 1109 .. 1309 .. 1509 .. 1750 1850 Wiseton, Main Street, Grange Farm .. 0915 .. 1115 .. 1315 ......

Gringley on the Hill, High Street 0804 .. 1015 .. 1215 .. 1415 .. 1645 .. .. Clayworth, Town Street, St Peters Church 0810 0920 1020 1120 1220 1320 1420 .. 1650 .. .. Hayton, Main Street, Burntleys Road 0814 0924 1024 1124 1224 1324 1424 .. 1654 .. ..

Clarborough, Main Street 0817 0927 1027 1127 1227 1327 1427 .. 1657 .. .. Retford, Bus Station, Bay G 0824 0934 1034 1134 1234 1334 1434 .. 1704 .. ..

06.09.10

1 of 2 08/05/2012 11:08 http://www.nottinghamshire.gov.uk/large-static/nottsbus/timetables/SE...

Retford - Gainsborough 96, 97, 97A Operated by Stagecoach Mondays to Fridays Service No 97 97A 97 96 97 96 97 96 97 97 97 97 Notes NSch Sch Sch NSch

Lound, Town Street .. 0721 ...... Mattersey, Main Street .. 0725 ...... Everton, Mattersey Road, Sun Inn .. 0728 ......

Clayworth, Town Street, St Peters Church .. 0733 ...... Hallcroft, Bus Park ...... 1540 .. .. Retford, Bus Station, Bay G ...... 0930 1030 1130 1230 1330 1430 1555 1555 1750

Clarborough, Main Street ...... 0937 1037 1137 1237 1337 1437 1602 1602 1757 Hayton, Main Street, Burntleys Road ...... 0940 1040 1140 1240 1340 1440 1605 1605 1800 Clayworth, Town Street, St Peters Church ...... 0945 1045 1145 1245 1345 1445 1610 1610 1805

Wiseton, Main Street, Grange Farm ...... 0950 .. 1150 .. 1350 ...... Gringley on the Hill, High Street 0733 0738 .. 0959 1050 1159 1250 1359 1450 1615 1615 1810 Walkeringham, Fountain Hill 0738 0743 .. 1004 1055 1204 1255 1404 1455 1620 1620 1815

Misterton, Fox Covert Lane 0742 .. 0859 1008 1059 1208 1259 1408 1459 1624 1624 1819 Misterton, High Street, War Memorial 0748 0748 0905 1014 1105 1214 1305 1414 1505 1630 1630 1825 West Stockwith, Main Street, Ings Lane 0755 0755 0913 .. 1113 .. 1313 .. 1513 1638 1638 1833

Walkeringham, Mill Baulk Road 0801 0801 0920 1020 1120 1220 1320 1420 1520 1645 1645 1840 Beckingham, Station Road 0804 0804 0923 1023 1123 1223 1323 1423 1523 1648 1648 1843 Gainsborough, Morton Terrace .. 0816 ......

Gainsborough, Heaton Street, Bus Station 0811 0824 0930 1030 1130 1230 1330 1430 1530 1655 1655 1850

Note: NSch Non schooldays only Sch Schooldays only

06.09.10

Retford - Gainsborough 96, 97 Operated by Stagecoach Saturdays Service No 97 97 96 97 96 97 96 97 97 97

Retford, Bus Station, Bay G .. .. 0930 1030 1130 1230 1330 1430 1555 1750 Clarborough, Main Street .. .. 0937 1037 1137 1237 1337 1437 1602 1757 Hayton, Main Street, Burntleys Road .. .. 0940 1040 1140 1240 1340 1440 1605 1800

Clayworth, Town Street, St Peters Church .. .. 0945 1045 1145 1245 1345 1445 1610 1805 Wiseton, Main Street, Grange Farm .. .. 0950 .. 1150 .. 1350 ...... Gringley on the Hill, High Street 0733 .. 0959 1050 1159 1250 1359 1450 1615 1810

Walkeringham, Fountain Hill 0738 .. 1004 1055 1204 1255 1404 1455 1620 1815 Misterton, Fox Covert Lane 0742 0859 1008 1059 1208 1259 1408 1459 1624 1819 Misterton, High Street, War Memorial 0748 0905 1014 1105 1214 1305 1414 1505 1630 1825

West Stockwith, Main Street, Ings Lane 0755 0913 .. 1113 .. 1313 .. 1513 1638 1833 Walkeringham, Mill Baulk Road 0801 0920 1020 1120 1220 1320 1420 1520 1645 1840 Beckingham, Station Road 0804 0923 1023 1123 1223 1323 1423 1523 1648 1843

Gainsborough, Heaton Street, Bus Station 0811 0930 1030 1130 1230 1330 1430 1530 1655 1850

06.09.10

2 of 2 08/05/2012 11:08 BSP Consulting MWR/12170 Gainsborough Oilfield Transport Statement

APPENDIX C Summary Table of Traffic Flows Visibility Calculator Sheet Automatic Traffic Count Data, A631 East of Wellsite 5 Access

C Appendix C - Summary Table Island Gas Ltd - Gainsborough Oilfield Traffic Count Summary

C= Ramper Road Site Access Wellfield 5

B=A631 (West) A=A631 (East)

1. Existing Traffic Flows (including existing site traffic) 3. Existing Traffic Flows excluding existing site traffic (1-2) V = Total Vehicles, HGV = Number of HGV's V = Total Vehicles, HGV = Number of HGV's

AM Peak Hour (7-8) AM Peak Hour (7-8) To: To: A BC ABC From: V HGV V HGV V HGVTotal From: V HGV V HGV V HGV Total A 0 0 645 23 7 1 652 A 0 0 645 23 0 0 645 B 587230040591B 587230000587 C 1031004 C 0000000 1247 1232 PM Peak Hour (4-5) PM Peak Hour (4-5) To: To: ABC ABC From: V HGV V HGV V HGVTotal From: V HGV V HGV V HGV Total A 0 0 838 13 2 1 840 A 0 0 838 13 0 0 838 B 811350020813B 811350000811 C 60510011C 0000000 1664 1649

2. Existing Site Traffic 4. Percentage of Traffic Associated With Oilfield V = Total Vehicles, HGV = Number of HGV's V = Total Vehicles, HGV = Number of HGV's

AM Peak Hour (7-8) AM Peak Hour (8-9) 1.4 % To: ABC PM Peak Hour (5-6) 1.0 % From: V HGV V HGV V HGV Total A 00 00717 B 0000 414 C 2141006 17 PM Peak Hour (4-5) To: ABC From: V HGV V HGV V HGV Total A 00 00212 B 0000 313 C 71510012 17 DMRB Desirable Minimum Calculations: Vehicle speeds 45 mph 72.42 kph 20.12 v (m/s) 2 404.69 v MfS DMRB DMRB desirableabs min Perception time 2 t (s) 1.5 2 2 t (s) 40.23 v x t Deceleration 0.25 g 0.45 0.25 0.38 g 2.45 d (m/s) 4.41 2.45 3.68 4.90 2d Note: DMRB desirable min = 0.25g 2 v t + v / 2d = DMRB absolute min = 0.375g SSD = 40.23 + 82.59 = 122.82

DMRB Absolute Minimum Calculations: Vehicle speeds 45 mph 72.42 kph 20.12 v (m/s) 2 404.69 v MfS DMRB DMRB desirableabs min Perception time 2 t (s) 1.5 2 2 t (s) 40.23 v x t Deceleration 0.38 g 0.45 0.25 0.38 g 3.68 d (m/s) 4.41 2.45 3.68 7.36 2d Note: DMRB desirable min = 0.25g 2 v t + v / 2d = DMRB absolute min = 0.375g SSD = 40.23 + 54.98 = 95.22 Gainsborough, Lincs Automatic Traffic Count Local Site 1 of 2 Access A631 The Flood Road; east of Local Access

Lat/Long lat 53.394672° lon -0.781657° A631 The Speed Limit (mph) Flood Road 50 (West) A631 The Flood Road (East) Date Wednesday 28 March 2012

0000 - 0000 (Weekday 24h Session) Movement 2.2: Eastbound on A631 The Flood Road Fifteen Minute Split Speed Categories Vehicle ClassRequired Elements Posted Speed Limit Speed Limit + 5mph 0-5 5-10 10-15 15-20 20-25 25-30 30-35 35-40 40-45 45-50 50-55 55-60 60-65 65-70 70-75 75-80 80-85 85-90 90-95 95-100 Mean 85th Standard Total Percentage Total Percentage TIME TOTAL 00 - 15 15 - 30 30 - 45 45 - 00 Light Medium Heavy mphmphmphmphmphmphmphmphmphmphmphmphmphmphmphmphmphmphmphmph Average Percentile Deviation ExceedingExceedingExceedingExceeding 0000 - 0100 256928000000118420000000000184337.6 42.4 5.0 0 0.0 0 0.0 0100 - 0200 17834200000147230000000000114239.1 45.6 6.1 0 0.0 0 0.0 0200 - 0300 19932500000243333100000000162141.2 51.0 9.4 4 21.1 1 5.3 0300 - 0400 1271220000005232000000000046238.7 45.7 6.1 0 0.0 0 0.0 0400 - 0500 278487000000213821100000000156641.1 44.3 5.4 2 7.4 1 3.7 0500 - 0600 932216183700000093928142100000000824740.8 46.0 5.3 3 3.2 1 1.1 0600 - 0700 2223051588300002817838326300000000019321840.4 45.0 5.2 3 1.4 0 0.0 0700 - 0800 588961631282010006111271282177281000000000507582338.7 44.0 5.3 1 0.2 0 0.0 0800 - 0900 86921323519722400082821158404240100000000000773692737.7 43.0 5.2 0 0.0 0 0.0 0900 - 1000 6441751671471550004114108327179110000000000555602938.4 43.0 4.5 0 0.0 0 0.0 1000 - 1100 60515214015815500019110035512991000000000530453038.2 43.0 4.2 1 0.2 0 0.0 1100 - 1200 606174156140136000091610831215281000000000516622838.1 43.0 4.5 1 0.2 0 0.0 1200 - 1300 52613813613112100001178285146141000000000469391838.9 43.0 4.0 1 0.2 0 0.0 1300 - 1400 49911012813312800135972237152191000000000424433238.7 44.0 5.0 1 0.2 0 0.0 1400 - 1500 51012512013113400000810925812392100000000433532438.1 43.0 4.3 3 0.6 1 0.2 1500 - 1600 53210714314313900004577315113162000000000458472738.6 43.0 4.2 2 0.4 0 0.0 1600 - 1700 8172022142121890000111129435227122000000000733493538.5 43.0 4.0 2 0.2 0 0.0 1700 - 1800 965240232242251020016169130731141595261000000000889393723.2 38.0 12.1 1 0.1 0 0.0 1800 - 1900 8602452431781940115112109995532184138141100000000786344026.6 41.0 12.9 2 0.2 1 0.1 1900 - 2000 55015113415011500000648275187286000000000510211939.8 44.0 4.2 6 1.1 0 0.0 2000 - 2100 311966575750051534671326241000000000273191936.2 42.0 6.1 1 0.3 0 0.0 2100 - 2200 23569535756001011481036515100000000021614538.7 44.0 5.0 1 0.4 0 0.0 2200 - 2300 16454463826001003209136760000000001565339.1 44.0 5.3 6 3.7 0 0.0 2300 - 0000 982033261900000521472050000000000893638.0 43.0 5.0 0 0.0 0 0.0 0700 - 1900 8021 1977 2077 1940 2027 0 315 274 200 298 226 1156 3553 1828 156 13 2000000007073 598 350 35.3 43.0 9.2 15 0.2 2 0.0 0600 - 2200 9339 2323 2380 2280 2356 0315 280 201 306 275 1336 4146 2225 229242000000008265 673 401 35.8 43.0 8.8 26 0.3 2 0.0 0600 - 0000 9601 2397 2459 2344 2401 0 315 281 201 306 283 1377 4284 2281 241 30 2000000008510 681 410 35.9 43.0 8.8 32 0.3 2 0.0 0000 - 0000 9794 2457 2495 2380 2462 0 315 281 201 306 286 1412 4356 2329 267 36 5000000008656 707 431 35.9 43.0 8.7 41 0.4 5 0.1 Gainsborough, Lincs Automatic Traffic Count Local Site 1 of 2 Access A631 The Flood Road; east of Local Access

Lat/Long lat 53.394672° lon -0.781657° A631 The Speed Limit (mph) Flood Road 50 (West) A631 The Flood Road (East) Date Wednesday 28 March 2012

0000 - 0000 (Weekday 24h Session) Movement 2.1: Westbound on A631 The Flood Road Fifteen Minute Split Speed Categories Vehicle ClassRequired Elements Posted Speed Limit Speed Limit + 5mph 0-5 5-10 10-15 15-20 20-25 25-30 30-35 35-40 40-45 45-50 50-55 55-60 60-65 65-70 70-75 75-80 80-85 85-90 90-95 95-100 Mean 85th Standard Total Percentage Total Percentage TIME TOTAL 00 - 15 15 - 30 30 - 45 45 - 00 Light Medium Heavy mphmphmphmphmphmphmphmphmphmphmphmphmphmphmphmphmphmphmphmph Average Percentile Deviation ExceedingExceedingExceedingExceeding 0000 - 0100 28117460000005101030000000000202640.2 45.0 4.4 0 0.0 0 0.0 0100 - 0200 15452400000012102000000000084341.8 45.0 4.2 0 0.0 0 0.0 0200 - 0300 1124410000100072100000000072242.0 47.0 7.6 1 9.1 0 0.0 0300 - 0400 16443500000016531000000000113241.9 48.8 5.4 1 6.3 0 0.0 0400 - 0500 31310108000000471145000000000205643.0 50.0 6.1 5 16.1 0 0.0 0500 - 0600 1422328375400000062852411410000000012216444.0 49.0 5.4 15 10.6 1 0.7 0600 - 0700 49968106140185000100181262449416000000000456291442.7 47.0 4.6 16 3.2 0 0.0 0700 - 0800 6521581531761650000162417831610718200000000579492442.3 47.0 4.7 20 3.1 2 0.3 0800 - 0900 520137133129121000041733192212593000000000428632940.5 45.0 5.0 3 0.6 0 0.0 0900 - 1000 4701001211371120000111028185177488300000000388582440.4 45.0 5.4 11 2.3 3 0.6 1000 - 1100 43911311211210200004123169182572100000000364561941.0 45.0 4.8 3 0.7 1 0.2 1100 - 1200 51813313113112300000633207198702200000000435552840.9 45.0 4.6 4 0.8 2 0.4 1200 - 1300 51813112912912900001948180226476100000000440552340.6 45.0 4.8 7 1.4 1 0.2 1300 - 1400 61715515814615800000432268239668000000000537592140.8 45.0 4.3 8 1.3 0 0.0 1400 - 1500 641163147171160000031269290231351000000000564591839.6 44.0 4.6 1 0.2 0 0.0 1500 - 1600 683167162163191000031262227296792200000000587623440.7 45.0 5.0 4 0.6 2 0.3 1600 - 1700 840188204219229000001745349354741000000000757691440.5 45.0 4.3 1 0.1 0 0.0 1700 - 1800 6971862081621410106235113275227334001000000654321138.7 44.0 5.5 5 0.7 1 0.1 1800 - 1900 50014412814286000021462211158465000200000466201439.8 45.0 5.6 7 1.4 2 0.4 1900 - 2000 3761179184840010016100183671152000000035614642.7 47.8 5.1 18 4.8 7 1.9 2000 - 2100 249846959370000008821103792100000002379342.2 47.0 4.8 12 4.8 3 1.2 2100 - 2200 153583940160003001149522981000000001424741.7 47.2 6.4 9 5.9 1 0.7 2200 - 2300 67251617900000022030122100000000633142.8 47.0 4.6 3 4.5 1 1.5 2300 - 0000 431517830000002518162000000000353544.4 50.0 5.0 2 4.7 0 0.0 0700 - 1900 7095 1775 1786 1817 1717 0106311435722731 2816 7216011012000006199 637 259 40.5 45.0 4.9 74 1.0 14 0.2 0600 - 2200 8372 2102 2091 2140 2039 0 1 1 10 31 144 615 3088 3405 948 104 19312000007390 693 289 40.8 45.0 5.0 129 1.5 21 0.3 0600 - 0000 8482 2142 2124 2165 2051 0 1 1 10 31 144 619 3113 3453 976 108 20 312000007488 699 295 40.8 45.0 5.0 134 1.6 26 0.3 0000 - 0000 8725 2189 2182 2225 2129 0 1 1 10 32 144 636 3166 3548 1031 129 21 312000007676 731 318 40.9 45.0 5.0 156 1.8 27 0.3 BSP Consulting MWR/12170 Gainsborough Oilfield Transport Statement

APPENDIX D PICADY Assessments

------TRL TRL VIEWER 2.0 AD z:\Projects\Projects 12\12170 Gainsborough Oilfield\Design Data\PICADY\AM peak Hour 31 may.vpo - Page 1 ------

TRL LIMITED

CAPACITIES, QUEUES, AND DELAYS AT 3 OR 4-ARM MAJOR/MINOR PRIORITY JUNCTIONS

PICADY 4.1 ANALYSIS PROGRAM RELEASE 3.0 (MAY 2001)

ADAPTED FROM PICADY/3 WHICH IS CROWN COPYRIGHT BY PERMISSION OF THE CONTROLLER OF HMSO

------FOR SALES AND DISTRIBUTION INFORMATION, PROGRAM ADVICE AND MAINTENANCE CONTACT: TRL SOFTWARE BUREAU TEL: CROWTHORNE (01344) 770758, FAX: 770864 EMAIL: [email protected] ------

THE USER OF THIS COMPUTER PROGRAM FOR THE SOLUTION OF AN ENGINEERING PROBLEM IS IN NO WAY RELIEVED OF HIS RESPONSIBILITY FOR THE CORRECTNESS OF THE SOLUTION

Run with file:- "z:\Projects\Projects 12\12170 Gainsborough Oilfield\Design Data\PICADY\AM peak Hour 31 may.vpi" (drive-on-the-left ) at 15:43:50 on Thursday, 31 May 2012

RUN TITLE ********* Gainsborough Oilfield - A631/Site Access to Wellsite 5 - AM Peak Hour (7-8)

.MAJOR/MINOR JUNCTION CAPACITY AND DELAY ***************************************

INPUT DATA ------

MAJOR ROAD (ARM C) ------MAJOR ROAD (ARM A) I I I I I I MINOR ROAD (ARM B)

ARM A IS A631 East ARM B IS Site Access ARM C IS A631 West

STREAM LABELLING CONVENTION ------

STREAM A-B CONTAINS TRAFFIC GOING FROM ARM A TO ARM B

STREAM B-AC CONTAINS TRAFFIC GOING FROM ARM B TO ARM A AND TO ARM C

ETC.

------TRL TRL VIEWER 2.0 AD z:\Projects\Projects 12\12170 Gainsborough Oilfield\Design Data\PICADY\AM peak Hour 31 may.vpo - Page 2 ------

GEOMETRIC DATA ------

------I DATA ITEM I MINOR ROAD B I ------I TOTAL MAJOR ROAD CARRIAGEWAY WIDTH I ( W ) 7.00 M. I I CENTRAL RESERVE WIDTH I (WCR ) 0.00 M. I I I I I MAJOR ROAD RIGHT TURN - WIDTH I (WC-B) 2.20 M. I I - VISIBILITY I (VC-B) 160.0 M. I I - BLOCKS TRAFFIC I NO I I I I I MINOR ROAD - VISIBILITY TO LEFT I (VB-C) 160.0 M. I I - VISIBILITY TO RIGHT I (VB-A) 160.0 M. I I - LANE 1 WIDTH I (WB-C) 3.50 M. I I - LANE 2 WIDTH I (WB-A) 0.00 M. I ------

TRAFFIC DEMAND DATA ------

TIME PERIOD BEGINS 06.45 AND ENDS 08.15

LENGTH OF TIME PERIOD - 90 MINUTES. LENGTH OF TIME SEGMENT - 15 MINUTES.

DEMAND FLOW PROFILES ARE SYNTHESISED FROM TURNING COUNT DATA

------I I NUMBER OF MINUTES FROM START WHEN I RATE OF FLOW (VEH/MIN) I I ARM I FLOW STARTS I TOP OF PEAK I FLOW STOPS I BEFORE I AT TOP I AFTER I I I TO RISE I IS REACHED I FALLING I PEAK I OF PEAK I PEAK I ------I ARM A I 15.00 I 45.00 I 75.00 I 7.39 I 11.08 I 7.39 I I ARM B I 15.00 I 45.00 I 75.00 I 0.05 I 0.08 I 0.05 I I ARM C I 15.00 I 45.00 I 75.00 I 8.15 I 12.22 I 8.15 I ------

------I I TURNING PROPORTIONS I I I TURNING COUNTS (VEH/HR) I I I (PERCENTAGE OF H.V.S) I I ------I TIME I FROM/TO I ARM A I ARM B I ARM C I ------I 06.45 - 08.15 I I I I I I I ARM A I 0.000 I 0.007 I 0.993 I I I I 0.0 I 4.0 I 587.0 I I I I ( 0.0)I ( 0.0)I ( 4.0)I I I I I I I I I ARM B I 0.750 I 0.000 I 0.250 I I I I 3.0 I 0.0 I 1.0 I I I I ( 33.0)I ( 0.0)I ( 0.0)I I I I I I I I I ARM C I 0.989 I 0.011 I 0.000 I I I I 645.0 I 7.0 I 0.0 I I I I ( 3.5)I ( 14.0)I ( 0.0)I I I I I I I ------

TURNING PROPORTIONS ARE CALCULATED FROM TURNING COUNT DATA

THE PERCENTAGE OF HEAVY VEHICLES VARIES OVER TURNING MOVEMENTS

------TRL TRL VIEWER 2.0 AD z:\Projects\Projects 12\12170 Gainsborough Oilfield\Design Data\PICADY\AM peak Hour 31 may.vpo - Page 3 ------

------I TIME DEMAND CAPACITY DEMAND/ PEDESTRIAN START END DELAY GEOMETRIC DELAYI I (VEH/MIN) (VEH/MIN) CAPACITY FLOW QUEUE QUEUE (VEH.MIN/ (VEH.MIN/ I I (RFC) (PEDS/MIN) (VEHS) (VEHS) TIME SEGMENT) TIME SEGMENT) I I 06.45-07.00 I I B-AC 0.05 6.04 0.008 0.0 0.0 0.1 I I C-A 8.06 I I C-B 0.09 8.08 0.011 0.0 0.0 0.2 I I A-B 0.05 I I A-C 7.34 I I I ------

------I TIME DEMAND CAPACITY DEMAND/ PEDESTRIAN START END DELAY GEOMETRIC DELAYI I (VEH/MIN) (VEH/MIN) CAPACITY FLOW QUEUE QUEUE (VEH.MIN/ (VEH.MIN/ I I (RFC) (PEDS/MIN) (VEHS) (VEHS) TIME SEGMENT) TIME SEGMENT) I I 07.00-07.15 I I B-AC 0.06 5.48 0.011 0.0 0.0 0.2 I I C-A 9.63 I I C-B 0.10 7.76 0.013 0.0 0.0 0.2 I I A-B 0.06 I I A-C 8.76 I I I ------

------I TIME DEMAND CAPACITY DEMAND/ PEDESTRIAN START END DELAY GEOMETRIC DELAYI I (VEH/MIN) (VEH/MIN) CAPACITY FLOW QUEUE QUEUE (VEH.MIN/ (VEH.MIN/ I I (RFC) (PEDS/MIN) (VEHS) (VEHS) TIME SEGMENT) TIME SEGMENT) I I 07.15-07.30 I I B-AC 0.07 4.68 0.016 0.0 0.0 0.2 I I C-A 11.79 I I C-B 0.13 7.31 0.018 0.0 0.0 0.3 I I A-B 0.07 I I A-C 10.73 I I I ------

------I TIME DEMAND CAPACITY DEMAND/ PEDESTRIAN START END DELAY GEOMETRIC DELAYI I (VEH/MIN) (VEH/MIN) CAPACITY FLOW QUEUE QUEUE (VEH.MIN/ (VEH.MIN/ I I (RFC) (PEDS/MIN) (VEHS) (VEHS) TIME SEGMENT) TIME SEGMENT) I I 07.30-07.45 I I B-AC 0.07 4.68 0.016 0.0 0.0 0.2 I I C-A 11.79 I I C-B 0.13 7.31 0.018 0.0 0.0 0.3 I I A-B 0.07 I I A-C 10.73 I I I ------

------I TIME DEMAND CAPACITY DEMAND/ PEDESTRIAN START END DELAY GEOMETRIC DELAYI I (VEH/MIN) (VEH/MIN) CAPACITY FLOW QUEUE QUEUE (VEH.MIN/ (VEH.MIN/ I I (RFC) (PEDS/MIN) (VEHS) (VEHS) TIME SEGMENT) TIME SEGMENT) I I 07.45-08.00 I I B-AC 0.06 5.48 0.011 0.0 0.0 0.2 I I C-A 9.63 I I C-B 0.10 7.76 0.013 0.0 0.0 0.2 I I A-B 0.06 I I A-C 8.76 I I I ------

------I TIME DEMAND CAPACITY DEMAND/ PEDESTRIAN START END DELAY GEOMETRIC DELAYI I (VEH/MIN) (VEH/MIN) CAPACITY FLOW QUEUE QUEUE (VEH.MIN/ (VEH.MIN/ I I (RFC) (PEDS/MIN) (VEHS) (VEHS) TIME SEGMENT) TIME SEGMENT) I I 08.00-08.15 I I B-AC 0.05 6.04 0.008 0.0 0.0 0.1 I I C-A 8.06 I I C-B 0.09 8.08 0.011 0.0 0.0 0.2 I I A-B 0.05 I I A-C 7.34 I I I ------

------TRL TRL VIEWER 2.0 AD z:\Projects\Projects 12\12170 Gainsborough Oilfield\Design Data\PICADY\AM peak Hour 31 may.vpo - Page 4 ------

QUEUE FOR STREAM B-AC ------TIME SEGMENT NO. OF ENDING VEHICLES IN QUEUE 07.00 0.0 07.15 0.0 07.30 0.0 07.45 0.0 08.00 0.0 08.15 0.0

QUEUE FOR STREAM C-B ------TIME SEGMENT NO. OF ENDING VEHICLES IN QUEUE 07.00 0.0 07.15 0.0 07.30 0.0 07.45 0.0 08.00 0.0 08.15 0.0

QUEUEING DELAY INFORMATION OVER WHOLE PERIOD ------

------I STREAM I TOTAL DEMAND I * QUEUEING * I * INCLUSIVE QUEUEING * I I I I * DELAY * I * DELAY * I I I------I I I (VEH) (VEH/H) I (MIN) (MIN/VEH) I (MIN) (MIN/VEH) I ------I B-AC I 5.5 I 3.7 I 1.0 I 0.19 I 1.0 I 0.19 I I C-A I 884.4 I 589.6 I I I I I I C-B I 9.6 I 6.4 I 1.3 I 0.13 I 1.3 I 0.13 I I A-B I 5.5 I 3.7 I I I I I I A-C I 804.9 I 536.6 I I I I I ------I ALL I 1709.9 I 1139.9 I 2.3 I 0.00 I 2.3 I 0.00 I ------

* DELAY IS THAT OCCURRING ONLY WITHIN THE TIME PERIOD . * INCLUSIVE DELAY INCLUDES DELAY SUFFERED BY VEHICLES WHICH ARE STILL QUEUEING AFTER THE END OF THE TIME PERIOD. * THESE WILL ONLY BE SIGNIFICANTLY DIFFERENT IF THERE IS A LARGE QUEUE REMAINING AT THE END OF THE TIME PERIOD.

END OF JOB

****** PICADY 4 run completed. ======end of file ======

[Printed at 15:44:13 on 31/05/2012]

------TRL TRL VIEWER 2.0 AD z:\Projects\Projects 12\12170 Gainsborough Oilfield\Design Data\PICADY\PM peak Hour 31 may.vpo - Page 1 ------

TRL LIMITED

CAPACITIES, QUEUES, AND DELAYS AT 3 OR 4-ARM MAJOR/MINOR PRIORITY JUNCTIONS

PICADY 4.1 ANALYSIS PROGRAM RELEASE 3.0 (MAY 2001)

ADAPTED FROM PICADY/3 WHICH IS CROWN COPYRIGHT BY PERMISSION OF THE CONTROLLER OF HMSO

------FOR SALES AND DISTRIBUTION INFORMATION, PROGRAM ADVICE AND MAINTENANCE CONTACT: TRL SOFTWARE BUREAU TEL: CROWTHORNE (01344) 770758, FAX: 770864 EMAIL: [email protected] ------

THE USER OF THIS COMPUTER PROGRAM FOR THE SOLUTION OF AN ENGINEERING PROBLEM IS IN NO WAY RELIEVED OF HIS RESPONSIBILITY FOR THE CORRECTNESS OF THE SOLUTION

Run with file:- "z:\Projects\Projects 12\12170 Gainsborough Oilfield\Design Data\PICADY\PM peak Hour 31 may.vpi" (drive-on-the-left ) at 15:48:54 on Thursday, 31 May 2012

RUN TITLE ********* Gainsborough Oilfield - A631/Site Access to Wellsite 5 - PM Peak Hour (4-5)

.MAJOR/MINOR JUNCTION CAPACITY AND DELAY ***************************************

INPUT DATA ------

MAJOR ROAD (ARM C) ------MAJOR ROAD (ARM A) I I I I I I MINOR ROAD (ARM B)

ARM A IS A631 East ARM B IS Site Access ARM C IS A631 West

STREAM LABELLING CONVENTION ------

STREAM A-B CONTAINS TRAFFIC GOING FROM ARM A TO ARM B

STREAM B-AC CONTAINS TRAFFIC GOING FROM ARM B TO ARM A AND TO ARM C

ETC.

------TRL TRL VIEWER 2.0 AD z:\Projects\Projects 12\12170 Gainsborough Oilfield\Design Data\PICADY\PM peak Hour 31 may.vpo - Page 2 ------

GEOMETRIC DATA ------

TRAFFIC DEMAND DATA ------

TIME PERIOD BEGINS 15.45 AND ENDS 17.15

LENGTH OF TIME PERIOD - 90 MINUTES. LENGTH OF TIME SEGMENT - 15 MINUTES.

DEMAND FLOW PROFILES ARE SYNTHESISED FROM TURNING COUNT DATA

------I I NUMBER OF MINUTES FROM START WHEN I RATE OF FLOW (VEH/MIN) I I ARM I FLOW STARTS I TOP OF PEAK I FLOW STOPS I BEFORE I AT TOP I AFTER I I I TO RISE I IS REACHED I FALLING I PEAK I OF PEAK I PEAK I ------I ARM A I 15.00 I 45.00 I 75.00 I 10.16 I 15.24 I 10.16 I I ARM B I 15.00 I 45.00 I 75.00 I 0.14 I 0.21 I 0.14 I I ARM C I 15.00 I 45.00 I 75.00 I 10.50 I 15.75 I 10.50 I ------

------I I TURNING PROPORTIONS I I I TURNING COUNTS (VEH/HR) I I I (PERCENTAGE OF H.V.S) I I ------I TIME I FROM/TO I ARM A I ARM B I ARM C I ------I 15.45 - 17.15 I I I I I I I ARM A I 0.000 I 0.002 I 0.998 I I I I 0.0 I 2.0 I 811.0 I I I I ( 0.0)I ( 0.0)I ( 4.3)I I I I I I I I I ARM B I 0.455 I 0.000 I 0.545 I I I I 5.0 I 0.0 I 6.0 I I I I ( 20.0)I ( 0.0)I ( 0.0)I I I I I I I I I ARM C I 0.998 I 0.002 I 0.000 I I I I 838.0 I 2.0 I 0.0 I I I I ( 1.6)I ( 50.0)I ( 0.0)I I I I I I I ------

TURNING PROPORTIONS ARE CALCULATED FROM TURNING COUNT DATA

THE PERCENTAGE OF HEAVY VEHICLES VARIES OVER TURNING MOVEMENTS

------TRL TRL VIEWER 2.0 AD z:\Projects\Projects 12\12170 Gainsborough Oilfield\Design Data\PICADY\PM peak Hour 31 may.vpo - Page 3 ------

------I TIME DEMAND CAPACITY DEMAND/ PEDESTRIAN START END DELAY GEOMETRIC DELAYI I (VEH/MIN) (VEH/MIN) CAPACITY FLOW QUEUE QUEUE (VEH.MIN/ (VEH.MIN/ I I (RFC) (PEDS/MIN) (VEHS) (VEHS) TIME SEGMENT) TIME SEGMENT) I I 15.45-16.00 I I B-AC 0.14 6.67 0.021 0.0 0.0 0.3 I I C-A 10.48 I I C-B 0.03 5.66 0.004 0.0 0.0 0.1 I I A-B 0.03 I I A-C 10.14 I I I ------

------I TIME DEMAND CAPACITY DEMAND/ PEDESTRIAN START END DELAY GEOMETRIC DELAYI I (VEH/MIN) (VEH/MIN) CAPACITY FLOW QUEUE QUEUE (VEH.MIN/ (VEH.MIN/ I I (RFC) (PEDS/MIN) (VEHS) (VEHS) TIME SEGMENT) TIME SEGMENT) I I 16.00-16.15 I I B-AC 0.16 5.82 0.028 0.0 0.0 0.4 I I C-A 12.51 I I C-B 0.03 5.32 0.006 0.0 0.0 0.1 I I A-B 0.03 I I A-C 12.11 I I I ------

------I TIME DEMAND CAPACITY DEMAND/ PEDESTRIAN START END DELAY GEOMETRIC DELAYI I (VEH/MIN) (VEH/MIN) CAPACITY FLOW QUEUE QUEUE (VEH.MIN/ (VEH.MIN/ I I (RFC) (PEDS/MIN) (VEHS) (VEHS) TIME SEGMENT) TIME SEGMENT) I I 16.15-16.30 I I B-AC 0.20 4.56 0.044 0.0 0.0 0.7 I I C-A 15.32 I I C-B 0.04 4.85 0.008 0.0 0.0 0.1 I I A-B 0.04 I I A-C 14.83 I I I ------

------I TIME DEMAND CAPACITY DEMAND/ PEDESTRIAN START END DELAY GEOMETRIC DELAYI I (VEH/MIN) (VEH/MIN) CAPACITY FLOW QUEUE QUEUE (VEH.MIN/ (VEH.MIN/ I I (RFC) (PEDS/MIN) (VEHS) (VEHS) TIME SEGMENT) TIME SEGMENT) I I 16.30-16.45 I I B-AC 0.20 4.56 0.044 0.0 0.0 0.7 I I C-A 15.32 I I C-B 0.04 4.85 0.008 0.0 0.0 0.1 I I A-B 0.04 I I A-C 14.83 I I I ------

------I TIME DEMAND CAPACITY DEMAND/ PEDESTRIAN START END DELAY GEOMETRIC DELAYI I (VEH/MIN) (VEH/MIN) CAPACITY FLOW QUEUE QUEUE (VEH.MIN/ (VEH.MIN/ I I (RFC) (PEDS/MIN) (VEHS) (VEHS) TIME SEGMENT) TIME SEGMENT) I I 16.45-17.00 I I B-AC 0.16 5.82 0.028 0.0 0.0 0.5 I I C-A 12.51 I I C-B 0.03 5.32 0.006 0.0 0.0 0.1 I I A-B 0.03 I I A-C 12.11 I I I ------

------I TIME DEMAND CAPACITY DEMAND/ PEDESTRIAN START END DELAY GEOMETRIC DELAYI I (VEH/MIN) (VEH/MIN) CAPACITY FLOW QUEUE QUEUE (VEH.MIN/ (VEH.MIN/ I I (RFC) (PEDS/MIN) (VEHS) (VEHS) TIME SEGMENT) TIME SEGMENT) I I 17.00-17.15 I I B-AC 0.14 6.67 0.021 0.0 0.0 0.3 I I C-A 10.48 I I C-B 0.03 5.66 0.004 0.0 0.0 0.1 I I A-B 0.03 I I A-C 10.14 I I I ------

------TRL TRL VIEWER 2.0 AD z:\Projects\Projects 12\12170 Gainsborough Oilfield\Design Data\PICADY\PM peak Hour 31 may.vpo - Page 4 ------

QUEUE FOR STREAM B-AC ------TIME SEGMENT NO. OF ENDING VEHICLES IN QUEUE 16.00 0.0 16.15 0.0 16.30 0.0 16.45 0.0 17.00 0.0 17.15 0.0

QUEUE FOR STREAM C-B ------TIME SEGMENT NO. OF ENDING VEHICLES IN QUEUE 16.00 0.0 16.15 0.0 16.30 0.0 16.45 0.0 17.00 0.0 17.15 0.0

QUEUEING DELAY INFORMATION OVER WHOLE PERIOD ------

------I STREAM I TOTAL DEMAND I * QUEUEING * I * INCLUSIVE QUEUEING * I I I I * DELAY * I * DELAY * I I I------I I I (VEH) (VEH/H) I (MIN) (MIN/VEH) I (MIN) (MIN/VEH) I ------I B-AC I 15.1 I 10.1 I 2.8 I 0.19 I 2.8 I 0.19 I I C-A I 1149.1 I 766.0 I I I I I I C-B I 2.7 I 1.8 I 0.5 I 0.19 I 0.5 I 0.19 I I A-B I 2.7 I 1.8 I I I I I I A-C I 1112.1 I 741.4 I I I I I ------I ALL I 2281.7 I 1521.1 I 3.4 I 0.00 I 3.4 I 0.00 I ------

END OF JOB

****** PICADY 4 run completed. ======end of file ======

[Printed at 15:49:08 on 31/05/2012] BSP Consulting MWR/12170 Gainsborough Oilfield Transport Statement

APPENDIX E Accident Data

E NOTTINGHAMSHIRE COUNTY COUNCIL Concise Details Report

A631 The Flood Road - From A620 Rdbt (Incl) to County Bndry (Period 01/01/07 to 30/11/11)

Total number of reports = 14 Total number of pages (including this page) = 6

"U/K yrs"

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.

Date: 10-April-2012 Page 1 of 6 Date: 10-April-2012 Concise Details Report Time: 12:21 No.1 Police ref: 2B189408 Road(s) A620 / A631 Map ref E 478300 N 389490 Location A631/A620/Station Rd-Rbt Beckingham Severity SLIGHT Date 17/07/2008 Road Surface Wet Street lighting Speed limit Thu 10:50 Weather Rain Street lights present, daylight 50mph Vehicle details Crash involved 1 vehicle vehicle type movement dir 1st hitveh hit sex age 1 car going ahead other NW SE front 0 female 19 yrs Casualty details Crash resulted in 1 casualty Veh number class severity sex age pedestrian direction in veh 1 driver/rider SLIGHT female 19 yrs Not a pedestrian

No.2 Police ref: 2B187008 Road(s) A620 / A631 Map ref E 478300 N 389490 Location A620/A631 Rbt Beckingham Severity SLIGHT Date 21/07/2008 Road Surface Dry Street lighting Speed limit Mon 17:35 Weather Fine Street lights present, daylight 50mph Vehicle details Crash involved 2 vehicles vehicle type movement dir 1st hitveh hit sex age 1 car starting S N front 2 male 30 yrs 2 car waiting to turn right S SE back 1 male 46 yrs Casualty details Crash resulted in 1 casualty Veh number class severity sex age pedestrian direction in veh 2 driver/rider SLIGHT male 46 yrs Not a pedestrian

No.3 Police ref: 2B024809 Road(s) A620 / A631 Map ref E 478300 N 389490 Location A620 Gainsborough Rd/A631 (Rbt) Retford Severity SLIGHT Date 12/01/2009 Road Surface Wet Street lighting Speed limit Mon 11:28 Weather Rain Street lights present, daylight 50mph Vehicle details Crash involved 1 vehicle vehicle type movement dir 1st hitveh hit sex age 1 car turning right NW S nearside 0 male 64 yrs Casualty details Crash resulted in 1 casualty Veh number class severity sex age pedestrian direction in veh 1 driver/rider SLIGHT male 64 yrs Not a pedestrian

Concise details Page 2 of 6 Date: 10-April-2012 Concise Details Report Time: 12:21 No.4 Police ref: 2B011710 Road(s) A620 / A631 Map ref E 478300 N 389490 Location A631/A620 Bar Rd Beckingham Rbt Beckingham Severity SLIGHT Date 02/01/2010 Road Surface Ice Street lighting Speed limit Sat 15:56 Weather Fine Street lights present and lit, darkness 50mph Vehicle details Crash involved 1 vehicle vehicle type movement dir 1st hitveh hit sex age 1 car going ahead left hand bend NW SE front 0 female 17 yrs Casualty details Crash resulted in 1 casualty Veh number class severity sex age pedestrian direction in veh 1 driver/rider SLIGHT female 17 yrs Not a pedestrian

No.5 Police ref: 2B149410 Road(s) A620 / A631 Map ref E 478300 N 389490 Location A620 Bar Rd/A631 Rbt Beckingham Severity SLIGHT Date 05/07/2010 Road Surface Dry Street lighting Speed limit Mon 17:41 Weather Fine Street lights present, daylight 50mph Vehicle details Crash involved 2 vehicles vehicle type movement dir 1st hitveh hit sex age 1 car waiting to go ahead but held up SE NW back 2 female 43 yrs 2 car going ahead other SE NW front 1 male 48 yrs Casualty details Crash resulted in 1 casualty Veh number class severity sex age pedestrian direction in veh 1 driver/rider SLIGHT female 43 yrs Not a pedestrian

No.6 Police ref: 2B260410 Road(s) A631/ Map ref E 479400 N 389180 Location A631 (Aprx 64M Nw Flood Rd Jn) Saundby Severity SERIOUS Date 30/09/2010 Road Surface Dry Street lighting Speed limit Thu 19:30 Weather Fine No street lighting, darkness 50mph Vehicle details Crash involved 2 vehicles vehicle type movement dir 1st hitveh hit sex age 1 car o/t moving vehicle on its O/S W E front 0 male 23 yrs 2 van/goods < 3.5t o/t moving vehicle on its O/S W E did not impact 0 male 33 yrs Casualty details Crash resulted in 2 casualties Veh number class severity sex age pedestrian direction in veh 1 driver/rider SERIOUS male 23 yrs Not a pedestrian in veh 1 passenger SLIGHT male 18 yrs Not a pedestrian

Concise details Page 3 of 6 Date: 10-April-2012 Concise Details Report Time: 12:21 No.7 Police ref: 2B370707 Road(s) A631/ Map ref E 479630 N 389190 Location A631 Ebd 1330M E Rbt /A620 Bar Rd Beckingham Severity SLIGHT Date 26/09/2007 Road Surface Dry Street lighting Speed limit Wed 12:34 Weather Fine Street lights present, daylight 50mph Vehicle details Crash involved 1 vehicle vehicle type movement dir 1st hitveh hit sex age 1 car o/t moving vehicle on its O/S W E front 0 male 24 yrs Casualty details Crash resulted in 1 casualty Veh number class severity sex age pedestrian direction in veh 1 driver/rider SLIGHT male 24 yrs Not a pedestrian

No.8 Police ref: 4B223609 Road(s) A631/ Map ref E 480750 N 389300 Location A631 the Flood Rd 0.5Mls W Gainsborough Bridge Gainsborough Severity SLIGHT Date 11/09/2009 Road Surface Dry Street lighting Speed limit Fri 15:29 Weather Fine Street lights present, daylight 60mph Vehicle details Crash involved 2 vehicles vehicle type movement dir 1st hitveh hit sex age 1 m/cycle > 500cc going ahead other E W offside 0 female 33 yrs 2 car stopping E W did not impact 0 female 44 yrs Casualty details Crash resulted in 1 casualty Veh number class severity sex age pedestrian direction in veh 1 driver/rider SLIGHT female 33 yrs Not a pedestrian

No.9 Police ref: 2B062211 Road(s) A631/ Map ref E 481117 N 389336 Location A631 THE FLOOD RD BEND ADJ /BLACK SPOT LN (UNADOPTED RD LDNG TO OIL DEPOT) BECKINGHAM Severity SLIGHT Date 04/03/2011 Road Surface Dry Street lighting Speed limit Fri 18:38 Weather Fine No street lighting, darkness 60mph Vehicle details Crash involved 3 vehicles vehicle type movement dir 1st hitveh hit sex age 1 car going ahead left hand bend SE W front 2 male 46 yrs 2 car going ahead right hand bend W SE front 1 male 52 yrs 3 car going ahead left hand bend SE W offside 1 male 45 yrs Casualty details Crash resulted in 1 casualty Veh number class severity sex age pedestrian direction in veh 2 driver/rider SLIGHT male 52 yrs Not a pedestrian

Concise details Page 4 of 6 Date: 10-April-2012 Concise Details Report Time: 12:21 No.10 Police ref: 8B306407 Road(s) A631/ Map ref E 481220 N 389250 Location A631 the Flood Rd Beckingham Aprox 50M Se /Black Spot Ln Severity SERIOUS Date 27/08/2007 Road Surface Dry Street lighting Speed limit Mon 11:50 Weather Fine Street lights present, daylight 60mph Vehicle details Crash involved 2 vehicles vehicle type movement dir 1st hitveh hit sex age 1 m/cycle > 500cc going ahead other NW SE front 2 male 33 yrs 2 goods > 7.5t going ahead other NW SE back 1 male 40 yrs Casualty details Crash resulted in 1 casualty Veh number class severity sex age pedestrian direction in veh 1 driver/rider SERIOUS male 33 yrs Not a pedestrian

No.11 Police ref: 2B076708 Road(s) A631/ Map ref E 481310 N 389120 Location A631 Saundby O/S Trent Port P H Severity SLIGHT Date 08/04/2008 Road Surface Dry Street lighting Speed limit Tue 15:20 Weather Fine Street lights present, daylight 50mph Vehicle details Crash involved 2 vehicles vehicle type movement dir 1st hitveh hit sex age 1 car going ahead other SE NW front 1 female 57 yrs 2 car waiting to go ahead but held up SE NW back 2 male 67 yrs Casualty details Crash resulted in 3 casualties Veh number class severity sex age pedestrian direction in veh 1 driver/rider SLIGHT female 57 yrs Not a pedestrian in veh 2 driver/rider SLIGHT male 67 yrs Not a pedestrian in veh 2 passenger SLIGHT female 66 yrs Not a pedestrian

No.12 Police ref: 2B271711 Road(s) A631/ U Map ref E 481327 N 389097 Location A631 THE FLOOD RD, at its Junction with PTE ENT C/PK THE TRENT PORT PH, BECKINGHAM Severity SLIGHT Date 27/08/2011 Road Surface Dry Street lighting Speed limit Sat 10:15 Weather Fine Street lights present, daylight 50mph Vehicle details Crash involved 3 vehicles vehicle type movement dir 1st hitveh hit sex age 1 car waiting to turn right SE NE back 2 male 37 yrs 2 car waiting to go ahead but held up SE NW back 3 male 61 yrs 3 car going ahead other SE NW front 2 male 61 yrs Casualty details Crash resulted in 2 casualties Veh number class severity sex age pedestrian direction in veh 2 driver/rider SLIGHT male 61 yrs Not a pedestrian in veh 2 passenger SLIGHT female 60 yrs Not a pedestrian

Concise details Page 5 of 6 Date: 10-April-2012 Concise Details Report Time: 12:21 No.13 Police ref: 2B180411 Road(s) A631/ U Map ref E 481331 N 389094 Location A631 THE FLOOD RD , at its Junction with Unclassified Road ENTRANCE TRENT PORT HOTEL, BECKINGHAM Severity SERIOUS Date 06/06/2011 Road Surface Dry Street lighting Speed limit Mon 16:50 Weather Fine Street lights present, daylight 50mph Vehicle details Crash involved 2 vehicles vehicle type movement dir 1st hitveh hit sex age 1 m/cycle 50 - 125cc going ahead other SE NW front 2 male 43 yrs 2 car waiting to turn right SE NE back 1 female 43 yrs Casualty details Crash resulted in 1 casualty Veh number class severity sex age pedestrian direction in veh 1 driver/rider SERIOUS male 43 yrs Not a pedestrian

No.14 Police ref: 2B099409 Road(s) A631/ Map ref E 481400 N 389060 Location A631 Flood Rd Bend Aprox 30M W Gainsborough Bridge Retford Severity SLIGHT Date 19/04/2009 Road Surface Dry Street lighting Speed limit Sun 12:30 Weather Fine Street lights present, daylight 50mph Vehicle details Crash involved 1 vehicle vehicle type movement dir 1st hitveh hit sex age 1 car going ahead right hand bend E NW front 0 male 23 yrs Casualty details Crash resulted in 1 casualty Veh number class severity sex age pedestrian direction in veh 1 driver/rider SLIGHT male 23 yrs Not a pedestrian

Concise details Page 6 of 6 6 8 8 7

0 0 0 0

8 1 6 4

1 6 1 8

3 5 6 1

2 1 0 0

D D D D

' C

s L

e .

1 d

1 o

M n

H e

f d

o e

3 i

l o

o h

t c

o t

D .

f y

o a

n m

C 7

)

( 2

O r

u s

d e

f S

R S i O

f D

6 0 1 0 0 1 8 0 8 9

0 1 1 1 1 1 1 0 1 0 0

6 8 5 9 8 6 7 5 8 1

1 3 0 2 0 9 4 6 7 6 2

4 1 4 8 2 4 7 8 0 8 4

2 1 0 1 0 1 2 1 4 3 2

D D D D D D D D D D

A631 ACCIDENT DATA_GAINSBOROUGH

LINCOLNSHIRE ROAD SAFETY PARTNERSHIP

ACCIDENT REFERENCE: D241606 ------

Road Number : A631 GRID REF: 481681,389119 SPEED LIMIT: 30 Road 2 Number : D

PARISH : GAINSBOROUGH DIVISION: DISTRICT: West Lindsey

POLICE SECTOR : Gainsborough SEVERITY: Slight POLICE DIVISION : West

LOCATION : A631 BRIDGE ROAD, GAINSBOROUGH. 10M W OF TRINITY STREET. NO GRID REF

DESCRIPTION : V2 STATIONARY AT TRAFFIC LIGHTS, FACING EAST. V1 COLLIDED WITH REAR OF V2. DRIVER V2 LATER DEVELOPED WHIPLASH.

DATE : 11/07/2006 - Tuesday TIME: 605

NUMBER OF VEHICLES : 2 NUMBER OF CASUALTIES: 1

JUNCTION DETAIL : Crossroads JUNCTION CONTROL: Automatic Traffic Signal

WEATHER : Fine (Without High Wind)

LIGHT CONDITIONS : Day - St Lghts

SURFACE CONDITIONS: Dry

DID AN OFFICER ATTEND THE SCENE? No

PRE 2005 CONTRIBUTORY FACTORS

CONTRIBUTORY FACTOR 1: CONTRIBUTORY FACTOR 2: CONTRIBUTORY FACTOR 3:

2005+ CONTRIBUTORY FACTORS

1.V2 Possible Following too close 2.'' 3.'' 4.'' 5.'' 6.'' Page 1 A631 ACCIDENT DATA_GAINSBOROUGH

VEHICLES:

1 Goods vehicle 3.5 tonnes mgw and under Overtaking on nearside West To East No Skdng /Jck-Knfg /Ovrtrng Driver: Male 2 Car Waitng to go ahead, held up West To East No Skdng /Jck-Knfg /Ovrtrng Driver: Male 65

CASUALTIES:

1 Driver 65 Male Slight In Vehicle 2

PAGE: 1 DATE PRINTED: 28/03/2012

CURRENT DATADATE: 31/12/2011

All Accidents TRUE POLYGON SELECTION

LINCOLNSHIRE ROAD SAFETY PARTNERSHIP

ACCIDENT REFERENCE: D040511 ------

Road Number : A631 GRID REF: 481667,389114 SPEED LIMIT: 30 Road 2 Number : X

PARISH : GAINSBOROUGH DIVISION: DISTRICT: West Lindsey

POLICE SECTOR : Gainsborough SEVERITY: Slight POLICE DIVISION : West

LOCATION : BRIDGE ROAD, GAINSBOROUGH. NO GRID REF. LOCATION CONFIRMED

DESCRIPTION : V1 TURNED RIGHT INTO PATH OF V2 AND COLLISION OCCURRED.

DATE : 10/02/2011 - Thursday TIME: 1958

NUMBER OF VEHICLES : 2 NUMBER OF CASUALTIES: 1

JUNCTION DETAIL : Other Junction JUNCTION CONTROL: Give Way or Uncontrolled Page 2 A631 ACCIDENT DATA_GAINSBOROUGH

WEATHER : Fine With High Winds

LIGHT CONDITIONS : Day - St Lghts

SURFACE CONDITIONS: Dry

DID AN OFFICER ATTEND THE SCENE?

PRE 2005 CONTRIBUTORY FACTORS

CONTRIBUTORY FACTOR 1: CONTRIBUTORY FACTOR 2: CONTRIBUTORY FACTOR 3:

2005+ CONTRIBUTORY FACTORS

1.'' 2.'' 3.'' 4.'' 5.'' 6.''

VEHICLES:

1 Car Turning Right West To South No Skdng /Jck-Knfg /Ovrtrng Driver: Male 38 2 Motorcycle over 50cc and up to 125cc Going ahead East To West No Skdng /Jck-Knfg /Ovrtrng Driver: Male 48

CASUALTIES:

1 Driver 48 Male Slight In Vehicle 2

PAGE: 2 DATE PRINTED: 28/03/2012

CURRENT DATADATE: 31/12/2011

All Accidents TRUE POLYGON SELECTION

LINCOLNSHIRE ROAD SAFETY PARTNERSHIP

ACCIDENT REFERENCE: D231806 ------

Road Number : A631 GRID REF: 481733,389148 SPEED LIMIT: 30 Road 2 Number : D

PARISH : GAINSBOROUGH DIVISION: DISTRICT: West Lindsey

Page 3 A631 ACCIDENT DATA_GAINSBOROUGH

POLICE SECTOR : Gainsborough SEVERITY: Serious POLICE DIVISION : West

LOCATION : A631 THORNDYKE WAY JUNCT WITH TRINITY STREET, GAINSBOROUGH. 4816-- 3891--

DESCRIPTION : PEDESTRIAN, PUSHING PEDAL CYCLE, TRIED TO CROSS A631 FROM THE DRIVER'S N/S INTO THE PATH OF V1 WHICH WAS TRAVELLING TOWARDS CORRINGHAM.

DATE : 07/08/2006 - Monday TIME: 2039

NUMBER OF VEHICLES : 1 NUMBER OF CASUALTIES: 1

JUNCTION DETAIL : Crossroads JUNCTION CONTROL: Automatic Traffic Signal

WEATHER : Fine (Without High Wind)

LIGHT CONDITIONS : Day - St Lghts

SURFACE CONDITIONS: Dry

DID AN OFFICER ATTEND THE SCENE? Yes

PRE 2005 CONTRIBUTORY FACTORS

CONTRIBUTORY FACTOR 1: CONTRIBUTORY FACTOR 2: CONTRIBUTORY FACTOR 3:

2005+ CONTRIBUTORY FACTORS

1.C1 Possible Failed to look properly (Pedestrian) 2.'' 3.'' 4.'' 5.'' 6.''

VEHICLES:

1 Car Going ahead West To East Skidding Driver: Male 19

CASUALTIES:

1 Pedestrian 41 Male Serious In Vehicle 1

Page 4 A631 ACCIDENT DATA_GAINSBOROUGH

PAGE: 3 DATE PRINTED: 28/03/2012

CURRENT DATADATE: 31/12/2011

All Accidents TRUE POLYGON SELECTION

LINCOLNSHIRE ROAD SAFETY PARTNERSHIP

ACCIDENT REFERENCE: D018407 ------

Road Number : A631 GRID REF: 481694,389121 SPEED LIMIT: 30 Road 2 Number : A159

PARISH : GAINSBOROUGH DIVISION: DISTRICT: West Lindsey

POLICE SECTOR : Gainsborough SEVERITY: Slight POLICE DIVISION : West

LOCATION : A631 BRIDGE ROAD AT THE JUNCTION WITH A159, GAINSBOROUGH. NO GRID REF

DESCRIPTION : PEDESTRIAN HAS STEPPED INTO SIDE OF V1 AT SITE WHICH IS UAUALLY CONTROLLED BY PELICAN CROSSING. THE CROSSING AT THIS TIME WAS OUT OF ORDER DUE TO MAJOR RE-DEVELOPMENT OF JUNCTION.

DATE : 19/01/2007 - Friday TIME: 830

NUMBER OF VEHICLES : 1 NUMBER OF CASUALTIES: 1

JUNCTION DETAIL : Multiple Junction JUNCTION CONTROL: Automatic Traffic Signal

WEATHER : Fine With High Winds

LIGHT CONDITIONS : Day - St Lghts

SURFACE CONDITIONS: Wet or Damp

DID AN OFFICER ATTEND THE SCENE? No

PRE 2005 CONTRIBUTORY FACTORS

CONTRIBUTORY FACTOR 1: Page 5 A631 ACCIDENT DATA_GAINSBOROUGH CONTRIBUTORY FACTOR 2: CONTRIBUTORY FACTOR 3:

2005+ CONTRIBUTORY FACTORS

1.C1 Very Likely Failed to look properly (Pedestrian) 2.'' 3.'' 4.'' 5.'' 6.''

VEHICLES:

1 Car Going ahead West To East No Skdng /Jck-Knfg /Ovrtrng Driver: Male 38

CASUALTIES:

1 Pedestrian 35 Female Slight In Vehicle 1

PAGE: 4 DATE PRINTED: 28/03/2012

CURRENT DATADATE: 31/12/2011

All Accidents TRUE POLYGON SELECTION

LINCOLNSHIRE ROAD SAFETY PARTNERSHIP

ACCIDENT REFERENCE: D061608 ------

Road Number : A631 GRID REF: 481708,389124 SPEED LIMIT: 30 Road 2 Number : A156

PARISH : GAINSBOROUGH DIVISION: DISTRICT: West Lindsey

POLICE SECTOR : Gainsborough SEVERITY: Slight POLICE DIVISION : West

LOCATION : GAINSBOROUGH - A631 THORNDYKE WAY WEST BOUND AT ROUNDABOUT WITH ASHCROFT ROAD & TRINITY STREET ( GRID REF 4816367, 3890879).

DESCRIPTION : VEH 1 WAS ON A631 THORNDYKE WAY WAITING AT THE ROUNDABOUT TO TURN RIGHT ONTO TRINITY STREET. CAS 001 BELIEVED TO BE IN DRINK WAS Page 6 A631 ACCIDENT DATA_GAINSBOROUGH WAITING AT THE SIDE OF THE ROAD TO CROSS THORNDYKE WAY. WHEN ROUNDABOUT HAS CLEARED VEN 001 WAS BEGINING TO SET OFF AND HAS SEEN CAS 001 RIGHT IN FRONT OF HIM. VEH 001 HAS BRAKED SHARPLY AND BRAKE PRESSURE HAS CAUSED VEH TO ROCK FORWARD STRIKING CAS 001 WHO HAS FELL TO FLOOR AND BANGED HEAD.

DATE : 05/03/2008 - Wednesday TIME: 1630

NUMBER OF VEHICLES : 1 NUMBER OF CASUALTIES: 1

JUNCTION DETAIL : Roundabout JUNCTION CONTROL: Give Way or Uncontrolled

WEATHER : Fine (Without High Wind)

LIGHT CONDITIONS : Day - St Lghts

SURFACE CONDITIONS: Dry

DID AN OFFICER ATTEND THE SCENE? Yes

PRE 2005 CONTRIBUTORY FACTORS

CONTRIBUTORY FACTOR 1: CONTRIBUTORY FACTOR 2: CONTRIBUTORY FACTOR 3:

2005+ CONTRIBUTORY FACTORS

1.C1 Possible Impaired by alcohol (Pedestrian) 2.C1 Very Likely Failed to look properly (Pedestrian) 3. 4. 5. 6.

VEHICLES:

1 Goods vehicle 3.5 tonnes mgw and under Starting East To West No Skdng /Jck-Knfg /Ovrtrng Driver: Male 39

CASUALTIES:

1 Pedestrian 49 Male Slight In Vehicle 1

PAGE: 5 DATE PRINTED: 28/03/2012

CURRENT DATADATE: 31/12/2011

Page 7 A631 ACCIDENT DATA_GAINSBOROUGH All Accidents TRUE POLYGON SELECTION

LINCOLNSHIRE ROAD SAFETY PARTNERSHIP

ACCIDENT REFERENCE: D156108 ------

Road Number : A631 GRID REF: 481713,389143 SPEED LIMIT: 30 Road 2 Number : D

PARISH : GAINSBOROUGH DIVISION: DISTRICT: West Lindsey

POLICE SECTOR : Gainsborough SEVERITY: Slight POLICE DIVISION : West

LOCATION : A631 THORNDIKE WAY AT THE JUNCTION WITH TRINITY STREET, GAINSBOROUGH. 481636 389087

DESCRIPTION : V2 ENTERS ROUNDABOUT FROM TRINITY STREET, STRUCK BY V1 TRAVELLING ON ROUNDABOUT FROM BRIDGE ROAD TO THORNDIKE WAY.

DATE : 05/06/2008 - Thursday TIME: 1350

NUMBER OF VEHICLES : 2 NUMBER OF CASUALTIES: 1

JUNCTION DETAIL : Roundabout JUNCTION CONTROL: Give Way or Uncontrolled

WEATHER : Fine (Without High Wind)

LIGHT CONDITIONS : Day - St Lghts

SURFACE CONDITIONS: Dry

DID AN OFFICER ATTEND THE SCENE? Yes

PRE 2005 CONTRIBUTORY FACTORS

CONTRIBUTORY FACTOR 1: CONTRIBUTORY FACTOR 2: CONTRIBUTORY FACTOR 3:

2005+ CONTRIBUTORY FACTORS

1.V2 Possible Failed to look properly 2.V1 Possible Failed to look properly 3.'' Page 8 A631 ACCIDENT DATA_GAINSBOROUGH 4.'' 5.'' 6.''

VEHICLES:

1 Car Going ahead West To East No Skdng /Jck-Knfg /Ovrtrng Driver: Male 43 2 Motorcycle over 500cc (Combination before 2004) Going ahead North To South No Skdng /Jck-Knfg /Ovrtrng Driver: Male 23

CASUALTIES:

1 Driver 23 Male Slight In Vehicle 2

PAGE: 6 DATE PRINTED: 28/03/2012

CURRENT DATADATE: 31/12/2011

All Accidents TRUE POLYGON SELECTION

LINCOLNSHIRE ROAD SAFETY PARTNERSHIP

ACCIDENT REFERENCE: D113810 ------

Road Number : A631 GRID REF: 481686,389116 SPEED LIMIT: 30 Road 2 Number : A159

PARISH : GAINSBOROUGH DIVISION: DISTRICT: West Lindsey

POLICE SECTOR : Gainsborough SEVERITY: Slight POLICE DIVISION : West

LOCATION : GAINSBOROUGH - ROUNDABOUT AT JUNCTION OF A631 BRIDGE ROAD AND A159 ASHCROFT ROAD. (GRID REF 481690,389446).

DESCRIPTION : V1 WAS TRAVELLING EAST TO WEST ON A631. V1 HAS LOST CONTROL ON THE ROUNDABOUT AND HIT BARRIERS ON THE O/S AFTER CLIPPING THE VEHICLE ON THE FRONT N/S AND SPINNING THE VEHICLE.

DATE : 20/04/2010 - Tuesday TIME: 1930

NUMBER OF VEHICLES : 1 Page 9 A631 ACCIDENT DATA_GAINSBOROUGH NUMBER OF CASUALTIES: 1

JUNCTION DETAIL : Roundabout JUNCTION CONTROL: Give Way or Uncontrolled

WEATHER : Fine (Without High Wind)

LIGHT CONDITIONS : Day - St Lghts

SURFACE CONDITIONS: Dry

DID AN OFFICER ATTEND THE SCENE? Yes

PRE 2005 CONTRIBUTORY FACTORS

CONTRIBUTORY FACTOR 1: CONTRIBUTORY FACTOR 2: CONTRIBUTORY FACTOR 3:

2005+ CONTRIBUTORY FACTORS

1.V1 Very Likely Junction overshoot 2.V1 Very Likely Inexperienced or learner driver/rider 3.V1 Possible Swerved 4. 5. 6.

VEHICLES:

1 Car Going ahead East To West No Skdng /Jck-Knfg /Ovrtrng Driver: Male 17

CASUALTIES:

1 Veh Passenger 18 Male Slight In Vehicle 1

PAGE: 7 DATE PRINTED: 28/03/2012

CURRENT DATADATE: 31/12/2011

All Accidents TRUE POLYGON SELECTION

LINCOLNSHIRE ROAD SAFETY PARTNERSHIP

ACCIDENT REFERENCE: D186708 ------

Road Number : D GRID REF: 481534,389095 SPEED LIMIT: 30 Road 2 Number : A631

PARISH : GAINSBOROUGH DIVISION: Page 10 A631 ACCIDENT DATA_GAINSBOROUGH DISTRICT: West Lindsey

POLICE SECTOR : Gainsborough SEVERITY: Slight POLICE DIVISION : West

LOCATION : BRIDGE STREET JUNCT WITH RAMPER ROAD, GAINSBOROUGH. NO GRID REF

DESCRIPTION : PEDESTRIAN WALKED ACROSS TRAFFIC LIGHTS FROM BRIDGE STREET TOWARDS LEA ROAD. V1 CAME FROM RMPER ROAD DIRECTION AND HIT PEDESTRIAN.

DATE : 06/07/2008 - Sunday TIME: 100

NUMBER OF VEHICLES : 1 NUMBER OF CASUALTIES: 1

JUNCTION DETAIL : Crossroads JUNCTION CONTROL: Automatic Traffic Signal

WEATHER : Raining With High Winds

LIGHT CONDITIONS : Dark - Lit St Lights

SURFACE CONDITIONS: Wet or Damp

DID AN OFFICER ATTEND THE SCENE? No

PRE 2005 CONTRIBUTORY FACTORS

CONTRIBUTORY FACTOR 1: CONTRIBUTORY FACTOR 2: CONTRIBUTORY FACTOR 3:

2005+ CONTRIBUTORY FACTORS

1.C1 Possible Failed to look properly (Pedestrian) 2.V1 Possible Disobeyed automatic traffic signal 3. 4. 5. 6.

VEHICLES:

1 Car Going ahead West To East No Skdng /Jck-Knfg /Ovrtrng Driver: Not Traced

CASUALTIES: Page 11 A631 ACCIDENT DATA_GAINSBOROUGH

1 Pedestrian 23 Male Slight In Vehicle 1

PAGE: 8 DATE PRINTED: 28/03/2012

CURRENT DATADATE: 31/12/2011

All Accidents TRUE POLYGON SELECTION

LINCOLNSHIRE ROAD SAFETY PARTNERSHIP

ACCIDENT REFERENCE: D386808 ------

Road Number : A631 GRID REF: 481536,389094 SPEED LIMIT: 30 Road 2 Number : D

PARISH : GAINSBOROUGH DIVISION: DISTRICT: West Lindsey

POLICE SECTOR : Gainsborough SEVERITY: Slight POLICE DIVISION : West

LOCATION : GAINSBOROUGH BRIDGE, GAINSBOROUGH. NO GRID REF. DIRECTION OF TRAVEL NOT KNOWN. REPORTED TO DONCASTER POLICE.

DESCRIPTION : V1 STATIONARY AT TRAFFIC LIGHTS. V2 HIT V1 IN REAR.

DATE : 27/12/2008 - Saturday TIME: 1510

NUMBER OF VEHICLES : 2 NUMBER OF CASUALTIES: 2

JUNCTION DETAIL : Crossroads JUNCTION CONTROL: Automatic Traffic Signal

WEATHER : Fine (Without High Wind)

LIGHT CONDITIONS : Day - St Lghts

SURFACE CONDITIONS: Wet or Damp

DID AN OFFICER ATTEND THE SCENE? No

Page 12 A631 ACCIDENT DATA_GAINSBOROUGH PRE 2005 CONTRIBUTORY FACTORS

CONTRIBUTORY FACTOR 1: CONTRIBUTORY FACTOR 2: CONTRIBUTORY FACTOR 3:

2005+ CONTRIBUTORY FACTORS

1.V2 Possible Failed to look properly 2. 3. 4. 5. 6.

VEHICLES:

1 Car Waitng to go ahead, held up East To West No Skdng /Jck-Knfg /Ovrtrng Driver: Male 2 Car Going ahead East To West No Skdng /Jck-Knfg /Ovrtrng Driver: Female

CASUALTIES:

1 Driver Male Slight In Vehicle 1 2 Veh Passenger Female Slight In Vehicle 1

PAGE: 9 DATE PRINTED: 28/03/2012

CURRENT DATADATE: 31/12/2011

All Accidents TRUE POLYGON SELECTION

LINCOLNSHIRE ROAD SAFETY PARTNERSHIP

ACCIDENT REFERENCE: D242109 ------

Road Number : A158 GRID REF: 481535,389091 SPEED LIMIT: 30 Road 2 Number : A631

PARISH : GAINSBOROUGH DIVISION: DISTRICT: West Lindsey

POLICE SECTOR : Gainsborough SEVERITY: Slight POLICE DIVISION : West

LOCATION : LEA ROAD JUNCT WITH BRIDGE ROAD, GAINSBOROUGH. NO GRID REF.

Page 13 A631 ACCIDENT DATA_GAINSBOROUGH DESCRIPTION : V1 TURNED RIGHT FROM LEA ROAD ONTO BRIDGE ROAD AND CROSSED PATH OF V2, WHICH WAS TRAVELLING STRAIGHT ON.

DATE : 23/08/2009 - Sunday TIME: 1737

NUMBER OF VEHICLES : 2 NUMBER OF CASUALTIES: 1

JUNCTION DETAIL : Crossroads JUNCTION CONTROL: Give Way or Uncontrolled

WEATHER : Fine (Without High Wind)

LIGHT CONDITIONS : Day - St Lghts

SURFACE CONDITIONS: Dry

DID AN OFFICER ATTEND THE SCENE? Yes

PRE 2005 CONTRIBUTORY FACTORS

CONTRIBUTORY FACTOR 1: CONTRIBUTORY FACTOR 2: CONTRIBUTORY FACTOR 3:

2005+ CONTRIBUTORY FACTORS

1.V1 Very Likely Failed to look properly 2.V1 Very Likely Failed to judge other person's path or speed 3.V2 Possible Exceeding speed limit 4.V1 Very Likely Poor turn or manoeuvre 5.V1 Very Likely Junction restart 6.''

VEHICLES:

1 Car Turning Right South To East No Skdng /Jck-Knfg /Ovrtrng Driver: Female 61 2 Car Going ahead East To West No Skdng /Jck-Knfg /Ovrtrng Driver: Male 36

CASUALTIES:

1 Driver 61 Female Slight In Vehicle 1

PAGE: 10 DATE PRINTED: 28/03/2012

CURRENT DATADATE: 31/12/2011

All Accidents TRUE POLYGON SELECTION

Page 14 A631 ACCIDENT DATA_GAINSBOROUGH LINCOLNSHIRE ROAD SAFETY PARTNERSHIP

ACCIDENT REFERENCE: D020810 ------

Road Number : A631 GRID REF: 481592,389106 SPEED LIMIT: 30 Road 2 Number : A156

PARISH : GAINSBOROUGH DIVISION: DISTRICT: West Lindsey

POLICE SECTOR : Gainsborough SEVERITY: Slight POLICE DIVISION : West

LOCATION : GAINSBOROUGH - A631 BRIDGE ROAD APPROX 80 METRES EAST OF A156 LEA ROAD JUNCTION. (GRID REF 4815823, 3891201).

DESCRIPTION : WEATHER CONDITIONS WET & SLIPPERY ROAD SURFACE. TWO SCOOTERS BEING RIDDEN BY YOUNG INEXPERIENCED RIDERS. ONE SCOOTER HAS PULLED OFF A GARAGE FORECOURT WITHOUT SEEING OTHER SCOOTER ON THE ROAD. BRAKES HAVE BEEN APPLIED BUT DUE TO WEATHER CONDITIONS AND SLIPPERY ROAD SURFACE, A MINOR SLOW SPEED COLLISION HAS OCCURED.

DATE : 24/01/2010 - Sunday TIME: 1920

NUMBER OF VEHICLES : 2 NUMBER OF CASUALTIES: 2

JUNCTION DETAIL : Crossroads JUNCTION CONTROL: Automatic Traffic Signal

WEATHER : Raining (Without High Wind)

LIGHT CONDITIONS : Dark - Lit St Lights

SURFACE CONDITIONS: Wet or Damp

DID AN OFFICER ATTEND THE SCENE? Yes

PRE 2005 CONTRIBUTORY FACTORS

CONTRIBUTORY FACTOR 1: CONTRIBUTORY FACTOR 2: CONTRIBUTORY FACTOR 3:

2005+ CONTRIBUTORY FACTORS

1.V1 Very Likely Slippery road (due to weather) Page 15 A631 ACCIDENT DATA_GAINSBOROUGH 2.V2 Possible Failed to look properly 3.V1 Possible Inexperienced or learner driver/rider 4.V2 Possible Inexperienced or learner driver/rider 5.V2 Possible Rain, sleet, snow, or fog 6.

VEHICLES:

1 Motorcycle 50 cc and under Going ahead West To East Skidding Driver: Male 17 2 Motorcycle 50 cc and under Starting North To East No Skdng /Jck-Knfg /Ovrtrng Driver: Male 16

CASUALTIES:

1 Driver 17 Male Slight In Vehicle 1 2 Driver 16 Male Slight In Vehicle 2

PAGE: 11 DATE PRINTED: 28/03/2012

CURRENT DATADATE: 31/12/2011

All Accidents TRUE POLYGON SELECTION

LINCOLNSHIRE ROAD SAFETY PARTNERSHIP

ACCIDENT REFERENCE: D149611 ------

Road Number : D GRID REF: 481531,389100 SPEED LIMIT: 30 Road 2 Number : A631

PARISH : GAINSBOROUGH DIVISION: DISTRICT: West Lindsey

POLICE SECTOR : Gainsborough SEVERITY: Slight POLICE DIVISION : West

LOCATION : BRIDGE STREET JUNCT WITH BRIDGE ROAD, GAINSBOROUGH. 481465 389236

DESCRIPTION : V1 WAS WAITING TO TURN RIGHT ONTO THE TRENT BRIDGE. V2 COLLIDED WITH REAR OF V1.

DATE : 25/05/2011 - Wednesday Page 16 A631 ACCIDENT DATA_GAINSBOROUGH TIME: 1720

NUMBER OF VEHICLES : 2 NUMBER OF CASUALTIES: 1

JUNCTION DETAIL : 'T' or Staggered Junction JUNCTION CONTROL: Automatic Traffic Signal

WEATHER : Unknown

LIGHT CONDITIONS : Day - No Street Lighting

SURFACE CONDITIONS: Dry

DID AN OFFICER ATTEND THE SCENE? No

PRE 2005 CONTRIBUTORY FACTORS

CONTRIBUTORY FACTOR 1: CONTRIBUTORY FACTOR 2: CONTRIBUTORY FACTOR 3:

2005+ CONTRIBUTORY FACTORS

1.V2 Very Likely Careless/Reckless/In a hurry 2.V2 Very Likely Failed to look properly 3. 4. 5. 6.

VEHICLES:

1 Car Waiting to turn Right North To West No Skdng /Jck-Knfg /Ovrtrng Driver: Female 43 2 Car Going ahead North To West No Skdng /Jck-Knfg /Ovrtrng Driver: Female

CASUALTIES:

1 Driver 43 Female Slight In Vehicle 1

PAGE: 12 DATE PRINTED: 28/03/2012

CURRENT DATADATE: 31/12/2011

All Accidents TRUE POLYGON SELECTION

LINCOLNSHIRE ROAD SAFETY PARTNERSHIP

ACCIDENT REFERENCE: D407510 ------

Road Number : A631 GRID REF: 481534,389094 Page 17 A631 ACCIDENT DATA_GAINSBOROUGH SPEED LIMIT: 30 Road 2 Number : A156

PARISH : GAINSBOROUGH DIVISION: DISTRICT: West Lindsey

POLICE SECTOR : Gainsborough SEVERITY: Slight POLICE DIVISION : West

LOCATION : BRIDGE ROAD JUNCT WITH LEA ROAD, GAINSBOROUGH. 4816367 3890879

DESCRIPTION : V3 STOPPED AT RED LIGHTS, HAVING CROSSED TRENT BRIDGE TOWARDS GAINSBOROUGH. V2 STOPPED BEHIND V3. V1 COLLIDED WITH V2 WHICH SHUNTED INTO V3. V1 LEFT SCENE.

DATE : 14/12/2010 - Tuesday TIME: 1830

NUMBER OF VEHICLES : 3 NUMBER OF CASUALTIES: 1

JUNCTION DETAIL : Crossroads JUNCTION CONTROL: Automatic Traffic Signal

WEATHER : Unknown

LIGHT CONDITIONS : Dark - Lit St Lights

SURFACE CONDITIONS:

DID AN OFFICER ATTEND THE SCENE? No

PRE 2005 CONTRIBUTORY FACTORS

CONTRIBUTORY FACTOR 1: CONTRIBUTORY FACTOR 2: CONTRIBUTORY FACTOR 3:

2005+ CONTRIBUTORY FACTORS

1.V1 Very Likely Failed to judge other person's path or speed 2.V1 Very Likely Disobeyed automatic traffic signal 3.'' 4.'' 5.'' 6.''

VEHICLES:

1 Car Going ahead West To East No Skdng /Jck-Knfg /Ovrtrng Driver: Male 35 2 Car Waitng to go ahead, held up West To East No Page 18 A631 ACCIDENT DATA_GAINSBOROUGH Skdng /Jck-Knfg /Ovrtrng Driver: Female 49 3 Car Waitng to go ahead, held up West To East No Skdng /Jck-Knfg /Ovrtrng Driver: Male 67

CASUALTIES:

1 Driver 67 Male Slight In Vehicle 3

PAGE: 13 DATE PRINTED: 28/03/2012

CURRENT DATADATE: 31/12/2011

All Accidents TRUE POLYGON SELECTION

LINCOLNSHIRE ROAD SAFETY PARTNERSHIP

ACCIDENT REFERENCE: L274311 ------

Road Number : D GRID REF: 481531,389099 SPEED LIMIT: 30 Road 2 Number : A631

PARISH : GAINSBOROUGH DIVISION: DISTRICT: West Lindsey

POLICE SECTOR : Gainsborough SEVERITY: Slight POLICE DIVISION : West

LOCATION : GAINSBOROUGH - JUNCTION OF UNCLASS BRIDGE STREET AND A631 BRIDGE ROAD. (GRID REF 481531,389099).

DESCRIPTION : V1 HAS DRIVEN OVER TRENT BRIDGE ON A631 AND HAS FAILED TO STOP AT RED TRAFFIC LIGHTS AND COLLDED WITH V2 TRAVELLING ALONG BRIDGE STREET TOWARDS LEA ROAD.

DATE : 22/09/2011 - Thursday TIME: 1630

NUMBER OF VEHICLES : 2 NUMBER OF CASUALTIES: 2

JUNCTION DETAIL : Crossroads JUNCTION CONTROL: Automatic Traffic Signal

WEATHER : Fine (Without High Wind)

Page 19 A631 ACCIDENT DATA_GAINSBOROUGH LIGHT CONDITIONS : Day - St Lghts

SURFACE CONDITIONS: Dry

DID AN OFFICER ATTEND THE SCENE? Yes

PRE 2005 CONTRIBUTORY FACTORS

CONTRIBUTORY FACTOR 1: CONTRIBUTORY FACTOR 2: CONTRIBUTORY FACTOR 3:

2005+ CONTRIBUTORY FACTORS

1.V1 Very Likely Disobeyed automatic traffic signal 2.V1 Very Likely Failed to look properly 3.V1 Possible Careless/Reckless/In a hurry 4. 5. 6.

VEHICLES:

1 Car Going ahead West To East No Skdng /Jck-Knfg /Ovrtrng Driver: Male 23 2 Car Going ahead North To South No Skdng /Jck-Knfg /Ovrtrng Driver: Female 62

CASUALTIES:

1 Driver 62 Female Slight In Vehicle 2 2 Veh Passenger 21 Male Slight In Vehicle 1

PAGE: 14 DATE PRINTED: 28/03/2012

CURRENT DATADATE: 31/12/2011

All Accidents TRUE POLYGON SELECTION

LINCOLNSHIRE ROAD SAFETY PARTNERSHIP

ACCIDENT REFERENCE: D182910 ------

Road Number : A631 GRID REF: 481648,389111 SPEED LIMIT: 30 Road 2 Number :

PARISH : GAINSBOROUGH DIVISION: DISTRICT: West Lindsey

POLICE SECTOR : Gainsborough Page 20 A631 ACCIDENT DATA_GAINSBOROUGH SEVERITY: Slight POLICE DIVISION : West

LOCATION : GAINSBOROUGH-BRIDGE ROAD A631 PUFFIN CROSSING JUST BEFORE THE RBT. 418465-389236.

DESCRIPTION : V1 HAS FAILED TO STOP AT RED LIGHT ON PELICAN CROSSING. CHILD ON CROSSING HAS RECEIVED A GLANCING BLOW FROM THE VEHICLE CAUSING A 1 INCH SCATCH TO HER ELBOW.

DATE : 23/06/2010 - Wednesday TIME: 910

NUMBER OF VEHICLES : 1 NUMBER OF CASUALTIES: 1

JUNCTION DETAIL : Not at/within 20m of Jnct. JUNCTION CONTROL:

WEATHER : Fine (Without High Wind)

LIGHT CONDITIONS : Day - St Lghts

SURFACE CONDITIONS: Dry

DID AN OFFICER ATTEND THE SCENE? No

PRE 2005 CONTRIBUTORY FACTORS

CONTRIBUTORY FACTOR 1: CONTRIBUTORY FACTOR 2: CONTRIBUTORY FACTOR 3:

2005+ CONTRIBUTORY FACTORS

1.V1 Very Likely Careless/Reckless/In a hurry 2.V1 Very Likely Disobeyed pedestrian crossing facility 3. 4. 5. 6.

VEHICLES:

1 Car Going ahead West To East No Skdng /Jck-Knfg /Ovrtrng Driver: Not Traced

CASUALTIES:

1 Pedestrian 3 Female Slight In Vehicle 1

PAGE: 15 Page 21 A631 ACCIDENT DATA_GAINSBOROUGH DATE PRINTED: 28/03/2012

CURRENT DATADATE: 31/12/2011

All Accidents TRUE POLYGON SELECTION

Page 22