kirby misperton a wellsite km8 production well … management plan for km8...kirby misperton a...

KIRBY MISPERTON A WELLSITE

KM8 PRODUCTION WELL

HYDRAULIC FRACTURE STIMULATION

TRAFFIC MANAGEMENT PLAN

www.third-energy.com Revision 5

31st July 2017

KM8 Hydraulic Fracture Stimulation Traffic Management Plan

Uncontrolled if printed TMP/Rev5/31-07-2017 Page 1

APPROVAL LIST

Title Name Signature

Prepared By Senior Town Planner Elizabeth Walker

Reviewed ByHSE and Planning

ManagerJonathan Foster

Approved By Operations Director John Dewar

REVISION RECORD

Version Date Description

P0 3rd March 2015 Draft

Rev 0 15th May 2015 Original Issue

Rev 1 29th June 2015 Revised Traffic Movements

Rev 2 22nd October 2015 Access Arrangement

Rev 3 17th December 2015Revised Traffic Movements, Dust

Monitoring & Kirby MispertonBridge Abnormal Load Crossing

Rev 4 19th May 2017

Updates to support discharge ofplanning conditions following thegranting of planning permission in

May 2016

Rev 5 31st July 2017Update in Response to Highway

Authority Comments

COPYRIGHT

© 2017 Third Energy UK Gas Limited. All Rights Reserved.

The contents of this document may not be reproduced or copied without the express written permissionof Third Energy UK Gas Limited.



CONTENTS1. INTRODUCTION ................................................................................................................ 6

1.1 THE APPLICANT .......................................................................................................................6

1.2 THE DEVELOPMENT ................................................................................................................6

1.2.1 Noise Attenuation Barrier ...............................................................................................7

1.2.2 Pre-Stimulation Workover ..............................................................................................7

1.2.3 Hydraulic Fracture Stimulation and Well Test ................................................................9

1.2.4 Production Test .............................................................................................................13

1.2.5 Production.....................................................................................................................14

1.2.5.1 Workovers.....................................................................................................................14

1.2.5.2 Well Abandonment (Decommissioning) .......................................................................15

1.2.6 Site Restoration.............................................................................................................15

1.2.6.1 Restoration....................................................................................................................15

1.2.6.2 Aftercare and Monitoring .............................................................................................17

1.3 SCOPE....................................................................................................................................17

1.4 ROLES AND RESPONSIBILITIES ..............................................................................................17

1.4.1 Operations Director ......................................................................................................18

1.4.2 HSE Manager.................................................................................................................18

1.4.3 Drilling Manager............................................................................................................18

1.4.4 Operations Support Manager .......................................................................................18

1.4.5 Wellsite Supervisor(s) ...................................................................................................18

1.4.6 HSE Supervisor ..............................................................................................................18

1.4.7 Contractors and Project Personnel ...............................................................................19

2. ACCESS ROUTE................................................................................................................ 20

2.1 SITE ADDRESS........................................................................................................................20

2.2 KMA WELLSITE VEHICLE ROUTING........................................................................................20

3. TRAFFIC MANAGEMENT.................................................................................................. 21

3.1 ACCESS ARRANGEMENTS......................................................................................................21

3.2 TEMPORARY WORKS ACCESS SIGNAGE ................................................................................22

3.3 HOLDING AREAS....................................................................................................................22

3.4 ABNORMAL LOADS ...............................................................................................................23

3.5 KIRBY MISPERTON BRIDGE....................................................................................................23

3.6 ROAD CLOSURE .....................................................................................................................23



3.7 MAIN STREET AND HABTON ROAD.......................................................................................23

4. ONSITE CONTROLS .......................................................................................................... 25

4.1 SITE SECURITY .......................................................................................................................25

4.2 BANKSMAN ...........................................................................................................................25

4.3 PARKING................................................................................................................................25

4.4 ACCESS FOR UNLOADING AND TURNING .............................................................................25

4.5 ACCESS ON TO PUBLIC HIGHWAY .........................................................................................25

5. IMPACT MITIGATION ...................................................................................................... 26

5.1 MUD AND DEBRIS .................................................................................................................26

5.2 DUST......................................................................................................................................26

5.3 VIBRATION ............................................................................................................................26

6. COMMUNITY CONSIDERATION AND NOTIFICATION ......................................................... 28

6.1 COMMUNITY INPUT..............................................................................................................28

7. DILAPIDATION SURVEY ................................................................................................... 30

8. MONITORING AND COMPLIANCE .................................................................................... 31

APPENDIX 1 – TRAFFIC ROUTE .........................................................................................................32

APPENDIX 2 – SITE PLANS ....................................................................................................... 34

APPENDIX 3 – SUMMARY TRAFFIC MANAGEMENT PLAN......................................................... 36

APPENDIX 4 – TEMPORARY WORKS ACCESS SIGNAGE ............................................................. 38

FIGURESChapter 1:

Figure 1.1: Operational Organogram

TABLESChapter 1:

Table 1.1: Indicative Noise Attenuation Barrier Transport Movements

Table 1.2: Indicative Pre-Stimulation Workover Rig Transport Movements

Table 1.3: Pre Stimulation Workover Working Hours per Day

Table 1.4: Predicted Average Vehicle Movements per day during Pre-Stimulation Workover

Table 1.5: Hydraulic Fracture Phase Transport Movements (approximate)

Table 1.6: Hydraulic Fracture Working Hours per Day

Table 1.7: Predicted Average Daily Personnel Movements – Hydraulic Fracture



Table 1.8: Production Test Phase Installation of Equipment and Site Works Working Hours

Table 1.9: Predicted Average Vehicle Movements per day during Production Test

Table 1.10: Predicted Vehicle Movements per day during Production Test

Table 1.11: Wellsite Restoration Working Hours per Day

Table 1.12: Predicted Average Vehicle Movements per Day during Wellsite Restoration

Chapter 3:

Table 3.1: Wellsite Access Arrangements during Pre-Stimulation Workover

Table 3.2: Wellsite Access Arrangements during Hydraulic Fracture Stimulation

Table 3.3: Wellsite Access Arrangements during Production Test

Table 3.4: Wellsite Access Arrangements during Production

Table 3.5: Wellsite Access Arrangements during Restoration

DRAWINGSAppendix 1:

PSSL/TE/KM8/HFS/TMP/001 Access Route Plan 1: 25,000 Scale (Printed A3)

Appendix 2:

PSSL/TE/KM8/HFS/PA/01 Red Line Boundary Plan 1: 2,500 Scale (Printed A3)PSSL/TE/KM8/HFS/PA/04 Site Plan 1: 2,500 Scale (Printed A3)

Appendix 3:

PSSL/TE/KM8/HFS/TMP/001 Access Route Plan 1: 25,000 Scale (Printed A3)

Appendix 4:

LTP/1443/T1/01 Temporary Traffic Management Signing Not to Scale (Printed A3)



**This page has been intentionally left blank**



1. INTRODUCTION

1.1 THE APPLICANT

Third Energy UK Gas Limited (the “Applicant”) is the operator of gas fields within the Ryedale areaand, at the time of submitting this application, holds interests in a total of six (6) Petroleum Licencesand one (1) Petroleum Appraisal Licence, granted by the Secretary of State at the Department ofEnergy and Climate Change (DECC). Under the Petroleum Licensing system this permits the licenceholder to ‘search, bore and get petroleum within the licence boundary’ subject to the granting ofplanning permission, in accordance with the Town and County Planning Act 1990.

Many of the Ryedale gas fields were originally discovered by Taylor Woodrow Exploration Limitedand subsequently developed by Kelt UK Limited. Kelt sold its interest in the Ryedale Gas Fields toTullow Oil and Edinburgh Oil and Gas. Tullow Oil went on to acquire the interest held by EdinburghOil and Gas. The Applicant (formerly Viking UK Gas Limited) acquired the interests of the RyedaleGas Fields from Tullow in 2003 and has subsequently undertaken an active drilling and workoverprogramme to enhance production of gas from the gas fields located at Kirby Misperton, Pickering,Marishes and Malton.

The Applicant also holds a number of exploration licences and has previously constructed and drilledwells at Ebberston Moor, within the North York Moors National Park.

1.2 THE DEVELOPMENT

Planning permission was granted by North Yorkshire County Council (NYCC) on the 9th January 2013for the construction of an extension to an existing wellsite (Kirby Misperton 1), to drill and test up totwo (2) production boreholes followed by subsequent production of gas at Kirby Misperton 1Wellsite (East), Alma Farm, Habton Road, Kirby Misperton (Decision Notice C3/12/00989/CPO). TheKirby Misperton 1 wellsite and the Kirby Misperton 1 extension KM1 extension are referred tocollectively as the Kirby Misperton A Wellsite (KMA). Planning permission was granted in May 2016to hydraulically stimulate and test the various geological formations previously identified during the2013 drilling operation and subsequent analysis of the data, followed by the production of gas fromone or more of these formations into the existing production facilities.

The development will consist of five (5) principal phases:

Pre-Stimulation Workover; Hydraulic Fracture Stimulation; Production Test; Production; and Site Restoration.

During the operations, all vehicles will access the site using a specified route. It is proposed thatvehicles will access the site along the A169, turning west onto Kirby Misperton Road. Afterapproximately 2.4km vehicles will bear left at the roundabout onto Main Street leading to Habton



Road. After approximately 1.3km vehicles will turn right onto the access track which leads to theKMA wellsite. When exiting the wellsite, the directions are the reverse of the above.

1.2.1 Noise Attenuation Barrier

In advance of the pre-stimulation workover and subsequent hydraulic fracture stimulation, a noiseattenuation barrier will be mobilised to the wellsite. The noise attenuation barrier proposed withinthis planning application is constructed using a combination of single height ISO ‘high cube’ shippingcontainers (2.9m high) at the base of the barrier and a scaffold frame extending to an overall heightof 9m. Individual Echo Barrier panels, the dimensions of which are 2m x 1.2m, will then be attachedto the scaffold frame, overlapping each other and the ISO shipping containers to provide acompetent noise attenuation system.

On completion of the hydraulic fracture stimulation operation the noise attenuation barrier will bedemobilised from the wellsite.

Vehicle movements associated with the noise attenuation barrier are provided in Table 1.1 belowand indicate a total of 72 individual HGV movements. During peak times of mobilisation anddemobilisation, the estimated HGV movements per hour will be four (4), which is based on two (2)vehicles per hour entering and then leaving the KMA wellsite between the hours of 07:00 to 19:00.

Equipment Description HGV Vehicle Movements

Mobilise 11 x 12m ISO Shipping Containers 22

Mobilise 3 x 6m ISO Shipping Containers 4

Echo Barrier Panels 4

Scaffolding 4

Crane 2

Demobilise 11 x 12m ISO Shipping Containers 22

Demobilise 3 x 6m ISO Shipping Containers 4

Echo Barrier Panels 4

Scaffolding 4

Crane 2

Table 1.1: Indicative Noise Attenuation Barrier Transport Movements

1.2.2 Pre-Stimulation Workover

In order to prepare the well for hydraulic fracturing operations, a workover rig will first be mobilisedto the KMA wellsite and rigged up. The workover rig will run into the KM8 well and retrieve the89mm (3 ½”) circulating string.



Once the circulating string has been removed, the borehole may be surveyed using wireline tools toaccurately correlate the perforating depths. Once the perforating depths have been correlated aseries of tubing conveyed perforation guns will be run into the borehole in sequence and spaced outto perforate the 178mm (7”) casing at the required depths. As the proposal is to hydraulicallyfracture five (5) discrete zones, at depths between circa, 2,123m (7,000 ft) and circa 3,048m (10,000ft) below ground level, five (5) perforating guns will be run in to the borehole and fired, creatingdirect communication between the borehole and the formation. The depths of the five (5) zonesare:

Zone A - 2,123m (6,965ft) to 2,129m (6,985ft) Zone B – 2,247m (7,370ft) to 2,253m (7,390ft) Zone C – 2,652m (8,699ft) to 2,658m (8,719ft) Zone D – 2,760m (9,056ft) to 2,766m (9,076ft) Zone E – 3,037m (9,964ft) to 3,043m (9,984ft)

Once the 178mm (7”) casing has been perforated, the fired perforating guns will be brought back tosurface. A clean-up assembly will then be run into the borehole, where it will be cleaned and scrapedto remove any debris from the perforations.

Once the borehole has been cleaned and any perforating debris removed, a 114.3mm (4 ½”)completion string will be run into the borehole. The completion string will consist of a number ofcompletion packers attached to a 114.3mm (4 ½”) tubing string, suitably spaced to provide individualisolation of the five (5) zones being hydraulically fractured. A sliding sleeve will be positionedbetween each set of completion packers, which can be opened using coil tubing to allow fluid to bepumped into each zone.

The completion string is engineered such to provide integrated down hole safety barriers and plugprofiles tied back to the surface wellhead, with a production hanger system connected to the114.3mm (4 ½”) completion string. A series of valves will be installed on top of the wellhead toprovide additional safety barriers to the wellbore. Once installed and in advance of the hydraulicfracturing operation, the completion string and wellhead will be tested. The workover operation isanticipated to take two (2) weeks to complete, during which time the operation will be undertaken24 hours per day.

Following installation and testing of the completion string, the workover rig will be de-mobilisedfrom the KMA wellsite.

There will be a number of vehicle movements associated with the mobilisation and demobilisationof the workover rig and equipment, the details of which are provided in Table 1.2.



Equipment Description Individual HGV VehicleMovements During Mobilisation

Individual HGV VehicleMovements During

Demobilisation

Workover Rig (Driven) 1 1Fluid Pumping Truck (Driven) 1 1Circulating Tank, Tool Container,Workshop

2 2

Catwalk, Choke Manifold and BOP’s 2 2Workstring 6 6Completion Fluid Additives 2 0Third Energy Office Accommodation 4 Demobilised after Hydraulic

Fracture StimulationTotal HGV Movements (Approximate) 18 12

TOTAL: 30Table 1.2: Indicative Pre-Stimulation Workover Rig Transport Movements

The pre-stimulation workover will be carried out over a period of approximately two (2) weeks andwill require approximately 10 personnel. A parking area will be made available onsite for all vehiclesassociated with the operations. The operation will be carried out during the hours stated in Table1.3.

Day Time

Monday to Friday 24 hrs per day

Saturday and Sunday 24 hrs per day

Table 1.3: Pre-stimulation Workover Working Hours per Day

Throughout the pre-stimulation workover, there will be a number of LGV movements and carmovements associated with the operation, which is provided in Table 1.4. These vehicle movementsare associated with monitoring and supervision of the workover operation, together with personnelgetting to and from the KMA wellsite.

Vehicle Single Movement

LGV / Car 6

Table 1.4: Predicted Average Vehicle Movements per day during Pre-Stimulation Workover

1.2.3 Hydraulic Fracture Stimulation and Well Test

Once the workover rig has been de-mobilised from the KMA wellsite, the hydraulic fracturingequipment, coil tubing unit and well testing equipment will be rigged up and commissioned. It isanticipated that the majority of the equipment required for the hydraulic fracture stimulation will bedelivered to site during the workover phase and within the first two weeks of the hydraulic fracturephase, reducing the number of peak traffic movements.

Each discrete zone will be hydraulically stimulated in turn, starting from Zone E at the bottom byfully opening the sliding sleeve using wireline or coil tubing and pumping the designed stimulationtreatment for that particular interval down the wellbore, through the perforated interval and intothe targeted formation. Once the fluid has been pumped, coil tubing will be run back down the



wellbore to the stimulated zone in order to circulate out any material from the wellbore. A coiltubing drillable bridge plug will then be run and set above the opened sliding sleeve, effectivelyisolating Zone E. Each stage will be similar in sequence to the last and will consist of fully opening thesliding sleeve using coiled tubing and pumping stimulation fluids. The stimulation fluids are amixture of water and fracture additives to which sand will be added.

Each hydraulic stimulation, from beginning to end, is anticipated to take approximately five (5) hoursto complete and be undertaken during daylight hours, however, preparation times, including riggingup and rigging down the equipment, extends the overall duration of operation to approximately six(6) weeks.

A percentage of the hydraulic fracture fluid used in each of the five (5) fracture treatments will bereturned to surface and treated, making it suitable for reuse in the next zone being hydraulicallystimulated. The percentage returned is anticipated to be circa 30% with the maximum of 50% havingbeen recorded in previous hydraulic fracturing operations. Waste water treatment may includeelectrocoagulation and UV screening equipment. Cleaning waste fluids in this manner reduces thevolume of waste water needing to be transported offsite for treatment and/or disposal and reduceswater requirement for the subsequent zones being hydraulically fractured.

On completion of the fifth hydraulic fracture treatment, flowback water will be diverted to storagetanks on site, where it is held for subsequent offsite treatment and/or disposal at an EnvironmentAgency permitted facility.

In an attempt to reduce the duration and impact of the operation all flowback water may bediverted directly to storage tanks onsite where it is held for subsequent offsite treatment and/ordisposal at an Environment Agency permitted waste treatment facility.

Once all five (5) zones have been hydraulically stimulated and cleaned out, the hydraulic fracturingequipment will be de-mobilised from site.

Coil tubing will be run into the borehole with a mill toothed drilling bit and will proceed to drill outeach of the bridge plugs in turn, starting with the top plug. Fluid will be circulated down the coiltubing during the drilling operation and will circulate out the cuttings generated from the drillingaction. The cuttings will be separated from the fluid at surface and removed from site for offsiterecycling and/or disposal to an Environment Agency permitted facility.

Once all of the bridge plugs have been milled, the well is ready to be flow tested.

Peak vehicle movements during the six (6) week hydraulic fracturing phase will be during themobilisation and demobilisation of the hydraulic fracturing equipment and materials.

Equipment may not necessarily be brought onto site immediately prior to each distinct phase.Operational demands may dictate that equipment be brought onto site during the earlierdevelopment phases for use in the later phases. For example during the workover phase the welltest equipment may well be brought onto site. This spreads the number of vehicle movements overa longer time period, which in turn reduces the number of peak traffic movements.



Vehicle movements associated with the hydraulic fracture phase are provided in Table 1.5 andindicate a total of 388 individual HGV movements. During peak times of mobilisation anddemobilisation, the estimated HGV movements per hour will be four (4), which is based on two (2)vehicles per hour entering and then leaving the KMA wellsite over a four (4) day period between thehours of 07:00 to 19:00.

Equipment Description Individual HGV VehicleMovements During Mobilisation

Individual HGV VehicleMovements During

Demobilisation

Hydraulic Fracturing EquipmentMissile Manifold 2 2High Pressure Pumps x 4 4 4Ace Blender 2 2Dry Polymer Blender 2 2Annulus Truck 1 1Technical Command Centre 2 2Roadable Tanks x 19 38 38Proppant Silo x 3 6 6Work/Crew Container 2 2Sand Proppant x 13 Trucks 26 0Centrifugal Pump Skids x 3 2 2HP iron Truck 2 2Low Pressure Manifolds, Hoses 6 6Fracture Fluid Additives x 13 trucks 26 10Spill-Guards 2 2Coil Tubing EquipmentCoil Tubing House & Power Pack 2 2Base Tower Section 2 2Tower Sections x 2 2 2Coil Tubing Injector 2 2Coil Tubing Reel 2 2Baskets c/w Hoses & Hydraulic Hoses 2 2Workshop Container, Tool Container 4 4N2 Converter 2 2N2 Storage Tank x 4 4 4Open top Basket c/w BOP/riser assembly,Koomey unit

2 2

Iron Container, Additives, Bunding 2 2Storage Tank 2 2Well Test EquipmentSurface Safety Valve, Sand Catcher, ChokeManifold

2 2

Heat Exchanger 2 2Three Phase Separator 2 2Sand Filter x 2, Flush Pump 4 4Surge Tank 2 2Solid Removal Silo 2 2Enclosed Solids Handling Tank, ChemicalInjection Pump, Chemical Tank, TransferPump

2 2

Atmospheric Tank 2 2Steam Generator 2 2Well Test Lab/ DAQ Cabin 2 2Workshop Container 2 2Storage tanks x 2 4 4Pipe Package x 2 4 4



Well Test Waste Solid/Water 0 40Wireline EquipmentWPS Unit (or Truck), Worksop, PCE skid,Well Control Panel

4 4

Fluid Treatment EquipmentUV Treatment Unit 2 2Electrocoagulation Treatment Unit 2 2Electrocoagulation Treatment AuxiliaryUnit

2 2

Office AccommodationThird Energy Office Accommodation 0 4Total HGV Movements (Approximate) 193 195

TOTAL: 388Table 1.5: Hydraulic Fracture Phase Transport Movements (approximate)

The Hydraulic Fracture phase of operations will be carried out 24 hours a day, however, for absoluteclarity, the actual hydraulic fracturing will only be undertaken for relatively short periods during thedaytime. The working hours for this phase of the development are shown in Table 1.6.

Day Time

Monday to Friday 24 hrs per day

Saturday and Sunday 24 hrs per day

Table 1.6: Hydraulic Fracture Working Hours per Day

Following mobilisation and prior to demobilisation of the hydraulic fracturing equipment andmaterials, vehicle movements are anticipated to be low with some periodic HGV movementsassociated with the delivering of equipment and the removal of waste. LGV and car vehiclemovements are anticipated and are associated with monitoring and supervision of the hydraulicfracturing operation, together with personnel getting to and from the KMA wellsite. Predictedaverage vehicle movements per day during hydraulic fracture operations are detailed in Table 1.7.


HGV 8

LGV / Car 10

Table 1.7: Predicted Average Daily Personnel Movements – Hydraulic Fracture

Well testing equipment will be mobilised to site during the first week of the Hydraulic Fracturingphase, rigged up and commissioned. Well testing equipment will consist of a choke manifold, a solidsremoval system, a test separator, which separates any gas from fluids and fluid storage tanks.

Once all of the bridge plugs have been milled, the well is ready to be flow tested. Coil tubing will firstbe run into the base of the well. Nitrogen will then be pumped through and out of the coil tubingpositioned at the base of the well. The nitrogen will then flow to surface displacing (pushing) thefluid in the well back to surface. This process reduces the hydrostatic weight of the fluid column inthe wellbore, which in turn allows the gas to flow to surface.



Once gas reaches surface it is diverted via the well testing tree, through the well test separatorsystem and into the existing production equipment via temporary flow lines, from where it isexported off site via existing underground pipeline to Knapton Generating Station where it is used togenerate electricity.

Residual flowback fluid, which is brought to surface with the gas, is separated onsite via the well testseparator and diverted to storage tanks on site, where it is held for subsequent offsite transfer to anEnvironment Agency permitted treatment and/or disposal facility.

A number of tests will be performed to establish flow characteristics, with the aim of determiningwhether the formation being tested is capable of producing commercial quantities of gas.

1.2.4 Production Test

Once the hydraulic fracturing stimulation is complete and the well test indicates that the well iscapable of producing commercial quantities of gas, the Applicant may wish to carry out a productiontest. The aim of the production test is to gain a greater understanding of the flow characteristics ofthe formation over an extended period of time.

The production test would take place immediately after completing the well test operation, once thehydraulic fracturing equipment, coil tubing unit, wireline unit and well test equipment has beendemobilised from site.

This phase of the operations will require minimal equipment to be brought onsite, primarilyconsisting of a welded flowline and temporary flowline pipe supports connecting the KM8 well withthe existing production equipment on site, which will be installed and operated for up to ninety (90)days. Whilst the production test will be performed 24 hours a day, the working hours for theinstallation of the production test equipment and any site works are shown in Table 1.8.

Day Time

Monday to Friday 07:00 – 19:00 hrs

Saturday and Sunday 07:00 – 19:00 hrs

Table 1.8: Production Test Phase Installation of Equipment and Site Works Working Hours

As with the current arrangement onsite for gas production, gas will be flowed to the surface and intothe existing production facilities, from where it is transported via pipeline to the Knapton GeneratingStation for subsequent generating of electricity.

HGV movements during the production test will be limited to the delivery and installation of the highpressure flowline, which is anticipated to be two (2) single HGV movements. Whilst very unlikely ifformation water is produced with the natural gas, it will be separated onsite via the existingproduction separator and removed from site via road tanker. The Applicant has estimated theaverage number of vehicle movements per day during the production test and is provided in Table1.9.




LGV / Car 4

HGV 1 per 2-3 days (est)

Table 1.9: Predicted Average Vehicle Movements per day during Production Test

1.2.5 Production

On completion of the well testing phase and/or the production test phase, the Applicant will make adecision as to whether the prospect is commercially viable. If a successful production test is achievedthe KM8 well will be permanently hooked up to the existing production equipment on site.

To enable the permanent hook-up of the KM8 well to the existing production equipment on site,only minor additional equipment will be required, consisting of permanent flowline pipe supportsand minor groundworks.

Once permanent hook-up is complete and commissioned, production of natural gas will commenceand continue until cessation of gas production, which is anticipated to be nine (9) years with allphases of the proposed development to be completed within ten (10) years. Natural gas will flow tosurface under pressure and pass through the production equipment onsite. Produced gas istransferred to Knapton Generating Station via pipeline where it is used to generate electricity, whichis then transferred into the national grid. Based on a detailed evaluation of the log and core data it isanticipated that any gas produced from the Bowland formation will be dry with any moisturecontent removed as part of the routine production activity.

HGV movements during the production phase will be limited to the delivery and installation of thepermanent flowline pipe supports and associated groundworks, which is anticipated to be four (4)single HGV movements, The Applicant has estimated the average number of vehicle movements perday during the production phase in Table 1.10.


LGV / Car 4

Table 1.10: Predicted Average Vehicle Movements per day during Production

1.2.5.1 Workovers

During the production life of the well(s) it may be necessary to undertake maintenance within theborehole(s), referred to as a workover. Historically, major workovers or tubing replacement hasbeen permitted as part of the development, subject to approval of information reserved by planningcondition. The number and extent of workovers required is not predicable at the planningapplication stage, however, workover operations are generally short duration activities and requireminimal number of HGV movements.



1.2.5.2 Well Abandonment (Decommissioning)

Once the well reaches the end of production it will be abandoned (decommissioned).

All surface production equipment will be purged clean and dismantled for offsite removal. All otherequipment, which may include control lines, electric cables, monitoring equipment, pipe supportsand storage containment will be dismantled for offsite removal.

In accordance with Oil & Gas UK Guidelines for the suspension and abandonment of wells, all distinctpermeable zones penetrated by the well are to be isolated from each other and from surface by aminimum of one permanent barrier. If any permeable zone penetrated by the well is hydrocarbon-bearing or over-pressured and water-bearing then the requirement is for two permanent barriersfrom surface, the second barrier being a back-up to the first. The operation involves the setting ofcement barriers, extended above and below the permeable zone(s). Rubber cement retainers arepositioned within the internal casing string immediately below the required cement depth, whichprevents the cement from moving or slumping during setting.

Once the borehole is abandoned and the equipment used to undertake the operation removed fromthe wellsite, the casing within the drilling cellar will be cut off at a depth of approximately 1.5mbelow the expected ground level post restoration. A steel plate is welded over the top of the casingto prevent soil from entering the borehole. The drilling cellar, which is of Pre Cast Concrete (PCC)ring construction is then broken up, ordinarily leaving the lowest PCC ring in situ.

1.2.6 Site Restoration

Following completion of the decommissioning works, the wellsite will be restored to its pre-development condition. This will consist of two (2) principal phases, detailed below. A siterestoration plan has been prepared in support of the planning application and is provided asAppendix 5 within the Planning Statement.

1.2.6.1 Restoration

Surface aggregates will be inspected prior to removal. Areas where surface contamination isidentified will be removed for subsequent offsite treatment and reuse. The remaining surfaceaggregate will carefully be removed for subsequent offsite reuse.

Once the impermeable membrane has been removed and the subsoils exposed, the subsoils will beinspected. In the unlikely event that localised contamination is identified, the contaminated area willexcavated for subsequent offsite treatment and/or disposal at an Environment Agency permittedwaste facility.

Soil samples will be taken, analysed and compared with soil samples taken prior to construction, theaim of which is to confirm that no contamination to the subsoil has occurred.

The subsoil will then be deep tine cultivated in strips, using a low ground pressure bulldozer drawinga winged, straight legged tine cultivator to a depth of 600mm at 1000mm centres. The deep tinecultivated sub-soil will not be traversed by any machinery.



It is probable that the topsoil may have degraded somewhat during the period it has been stockpiledonsite. Establishing the condition of the soils prior to their replacement will determine whattreatments, if any, are required to improve soil condition. Application of such treatments, which, forexample, may include nitrogen fertiliser application, will then be applied during soil replacement,thus improving the penetration and effectiveness of the treatment.

Any weed growth on the topsoil stockpiles will be eliminated by non-persistent, contact weed killersuch as “Roundup”. Topsoil will be back-tipped from the stockpile onto the loosened strips andgraded out either with the bucket of the 360° excavator or with a low ground pressure bulldozer to auniform depth (the original depth before excavation), and will be levelled to avoid the formation ofdepressions which could hold water.

All topsoil areas within the site, including areas not affected by construction will be ploughed andcultivated to ensure that all stones, rubble, vegetation and other extraneous material larger than75mm in any direction are removed.

The restoration of the KMA wellsite, including access track is anticipated to take approximately six(6) weeks to complete.

Wellsite restoration will be undertaken 12 hours a day. The working hours during restoration worksare shown in Table 1.11.

Day Time

Monday to Friday 07:00 – 19:00 hrs

Saturday 07:00 – 19:00 hrs

Sundays and Bank Holidays N/A

Table 1.11: Wellsite Restoration Working Hours per Day

Vehicle movements associated with the wellsite restoration phase are provided in Table 1.12. Theestimated HGV movements per hour will be four (4), which is based on two (2) vehicles per hourentering and then leaving the KMA wellsite over a six (6) week period between the hours of 07:00 to19:00.

Vehicle Individual Vehicle Movements

LGV / Car 6

HGV 36

Table 1.12: Predicted Average Vehicle Movements per Day during Wellsite Restoration

As the commencement of site restoration is not known at this stage of the development, a separateTraffic Management Plan will be produced for this phase of operation.



1.2.6.2 Aftercare and Monitoring

UKOOG (United Kingdom Onshore Oil and Gas Group) is currently drafting guidance on postdecommissioning Environmental Monitoring for UK onshore oil and gas wells. The purpose of themonitoring will be to ensure and demonstrate to the satisfaction of the Regulators that thedecommissioning of the borehole(s) has been successfully completed and that the site has beenrestored to its pre-existing condition.

Monitoring schemes form part of the proposed development and will be agreed with the relevantRegulator, which in the case of air quality and water quality monitoring is the Environment Agency.Post restoration monitoring and aftercare will be agreed with MPA. In the case of air quality andwater quality monitoring, these monitoring schemes provided for the establishment of a baseline inadvance of the proposed development, monitoring throughout agreed phases, followed by postdecommission monitoring to ensure and demonstrate the effectiveness of the decommissioningworks.

1.3 SCOPE

This Traffic Management Plan will be applicable throughout each phase of the operations detailed inSection 1.2. All contractors and third parties will be required to ensure compliance with this plan.There are no exceptions to this Traffic Management Plan.

1.4 ROLES AND RESPONSIBILITIES

Figure 1.1: Operational Organogram



1.4.1 Operations Director

The Operations Director is responsible for:

Ensuring the effective implementation of the Traffic Management Plan. Monitoring its ongoing success in accordance with the objectives of Third Energy Providing resources to ensure its successful implementation

1.4.2 HSE Manager

The HSE Manager is responsible for:

Monitoring the effective implementation of the Traffic Management Plan. Investigating any non-conformances. Informing the Operations Director of results of investigations into non-conformances.

1.4.3 Drilling Manager

The Drilling Manager is responsible for:

Ensuring any suppliers receive a copy of the Traffic Management Plan and are made awareof its requirements.

Coordinating with Site Supervisors the delivery of materials and equipment. Planning deliveries so they avoid movements during the night. Following any non-conformance with the requirements of the Traffic Management Plan,

take appropriate action.

1.4.4 Operations Support Manager

The Operation Support Manager is responsible for:

Continually monitoring Contractors conformance to the agreed Traffic Management Plan. Providing a point of contact for local community and authorities. Liaising with the local community through the liaison committee. Reporting any non-conformances to the Operations Director.

1.4.5 Wellsite Supervisor(s)

The Wellsite Supervisor is responsible for:

Continually monitoring Contractors conformance to the agreed Traffic Management Plan. Maintaining the public highway in a clean and safe condition. Reporting any non-conformances to the HSE Manager.

1.4.6 HSE Supervisor

The HSE Supervisor is responsible for:

Continually monitoring Contractors conformance to the agreed Traffic Management Plan. Monitoring the public highway for clean and safe condition.



Reporting any non-conformances to the Wellsite Supervisor and HSE Manager.

1.4.7 Contractors and Project Personnel

Any personnel associated with the Third Energy project are expected to comply with therequirements of the Traffic Management Plan.



2. ACCESS ROUTE

2.1 SITE ADDRESS

KMA WellsiteAlma FarmKirby MispertonMaltonNorth Yorkshire

NGR: SE 771789 (Easting 477113, Northing 478936)

2.2 KMA WELLSITE VEHICLE ROUTING

HGV’s and delivery vehicles travelling to the proposed wellsite will under normal operatingconditions follow the specified route:

1. Travel along the A169;2. Turn west onto Kirby Misperton Road;3. Before traversing Kirby Misperton Bridge, all vehicles classified as an abnormal load must

limit its speed to 5mph and, when crossing the bridge at 5mph, must do so in the centre ofthe road, away from the bridge parapets;

4. After approximately 2.4km bear left at the roundabout on to Main Street leading to HabtonRoad;

5. All site traffic shall strictly adhere to a Third Energy voluntary 20mph speed limit along MainStreet and Habton Road;

6. All site traffic shall strictly adhere to a speed limit of 30mph along Habton lane between thevillage of Kirby Misperton and the entrance to the wellsite; and

7. After approximately 1.3km turn right on to the access track which leads to the KM8 wellsite.

When exiting the wellsite, the directions are the reverse of the above.

ALL DRIVERS ARE REQUIRED UNDER NORMAL OPERATING CONDITIONS TO ENSURE THAT THEYFOLLOW THE SPECIFICED ACCESS ROUTE AND SPEED LIMITS. ANY NON COMPLIANCE MAY RESULTIN THE DRIVER BEING REMOVED FROM THE PROJECT.



3. TRAFFIC MANAGEMENT

3.1 ACCESS ARRANGEMENTS

The proposed wellsite can be accessed at the following times during each phase of the operations.

Pre-Stimulation Workover

Day Start Finish

Monday – FridayRoutine Access for Vehicles Delivering Equipment will be

Restricted to 07:00 – 19:00

Emergency Access 24 Hours a day

Saturday

Sunday and Bank Holidays

Table 3.1: Wellsite Access Arrangements during Pre-Stimulation Workover

N.B. HGV movements, with the exception of emergency access, will be avoided between 8:05 to8:35 and 15:40 to 16:10 Monday to Friday during school term time.

Hydraulic Fracture Stimulation

Day Start Finish

Monday – FridayRoutine Access for Vehicles Delivering Equipment will be

Restricted to 07:00 – 19:00

Emergency Access 24 Hours a day

Saturday


Table 3.2: Wellsite Access Arrangements during Hydraulic Fracture Stimulation/Well Test

N.B. Delivery of equipment should be planned where possible to avoid night time periods. HGVmovements, with the exception of emergency access, will be avoided between 8:05 to 8:35 and15:40 to 16:10 Monday to Friday during school term time.

Production Test

Day Start Finish

Monday – Friday 07:00 19:00

Saturday 07:00 19:00

Sunday and Bank Holidays N/A N/A

Table 3.3: Wellsite Access Arrangements during Production Test



N.B. The production test will be performed 24 hours day, therefore it may be necessary for theproposed wellsite to be accessed outside of these hours. Any delivery of equipment should beplanned for the hours stated in the table above. HGV movements, with the exception of emergencyaccess, will be avoided between 8:05 to 8:35 and 15:40 to 16:10 Monday to Friday during schoolterm time.

Production

Day Start Finish

Monday – Friday

24 Hours a daySaturday


Table 3.4: Wellsite Access Arrangements during Production

N.B. HGV movements, with the exception of emergency access, will be avoided between 8:05 to8:35 and 15:40 to 16:10 Monday to Friday during school term time.

Restoration

Day Start Finish

Monday – Friday 07:00 19:00

Saturday 07:00 19:00

Sunday and Bank Holidays N/A N/A

Table 3.5: Wellsite Access Arrangements during Restoration

3.2 TEMPORARY WORKS ACCESS SIGNAGE

Temporary works access signage in accordance with the Traffic Signs Manual 2009, Chapter 8, Part 2,will be erected on the approach to the wellsite entrance.

Where possible these will be fixed to North Yorkshire County Council street furniture, if this is notpossible then they will be installed on posts.

Details of the signage and the location are provided in Appendix 4.

3.3 HOLDING AREAS

To ensure that there is sufficient vehicle access to the wellsite vehicles may be held in lay-bys(staging points) on the A64 and A169 until called forward to the wellsite.

At no time should vehicles be waiting or queuing along the designated access route to the wellsite.



3.4 ABNORMAL LOADS

Any vehicles associated with the development which fall within the Road Vehicles (Construction andUse) Regulations and/or fall within the Road Vehicles (Authorisation of Special Types) (General)Order must notify the relevant Highways Authority along the route which the vehicle(s) is mobilisingto the wellsite.

Vehicles classified as abnormal load must adhere to the requirement set out in Section 3.5 below.

3.5 KIRBY MISPERTON BRIDGE

A Principle Inspection and Assessment has been carried out on Kirby Misperton Bridge, which carriesKirby Misperton Road over Costa Beck, to determine whether the bridge is capable of carrying thevehicles associated with the KM8 hydraulic fracturing operation.

The Principle Inspection and Assessment has determined that the bridge is capable of carrying allvehicles associated with the KM8 hydraulic fracturing operation, however, this is subject to vehiclesclassified as abnormal load limiting the speed of the vehicle over the bridge to 5mph and, whencrossing the bride, must do so in the centre of the road, away from the bridge parapets.

3.6 ROAD CLOSURE

In the event of an unforeseen road closure along the access route to the A169, the Banksman, inliaison with North Yorkshire Police will, temporarily suspend all vehicle movements until such timeas the road is reopened. HGVs at the wellsite will remain at the wellsite and any HGVs on route tothe site will make use of the holding areas.

3.7 MAIN STREET AND HABTON ROAD

All vehicles travelling to and from the wellsite shall observe a Third Energy voluntary speed limit of20mph within the village of Kirby Misperton along Main Street and Habton Road, which will beenforceable by the Minerals Planning Authority through the approval of this TMP.

During the mobilisation and demobilisation of equipment to the site for the pre-stimulationworkover and hydraulic fracture stimulation phases, Third Energy will proactively monitor the speedof its HGV’s through the village using a number of techniques, such as observation monitoring andthe use of speed measuring equipment. Should pro-active monitoring indicate that additionalassistance is required to ensure a safe transit through the village, banksmen will be deployed toprovide a manned presence.

Temporary signage, warning of the possibility of oncoming vehicles in the centre of the road, will beplaced at the northern end of Kirby Misperton Village, close to the junction of Main Street with KirbyMisperton Road and likewise at the southern end of the village at the point where Main Street andHabton Lane join.

At the request of the North Yorkshire County Council Highways, a temporary speed restriction of 30mph will be introduced along Habton Road between the village boundary and the wellsite entrance



(currently a speed limit of 60mph), subject to an application to and subsequent approval from NorthYorkshire County Council for a Temporary Traffic Regulation Order.



4. ONSITE CONTROLS

4.1 SITE SECURITY

During the operations, Site Security will control the movement of vehicles accessing/egressing thewellsite. A register will be maintained of all vehicles accessing/egressing the wellsite and will includevehicle registration, driver name and time accessing/egressing the wellsite.

4.2 BANKSMAN

A banksman will be available onsite at all times to coordinate the movement of HGV’s. Contact willbe established between HGV Drivers and the wellsite prior to the arrival/departure of HGV’s. Thebanksman will control HGV movements, making use of holding areas identified within this TMPwhere necessary, to avoid any traffic congestion. The Banksman will ensure no HGV movements areundertaken between 8:05 to 8:35 and 15:40 to 16:10 Monday to Friday during school term time,with the exception of emergency access.

4.3 PARKING

During the five operational phases, an area will be designated on the wellsite for parking. This willprovide sufficient facilities for all personnel. No vehicles will be permitted to park on the vergeoutside the wellsite at any time. Visibility from the wellsite access will be maintained at all times.

4.4 ACCESS FOR UNLOADING AND TURNING

The access way to the KMA wellsite will provide sufficient room for any HGV’s to pull off the publichighway prior to stopping. The wellsite entrance will be gated and managed by security personnel.

Upon arriving at the wellsite all drivers must report to the security office, where they are to sign thedriver’s book. A record of drivers and deliveries will be maintained throughout the Third Energyoperations. Once authorised, HGV’s will then access the site where they can unload items onsite.There is sufficient space to allow all HGVs to turn before exiting the site.

4.5 ACCESS ON TO PUBLIC HIGHWAY

The access onto public highway is constructed from tarmac to minimise any debris being carriedonto the public highway and ensure that vehicles can drive away safely.

The access shall be monitored for mud or debris being brought out of site and onto public highway.In the unlikely event that mud or debris is brought on to the public highway, road sweepers will beon call to clean any mud or debris of public highway as per Section 5.1 of this Traffic ManagementPlan.



5. IMPACT MITIGATION

5.1 MUD AND DEBRIS

Third Energy will ensure measures are implemented throughout the operations to prevent mud anddebris being deposited on the public highway.

The proposed wellsite is constructed from MOT Type 1 aggregate which has been compacted toprovide a suitable working surface. Adjacent to the public highway a section of access has beenconstructed from tarmac and keyed into the existing public highway. The tarmac access will allowHGVs to stop off the public highway; in addition HGVs can pass in the entrance. Constructing theaccess/egress from tarmac helps prevent debris being carried onto the public highway.

Third Energy will provide wheel washing facilities on the access track to the site, to allow wheels tobe washed down as and when necessary prior to vehicles entering onto the public highway. Dirtywater resulting from wheel washing will be contained, collected and subsequently disposed ofoffsite. Dirty water must not be discharge to groundwater or surface water.

Should mud or debris be carried onto the public highway from the proposed wellsite, then measureswill be implemented to remove this. Third Energy has a road sweeping contractor who will beavailable at short notice to clean the affected sections.

5.2 DUST

Dust may be generated by the movement of vehicles on and offsite, particularly during dry periods.All vehicle drivers are to monitor for dust and inform the site supervisor if dust is being generated.

In addition to individual drivers monitoring for dust, a visual assessment of the wellsite and accessshall be undertaken twice a day, morning and afternoon, when vehicles are moving around siteand/or mobilising/demobilising site.

If the visual assessment identifies that dust is being generated by the movement of vehicles,mitigation, in the form water sprays, will be implemented to supress the dust.

5.3 VIBRATION

Vibration from vehicle movements has the potential to be transmitted to nearby residentialproperties either by air or ground borne vibrations.

Air vibrations can be induced from the noise of passing vehicles, especially if buildings are close tothe road. These airborne vibrations occur at higher frequencies than ground vibrations and have thepotential to cause rattling of windows and loose objects in front facing rooms of affected buildings.To mitigate air vibrations from vehicle movement, drivers are to comply with the TrafficManagement Plan, drive within speed limits and reduce vehicle speeds when travelling throughresidential areas.

Ground vibration from passing vehicles can be induced from vehicles coming in to contact withirregularities in the road surface (e.g., potholes, cracks and uneven manhole covers). To mitigate



ground vibrations from vehicle movement, drivers will be notified of any road surface irregularitiesalong the proposed route, to ensure where possible, contact with these can be prevented. Driversare also to comply with the Traffic Management Plan, drive within speed limits and reduce vehiclespeeds when travelling through residential areas.

If vehicle drivers notice any irregularities or dilapidation of the road surface they are to follow theprocedures detailed in Section 7.



6. COMMUNITY CONSIDERATION AND NOTIFICATION

Third Energy is committed to sustaining a positive working relationship with the local community.The KMA wellsite is situated in a rural location, close to the village of Kirby Misperton. There are anumber of properties located adjacent to the traffic route detailed in this Traffic Management Plan.Therefore all drivers working on behalf of Third Energy must ensure they are considerate to all otherroad users which may include walkers, cyclists and horse riders and to local residences.

No less than seven (7) days prior to mobilisation of equipment to the wellsite, Third Energy willnotify the residents along the access route. The notification will be by letter, hand delivered to eachproperty.

6.1 COMMUNITY INPUT

Third Energy has undertaken initial public consultation with local residents regarding the proposedoperations and has considered the concerns raised by the local community. The main feedback fromthe initial public consultation is detailed below:

Current traffic and parking conditions within Kirby Misperton; A public footpath is shared with the wellsite access track; Traffic movement during peak times; Concerns that HGV vehicles may have difficulties manoeuvring around 90 degree turns; Parts of the traffic route do not have footpaths which has the potential for residents having

to walk within the road; Habton Road may be impacted from weather conditions during winter months and is not a

priority for gritting by the NYCC; How will Third Energy monitor compliance with the Traffic Management Plan; The village hall is a focus of much activity within Kirby Misperton but is located on a 90

degree corner and often has pedestrians and children accessing the hall and playground; Vehicles have been observed going around the roundabout at the entrance to Kirby

Misperton the wrong way to eliminate a tighter driving angle; Damage to verges from vehicles accessing the verge to pass parked vehicles; and Reports of vehicles speeding.

Third Energy’s Traffic Management Plan addresses some of the concerns raised within the initialconsultation and these can be mitigated through the implementation of the Traffic ManagementPlan, supervision, driver inductions, compliance monitoring, interaction and communication withlocal residents.

Further consultation with the Community Liaison Group, on the proposed HGV Movements duringschool term time was undertaken in May 2017. The feedback from this consultation was supportiveof the proposed times which avoid HGV movements, with the exception of emergency access,between 8:05 to 8:35 and 15:40 to 16:10 Monday to Friday during school term time. These timeshave been included within the Traffic Management Plan.



Prior to mobilisation, all service providers will be issued with a current Traffic Management Plan fordistribution to all drivers associated with the Third Energy project. All drivers will receive a siteinduction briefing that will detail any traffic concerns along the route, the requirement to actprofessionally and courteously to other road users at all times, compliance with the TrafficManagement Plan throughout the operation and the potential disciplinary proceedings that may beundertaken for non-compliance. All personnel will be notified that parking will only be allowedwithin the wellsite perimeter and are not to park along the traffic route or within residential areas.

Where possible, the delivery/collection of wellsite equipment and materials will avoid peak times asdiscussed with the local community.

A community liaison group will be established to ensure that Third Energy can communicate detailsof proposed operations, timings, vehicle movements etc. and for the local community to providefeedback and/or concerns raised. Details of the community liaison group are provided within thePlanning Statement.

In the event that inclement weather is experienced during winter months, i.e. icy road conditions,Third Energy will consider the potential impact and provide mitigation measures where possible.

Monitoring for compliance of the Traffic Management Plan will be undertaken during the operationsas detailed in section 8.



7. DILAPIDATION SURVEY

The vehicle access route to the KMA wellsite is subject to dilapidation survey.

Monitoring surveys will be undertaken prior to the start of operation and thereafter at the end ofeach phase of operation to identify any deterioration along the public highway. Should any driversnotice deterioration in the highway during the operations, they must notify the Wellsite Supervisorat the earliest opportunity. The Wellsite Supervisor will, in turn, notify the HSE Manager at theearliest opportunity.

Where damage or deterioration of the highway has been caused by the operations, Third Energy willagree with North Yorkshire County Council any required repair or remediation works.



8. MONITORING AND COMPLIANCE

Throughout the Third Energy operations a record will be maintained of HGV’s travelling to and fromthe site. All drivers are required to sign a delivery book when they arrive onsite and when they leave.

To ensure the effective implementation of the Traffic Management Plan, regular monitoring will beperformed by the HSE Manager. This will include audits to confirm compliance with the agreedTraffic Management Plan. Any non-conformances will be addressed and further action will be takenwhere deemed appropriate.

Where a driver has not complied with the requirements of this Traffic Management Plan thendisciplinary action will be taken at the discretion of Third Energy. This may include removing driversfrom the Third Energy project.

Prior to the start of the operations North Yorkshire County Council Highways will be provided with acontact within Third Energy who will deal with any concerns or issues raised in respect to trafficmanagement. The Third Energy contact will be available 24 hours a day and will ensure that issuesare dealt with promptly and investigated. Any complaints received from local residents will also bedealt with promptly and investigated.



APPENDIX 1 – TRAFFIC ROUTE

Key:

Site Location

Access Route

No Entry

Petroleum Safety Services23a Milton Street

Saltburn by the SeaTS12 1DJ

Client:Third Energy UK Gas Limited

Project:KM8 Hydraulic FracturingOperation

Drawing Title:Access Route Plan

Scale:1: 25,000 (Printed A3)

Drawn By:Jonathan Foster

Date Drawn:02/03/2015

Approved By:Jonathan Foster

Date Approved:02/03/2015

Drawing No:PSSL/TE/KM8/HFS/TMP/001

Rev: 0

PSSLPetroleum Safety Services Limited

Turn West onto KirbyMisperton Road

Private Access

A169 to Malton

A169 toPickering

Bear Left at theRoundabout onto

Habton Road



APPENDIX 2 – SITE PLANS


Key:


Drawing Title:KMA Wellsite Red LineBoundary PlanScale: 1:2,500 (Print A3)


Drawing No:PSSL/TE/KM8/HFS/PA/01

Rev: 0

Date Drawn: 10/06/2015Approved By:Jonathan Foster

Date Approved: 10/06/2015Petroleum Safety Services Limited23a Milton Street


Client:Third Energy UK Gas LtdPlanning Application Red Line Boundary (Surface Works)

Extent of Subsurface Works (See Drawing PSSL/TE/KM8/HFS/PA/002)

Water Features (Ponds, Drains)

EP

EP

EP

EP

EP

EP

EP


Key:


Drawing Title:KMA Wellsite Plan(Site Plan)Scale: 1:2,500 (Print A3)


Drawing No:PSSL/TE/KM8/HFS/PA/04

Rev: 0

Date Drawn: 10/06/2015Approved By:Jonathan Foster

Date Approved: 10/06/2015Petroleum Safety Services Limited23a Milton Street


Client:Third Energy UK Gas LtdPlanning Application Red Line Boundary

(Surface Works)Extent of Subsurface Works(See Drawing PSSL/TE/KM8/HFS/PA/002)

Water Features (Ponds, Drains)

Public Rights of WayOverhead Electricity CablesBurried Electricity Cables

Shallow Groundwater Monitoring Boreholes(Subject to Planning Application NY/2015/0116/FUL)Deep Groundwater Monitoring Boreholes(Subject to Planning Application NY/2015/0116/FUL)Existing Undergroud Pipeline RouteContours at 5m Vertical Intervals(See Drawing PSSL/TE/KM8/HFS/PA/03 for further Contours)

Hard Standing Area

HGV Route

Existing Wellsite Landscaping



APPENDIX 3 – SUMMARY TRAFFIC MANAGEMENT PLAN

Registered Company Name: Third Energy UK Gas Limited. Registered Address: Knapton Generating Station, East Knapton, Malton, North Yorkshire YO17 8JF.Registered in England & Wales No. 1421481. VAT No. 881 9392 77

Traffic Management Plan Summary

HGV’s and delivery vehicles travelling to the KMA wellsite will follow the specified route below:

1. Travel along the A169. You will be notified in advance whether you are required to park upin a staging area (lay by) on the A169 and await a call to proceed to the wellsite;

2. Turn west onto Kirby Misperton Road;

3. After approximately 2.4km bear left at the roundabout on to Main Street leading to HabtonRoad.

4. After approximately 1.3km turn right on to the access track which leads to the KMA wellsite

When exiting the wellsite, the directions are the reverse of the above.

ALL DRIVERS ARE REQUIRED UNDER NORMAL OPERATING CONDITIONS TO ENSURE THAT THEYFOLLOW THE SPECIFIED ACCESS ROUTE. ANY NON COMPLIANCE MAY RESULT IN THE DRIVER BEINGREMOVED FROM THE PROJECT.

N.B. If access to the wellsite is restricted North Yorkshire Police will advise vehicle routing to thewellsite.

Special Measures

Third Energy is committed to developing a positive working relationship with the local community.Drivers must, at all times, ensure that they are considerate to all other road users.



APPENDIX 4 – TEMPORARY WORKS ACCESS SIGNAGE

PSSL

Petroleum Safety Services Limited

Key:

Project:

Kirby Misperton A Wellsite,

Kirby Misperton

Drawing Title:

Temporary Traffic

Management Signing

Scale: Not to Scale

Drawn By:

Jonathan Foster

Drawing No:

PSSL/TE/KM8/HFS/TA/001

Rev: 1

Date Drawn: 10/04/2015

Approved By:

Jonathan Foster

Date Approved: 18/05/2015

Petroleum Safety Services

The Innovation Centre

Kirkleatham Business Park

Redcar, TS10 5SH

Client:

Third Energy UK Gas Ltd

Sign to diag. 7304L to beerected on existing 76mmdiameter post below sign todiagram 504.1 (Crossroadswarning sign).

Sign to diag. 7304R to beerected on existing 76mmdiameter posts belowdirection sign K Mispertonand Flamingo Land.

Existing sign to diag. 7304L tobe removed and sign to diag.7305L to be erected onexisting 76mm post in itsplace.

Existing sign to diag. 7304R tobe removed and sign to diag.7305R to be erected onexisting 76mm post in itsplace.

Sign to diag. 7304R to be erected on1 x 76.1mm O.D. 4mm thick post at1.5m mounting height. Sign post tobe offset 1.5m into verge.Foundation to be cyclindrical 800mmin depth with 400mm diameter. Signto be located 3m north of existingtelephone call box.

Existing sign to diag. 7304R tobe removed and sign to diag.7305R to be erected onexisting wooden post in itsplace.

Sign to diag. 7304L to be erected on1 x 76.1mm O.D. 4mm thick post at2.1m mounting height. Sign post tobe offset 1.5m into verge.Foundation to be cyclindrical 800mmin depth with 400mm diameter. Signto be located 80m south west ofHigh Row on Habton Road.

Existing signs to diags. 7301,506.1L and 572 to remain.

Existing signs to diags. 7301,506.1R and 572 to remain.

Existing signs to diags. 7301,506.1R and 572 to beremoved including post.

Existing signs to diags. 7301,506.1L and 572 to beremoved including post.

Sign to diag. 7301NWT to be erectedon 1 x 76.1mm O.D. 4mm thick postat 1.5m mounting height. Sign postto be offset 1.5m into verge.Foundation to be cyclindrical 800mmin depth with 400mm diameter. Signto be located south west of existingfarm access on south eastern side ofHabton Road.

KMA Wellsite

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Sign Location

Wellsite Location and Access

kirby misperton a wellsite km8 production well … management plan for km8...kirby misperton a...

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