Yanley Landfill Site Monitoring Boreholes Installation ... · 3.1 Borehole Drilling ... Drawing No....

46
Y Monitoring Bor Construction Quali SLR Ref: Yanley Landfill Site reholes Installation ity Assurance Plan : 402.00036.00665 May 2014

Transcript of Yanley Landfill Site Monitoring Boreholes Installation ... · 3.1 Borehole Drilling ... Drawing No....

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Yanley

Monitoring Boreholes

Construction Quality Assurance Plan

SLR Ref:

Yanley Landfill Site

Monitoring Boreholes Installation

Construction Quality Assurance Plan

SLR Ref: 402.00036.00665

May 2014

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Viridor Waste Management i 402.00036.00665 Yanley Landfill CQA Plan Monitoring Boreholes Drilling May 2014

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CONTENTS

1.0 GENERAL .................................................................................................................... 2

1.1 Introduction ....................................................................................................... 2

1.2 Definitions ......................................................................................................... 2

1.3 Responsibilities ................................................................................................ 3

2.0 SCOPE OF CONSTRUCTION WORKS ....................................................................... 4

3.0 DRILLING LOCATION SURVEY ................................................................................. 5

4.0 CQA REPORT ............................................................................................................. 6

APPENDICES

Appendix A Engineering Specification

DRAWINGS

Drawing No. 1 Site Location Plan

Drawing No. 2 Proposed Borehole Locations

Drawing No. 3 EDM/004 TYPICAL DUAL GROUND WATER/GAS MONITORING BOREHOLE

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1.0 GENERAL

1.1 Introduction Viridor Waste Management (Viridor) has instructed SLR Consulting Limited (SLR) to prepare a CQA Plan for proposed Borehole drilling and Monitoring Well installation at their Yanley Landfill site. A site location plan is presented as Drawing 1.

This CQA Plan, and the Specification contained within Appendix A have been prepared to detail the drilling and quality control procedures that will be followed during the works.

1.2 Definitions

For the sake of clarity the following definitions are given:

Construction Quality Assurance (CQA) – A planned and systematic pattern of all means and actions designed to provide confidence that items or services meet contractual and regulatory requirements, and will perform satisfactorily in service.

Construction Quality Assurance refers to means and actions employed by the CQA organisation, to assure conformity of the preparation, production and installation of the elements to this CQA plan, the Contract Drawings and installation Specification. CQA is provided by SLR Consulting Ltd.

Construction Quality Control (CQC) – Those actions that provide a means to measure and regulate the characteristics of an item or service to contractual requirements.

Construction Quality Control refers to those actions taken by Manufacturers, Installers, Contractors, or the Employer to ensure that the materials and the workmanship meet the requirements of the Contract Drawings and installation Specification.

Employer means the person or persons, firm or company or other body whom own and has responsibility for the facility. For the works undertaken at Yanley Landfill site, the Employer is Viridor Waste Management. The Employer will enter into a contract with a drilling Contractor for the execution of the works detailed in the Specification and Contract Drawings. Personal representatives or other parties, e.g. the CQA Engineer, may represent the Employer on site.

Contractor means the person or persons, firm, company or other body to whom the Contract has been be awarded by the Employer, and includes the Contractor’s personal representatives or other parties, e.g. Sub-contractors, Manufacturers. The Contractor will undertake the execution of the Works under the terms of the Contract. The contractor is yet to be appointed.

Specification means that part of the Contract entered into between the Employer and the Contractor, which sets out the Employer’s detailed requirements as to how the works should be constructed, measured and quality assured. The original method statement, subsequent design and specification have been prepared SLR Consulting Ltd.

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1.3 Responsibilities

The CQA Project Team from SLR Consulting Ltd. will comprise the following: The CQA Project Manager:

• attends selected progress or liaison meetings and is the key contact with regulatory officers;

• reviews all designs, plans and specifications with respect to quality issues;

• reviews other site-specific documentation, including proposed layouts, and Contractor’s qualifications;

• administrates the CQA programme;

• co-ordinates and reviews all changes to the plans and installation specification; and

• oversees and reviews the CQA Certification Report. The CQA Engineer is a representative of the CQA Project Manager and is located full time at the site. The CQA Engineer:

• acts as the on-site (resident) representative of the CQA Project Manager;

• familiarises all CQA Monitors with the site, and the CQA requirements for the project;

• manages the daily activities of the CQA Monitors;

• attends all CQA-related meetings (e.g. Pre-construction and Progress);

• prepares, or oversees the ongoing preparation of the Record Drawings;

• reviews all CQA Monitors’ daily reports and logs;

• reports to the CQA Project Manager, and logs in his daily report any relevant observations;

• reports any unresolved deviations from this CQA Plan to the CQA Project Manager;

• provides all logs and relevant data to the CQA Project Manager for the preparation of the final report; and

• reviews all Certifications and Documentation from the Contractor and makes appropriate recommendations.

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2.0 SCOPE OF CONSTRUCTION WORKS

The proposed Monitoring well locations are shown on Drawing No.2.

The scope of the works specifically designated as the responsibility of the CQA Engineer shall consist of the following tasks and responsibilities:

• To advance and install 3 No. Dual Purpose Monitoring Wells

• To supervise the borehole drilling accordance with the design proposals;

• Logging of the Monitoring well works,

• To liaise with the Contractor and Employer in order to ensure that appropriate health and safety procedures are being adhered to; and

• To produce a factual CQA report containing borehole logs and records to verify the works were undertaken in accordance with this CQA Plan.

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3.0 DRILLING LOCATION SURVEY

Prior to commencing the construction works and the Construction Quality Assurance programme, a survey will be undertaken to confirm that construction is taking place in accordance with the Specification. Specifically, a survey shall be undertaken to provide details of the following:

• The locations of the proposed boreholes.

The above survey documentation shall be incorporated into the post construction Certification Report.

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4.0 CQA REPORT

Upon completion of the drilling works the CQA Engineer will prepare a CQA Report summarising the works undertaken and including all CQA documentation prepared. As a minimum this shall include:

• Description of Works

• Daily Records

• Contractor’s Documentation

• Photographic Records

• Borehole Logging

The above report will confirm that the works have been carried out in accordance with this Construction Quality Assurance Plan.

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APPENDIX A

MONITORING BOREHOLES SPECIFICATION

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Yanley Landfill Site

Monitoring Boreholes Specification

SLR Ref: 402.00036.00665

Yanley Landfill Site

Monitoring Boreholes Specification

402.00036.00665

May 2014

Version: Rev 0

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Viridor Waste Management i 402.00036.00665 Yanley Landfill Site May 2014 Monitoring Boreholes Specification

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CONTENTS

1.0 INTRODUCTION .......................................................................................................... 2

1.1 General .............................................................................................................. 2

1.2 General Items. ................................................................................................... 2

1.3 Land Available For the Contractors Use ......................................................... 2

2.0 OBJECTIVES .............................................................................................................. 3

3.0 PROTOCOLS .............................................................................................................. 4

3.1 Borehole Drilling ............................................................................................... 4

3.2 Monitoring Well Installation. ............................................................................ 5

3.3 Temporary Variation to installation ................................................................. 6

3.4 Water Level Measurement ................................................................................ 6

TABLES

Table 2-1: Proposed Dual Purpose Monitoring Boreholes Table 2-2: Proposed Dual Purpose Monitoring Boreholes

APPENDICES

Appendix A Code of Practice and Instructions to Contractors Working for Viridor & Safety Plans

Appendix B Historic Borehole Information

Appendix C Permit to Break Ground

DRAWINGS

Drawing No. 1 Site Location Plan

Drawing No. 2 Proposed Drilling Locations

Drawing No. 3 Typical Dual Ground Water/Gas Monitoring Borehole Section

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1.0 INTRODUCTION

1.1 General

1.1.1 The proposed drilling of boreholes at Yanley Landfill is to provide continued dual purpose monitoring points beyond the footprint the restored landfill footprint along the eastern flank of the site.

1.1.2 Yanley (Closed) Landfill is situated 3km south of Bristol on the A38 Bridgewater Road at NGR ST 556 695. The site location is shown on Drawing No. 1, and a general site layout identifying the extent of the working area is shown on Drawing No. 2.

1.1.3 This document comprises the Specification for the works detailing the number of boreholes required including anticipated depth and drilling technique to be used.

1.1.4 SLR Consulting Limited (SLR) has been commissioned by Viridor to prepare this Specification and provide CQA Supervision for the drilling and installation of the proposed monitoring boreholes.

1.2 General Items.

1.2.1 The Contractor should ensure that he is fully aware of the protocols and responsibilities as set out in “Code of Practice and Instructions to Contractors Working for Viridor” together with Site Services and Safety Plans, copies of which are included in Appendix A.

1.3 Land Available For the Contractors Use

1.3.1 The Contractor shall have full possession of the works area. Damage to land or property on access routes and in the vicinity of the working area shall be made good. The whole of the site and any ancillary works shall be left in a clean and tidy condition.

1.3.2 The Contractor should note that the site is a closed landfill operating a Gas collection system, and that under no circumstances should the operation of the landfill be affected by the Contractor's works. During construction the movement of traffic associated with drilling, ground preparation, and supply of resources to and from the landfill site will require to be monitored at all times so as not to interfere with other vehicles accessing the site. The Contractor shall liaise with the Site Manager to obtain information regarding any other contractors working on the site, and shall consider this when programming his works.

1.3.3 A suitable area for temporary site office accommodation and storage of material has been identified. The Contractor shall seek the approval of the CQA Engineer for any other areas to be used for stockpiling materials or access onto the working area.

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2.0 OBJECTIVES

2.1.1 The monitoring borehole installation incorporates the following main elements of work:

• Drill and install three dual purpose monitoring boreholes replacing YN601, YN607 and YN608 at the locations shown on Drawing No. 2.

2.1.2 Details of the Existing well details are presented in Table 2-1 below and Appendix B

Table 2-1: Current Monitoring Boreholes

Borehole (historic)

Location Ground Level

(mAOD)

Monitoring Horizon

Target Depth Drilled

(mAOD)

Borehole depth

(M)

YN601 (YN/012)

355821 169670

20.2 Mudstone 12.7 7.5

YN607 (YN/115/94)

355971 170062

15.6 Coal Measures -7.9 23.5

YN608 (YN/013)

355975 170069

15.76 Mudstone 10.76 5

2.1.3 Specific replacement borehole details are given in Table 2-2 below;

Table 2-2: Proposed Dual Purpose Monitoring Boreholes

Borehole Well Type

Proposed Location

Current Ground Level

(mAOD)

Approximate Groundwater Table Depth

(mAOD)

Target Depth to be

Drilled (mAOD)

Borehole depth

(M)

YN601WMA Dual 355816 169571

20.76 15 10.76 10

YN607WMA Dual 355951 170092

15.58 5 -9.4 25

YN608WMA Dual 355951 170091

15.58 15 8.5 7.0

Note: Boreholes to be advanced using rotary or cable percussion techniques.

All boreholes require monitoring installations. Groundwater table depth and will be confirmed on site during drilling. Borehole Locations subject to final survey.

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3.0 PROTOCOLS

3.1 Borehole Drilling

3.1.1 All boreholes will be drilled in accordance with British Standard BS 5930.

3.1.2 The monitoring boreholes shall be drilled to the depths as shown in Table 2-1 and shall have a minimum internal diameter of 150mm which will be completed with a geo-sock wrapped 63mm OD HDPE Internal wellscreen.

3.1.3 A rotary or cable percussion drilling technique will be utilised for the boreholes. All installations will be completed with a raised (above ground) lockable cover.

3.1.4 SLR will provide a trained site Engineer/ Geologist who will log the boreholes in accordance with BS 5930.

3.1.5 A daily progress sheet shall be produced covering the following information:

• Borehole Reference Number;

• Depth of borehole at the end of each working day;

• Plant in use;

• Diameter and depth of all casings used;

• Depths to each change of stratum;

• Records of groundwater;

• Brief descriptions of each stratum;

• Brief description of any visual or olfactory indications of contamination;

• Any addition of water to the boring;

• Details of time spent overcoming obstructions;

• Details of services or drains located;

• Details of standpipe installation;

• Details of standing time;

• Details of stability of the hole; and

• Details of backfilling and grouting.

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3.2 Monitoring Well Installation.

3.2.1 The monitoring wells shall consist of high density polyethylene (HDPE) tubing as specified and the outside diameter shall be 63mm.

3.2.2 The base of the tubing shall be plugged with an end cap and such length as specified by the engineer shall be perforated by holes not greater than 5 mm in diameter at intervals of approximately 75 mm or an equivalent area of slots not greater than 5 mm width.

3.2.3 The filter shall be non-calcareous 10mm gravel, or similar material, as approved by the Engineer.

3.2.4 Where the depth of the borehole is greater than the depth to which the filter and tubing are to be installed then the hole shall be backfilled with impermeable materials, approved by the Engineer, to the base of the filter.

3.2.5 If required a gravel filter shall be placed in the exploratory hole up to the level of the proposed base of the tubing.

3.2.6 The 500mm sand layer will be installed above 10mm clean Non calcareous filter to the base of the bentonite seal

3.2.7 A seal comprising compressed hydrated bentonite pellets shall be installed from the top of the sand layer to 1m below ground surface. Clean water shall be added to the pellets and they shall be punned to ensure that a good seal is formed.

3.2.8 If the borehole is backfilled with clean arising or grout above a lower 3m bentonite seal installed over a sand layer then a further 2m bentonite seal is to be installed from 3m below ground level to 1m below ground level.

3.2.9 A concrete cap shall be installed above the bentonite seal to ground level (minimum 1m depth). The diameter of which shall be increased to 600mm for the final 150mm of depth to the surface.

3.2.10 The top of the tubing shall be covered by an air tight fitted plastic cap or similar, as approved by the Engineer. An air vent/drain shall be provided as indicated on Drawing 3.

3.2.11 Arrangements to prevent the ingress of surface water and to protect the top of the tubing shall use a steel all-weather lockable pedestal. The protective pedestal shall be set in concrete 1m deep. Protective fencing, where required, shall be approved by the Engineer.

3.2.12 The final details will be decided by the Engineer and will depend upon the actual subsoil and groundwater conditions found. The installation shall be generally as shown in Drawing 3.

3.2.13 Each shall be permanently labelled with an identifying stamp or metal tag giving the monitoring well number.

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3.3 Temporary Variation to installation

3.3.1 Monitoring installations YN607WMA and YN608WMA are within the verge footprint of the planned road alignment works. Current ground levels at this location are approximately 400mm below the planned final surface. The headworks shall be temporarily installed as detailed in Drawing No.3.

3.4 Water Level Measurement

3.4.1 Water levels, whenever encountered during drilling as ‘strikes’, will be measured and then left to rise for 20 minutes and then re-measured. Water levels will also be recorded at the beginning and end of each shift. On each occasion when groundwater is recorded the depth of the boring, the length of casing inserted in the borehole, and the time will also be recorded. The above manner of recording groundwater will apply to all boreholes.

3.4.2 Water level measurements will be collected with a hand-held flat-taped water level dipper. The depth to the water level will be measured using the top of the monitoring well casing as a reference point, reduced to adjacent ground level as appropriate.

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APPENDIX A

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Date of issue: 20 March 2012

Code of Practice and Instructions to Contractors Working for Viridor Prepared by: Ian Powell Head of Safety Management 4.6.3 Revision: 2.0

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Code of Practice and Instructions to Contractors Working for Viridor

March 2012

4.6.3

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Contents Introduction .......................................................................................................................................... 2

Legal obligations .................................................................................................................................. 2

Competence ......................................................................................................................................... 3

Hazards at Viridor sites ........................................................................................................................ 3

Planning & communication ................................................................................................................... 3

Insurance ............................................................................................................................................. 4

CDM ..................................................................................................................................................... 4

Before arriving on site .......................................................................................................................... 4

Arriving at and leaving site ................................................................................................................... 5

Waste disposal ..................................................................................................................................... 5

Pollution control .................................................................................................................................... 5

Protective clothing & equipment (PPE) ................................................................................................ 6

Authorisation to Work ........................................................................................................................... 6

Permit to Work ..................................................................................................................................... 6

Incidents, hazards, near misses & unsafe conditions ........................................................................... 6

Accidents, dangerous occurrences & damage ..................................................................................... 7

Behaviour ............................................................................................................................................. 7

Drugs & alcohol .................................................................................................................................... 7

Working area(s) & access .................................................................................................................... 7

Movement of vehicles ........................................................................................................................... 7

Security ................................................................................................................................................ 7

Fire safety ............................................................................................................................................ 7

Smoking ............................................................................................................................................... 8

Welding and hot work ........................................................................................................................... 8

Compressed gasses & flammable materials ........................................................................................ 8

CoSHH ................................................................................................................................................. 8

Tools & equipment ............................................................................................................................... 8

Services ............................................................................................................................................... 9

Machine guards & fences ..................................................................................................................... 9

Isolation and Lock-off/Tag-off of Plant and Equipment ......................................................................... 9

Excavations ........................................................................................................................................ 10

Scaffold, ladders & work at height ...................................................................................................... 10

Lifting operations ................................................................................................................................ 10

Confined spaces ................................................................................................................................ 10

Electrical supplies & equipment ......................................................................................................... 11

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Code of Practice and Instructions to Contractors Working for Viridor

March 2012

4.6.3

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Introduction  This Code of Practice has been produced to inform the Owners, Directors and Managers of contracting companies providing services to Viridor and its subsidiaries of the standards and behavior expected from their employees when working on Viridor sites. The information should be used to brief employees on what they need to do before arriving at a Viridor site and what to expect when they get there. Viridor is committed to the safety of its employees and to other people who are engaged to carry out work for Viridor or affected by its operations. The company is also committed to its environmental responsibilities. Complying with this Code of Practice is a requirement of working for Viridor as a contractor. Viridor retains the right to inspect any works, equipment and tools and documentation relevant to the works. If in doubt ask for advice from the Contractor Manager or Safety Coordinator (see ‘Planning and Communication’).

Legal obligations  It is the duty of the Owners, Directors and Managers of contract companies to make their employees aware of their statutory duties. Contractors are responsible for communicating the information in this Code of Practice to, and ensuring any contractors they engage apply the same standards. Self-employed contractors have the same duty to work safely and comply with statutory duties and to comply with this Code of Practice. Contractors must ensure that all of their employees and any sub-contractor they engage comply with this Code of Practice and the requirements of all relevant statutory Acts, Regulations and Codes of Practice. They must conduct their activities in such a way as to ensure that the health and safety of their employees, and any other persons is not put at unreasonable risk. By signing in at any Viridor site you agree to comply with this Code of Practice and ensure those you supervise, employ and engage also comply. The objective is to operate the site safely and meet all statutory requirements of health, safety and environmental regulations, related Approved Codes of Practice and Guidance. Anything provided for the purpose of health and safety of Viridor employees or others must not be interfered with. Further copies of this code are available for distribution upon request.

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Code of Practice and Instructions to Contractors Working for Viridor

March 2012

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Competence Each contractor must have the appropriate level of competence to carry out quality work in a safe and compliant manner. This includes a capability to understand signs and instructions as appropriate. Where this cannot be assured such workers must be provided, as their abilities dictate, with adequate supervision by a person with an appropriate level of ability to communicate. Plant operator’s certificates, competence cards or other relevant certificates must be produced – certificates will be photocopied and filed. These should be scanned and emailed to the Contractor Manager in good time to avoid delays.

Hazards at Viridor sites  Hazards vary from site to site and you will be made aware of relevant hazards at the planning and inductions stages. Significant hazards may include;

• Moving plant and vehicles. • Reversing plant and vehicles • Slips and trips • Dust • Confined spaces • Explosive atmospheres • Noise • Overhead and underground services

Planning & communication Risks can be kept to a practical minimum by adequate planning and communication. Viridor sites and site operations vary significantly. At any one time different works involving different contractors may be in progress or due to start. For this reason it is vitally important that adequate planning takes place to avoid additional risk and delay. Adequate time must be allowed for planning and communication. Viridor will nominate a ‘Contractor Manager’ and Safety Coordinator’ for the works The Contractor Manager is the person at Viridor who engaged the contractor and is the main contact for organising, programme and decision making. The Safety Coordinator is the point of contact for day to day health and safety matters. On simple projects the Contractor Manager and Safety Coordinator may be the same person. On larger projects the role may be split. Legislation requires arrangements for an appropriate level of communication and coordination for health and safety. The contractor is responsible for making similar appointments and ensuring lines of communication are maintained. Risk assessments and method statements must be supplied with adequate time for these to be reviewed. Late submission and inadequate documents will lead to delays in work starting. A pre-start meeting must be held to ensure risks to health and safety and environmental / ecology issues between the Contractor and Viridor are discussed, coordinated and effectively managed. This

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meeting should include someone from the compliance / environment and health and safety team where additional advice is required. Significant changes of plan must be notified to Viridor’s Contractor Manager before they take place. Risk assessments and safe methods of work may need revising. Any lay-down and materials delivery areas must be set-up and arrangements for parking and bringing vehicles on site agreed.

Insurance  Adequate insurance must be in place before work starts. Additional cover may be required depending on the location of the work and loss potential.

CDM  This Code of Practice is not intended for contract work subject to CDM as the Principal Contractor is responsible for health and safety of works subject to CDM. However it does set out Viridor’s expectations of compliant working as a Client and should be referenced. It may be necessary for contractors working in the CDM area to use entrances, routes and facilities in common with non-CDM workers. Management of these shared areas must be discussed and organised at the planning stage. Areas subject to CDM will be under the control of the Principal Contractor. Whenever possible these will be physically sectioned off. Where this is not practical, clear demarcation and signs must be displayed. Viridor employees should be managed as visitors or contractors when entering these areas. Arrangements for signing in and out and emergency procedures will be defined at the planning stage and are likely to be managed separately to Viridor requirements.

Before arriving on site  Where a Contractor uses sub-contractors, the main Contractor is responsible for health and safety and communication to their sub-contractor(s). The main contractor must inform everyone who works on a Viridor site of their duties under health, safety and environmental legislation which our outlined in this Code of Practice and Viridor’s Contractor Induction video. This can be accessed at www.viridor.co.uk . Watching this before arriving at site will save time. Ensure that they have the skills and training necessary to deliver work to the appropriate standard. Ensure where possible that they are briefed about the nature and scope of the works they will be carrying out. Ensure that they have the tools and personal protective equipment (PPE) needed to complete the job in a safe and efficient manner. PPE includes safety footwear, hard hat, high visibility vest or jacket.

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Additional PPE may be required depending on local site rules and your risk assessment. Inform them about Viridor’s requirements relating to the standards of behavior, site access and the safety rules which apply on any Viridor site and which are outlined later in this Code of Practice.

Arriving at and leaving site  On arrival at any Viridor site for the first time, the contractor’s senior representative must report to the Viridor Unit Manager or nominated person to arrange inductions. If the Contractor Induction Video has not been watched, it will be shown before work starts. By signing in on site each contractor is agreeing to follow the safe working rules in the video, site induction and this Code of Practice. A site induction covering local site rules, evacuation procedures, assembly points, hazards and location of welfare facilities will be given. Contractors must sign in and out every time they enter or leave the site so that they can be accounted for during an evacuation. Where control of an area has been handed over e.g. CDM area, subject to agreement, control of signing in and out for the works may be transferred to the main or Principal Contractor. At the end of the working day workplaces must be left in a safe condition. This may e.g. mean taking down ladders or fitting anti-climb features or securing gates. Security of tools, materials and equipment provided or used by the contractor is the responsibility of the contractor.

Waste disposal  Arrangements are to be discussed and agreed with the Contractor Manager at the planning stage. Unless the contract provides to the contrary, salvaged equipment and materials remain the property of Viridor. Contractors are responsible for the regular removal of all waste materials, spoil, rubble, etc. arising from their work activities, including any wastes produced by their own chemical or chemically based materials irrespective of the quantity. Toxic, harmful and flammable wastes must be disposed of in accordance with relevant statutory requirements. Oils, solvents, or chemicals shall not be disposed of down any drains, care must also be taken to ensure that sand, soil, cement or other building waste is not washed down Viridor drains or sewers.

Pollution control  All cases of contamination and spillage must be reported immediately to Viridor’s Contractor Manager or Safety Coordinator. At the same time every effort should be made to minimise further contamination and spread.

Page 23: Yanley Landfill Site Monitoring Boreholes Installation ... · 3.1 Borehole Drilling ... Drawing No. 3 Typical Dual Ground Water/Gas Monitoring Borehole ... 2.1.1 The monitoring borehole

Code of Practice and Instructions to Contractors Working for Viridor

March 2012

4.6.3

6

Protective clothing & equipment (PPE)  Contractors are responsible for providing their own PPE which must be appropriate for the task and where necessary be tested and in date. The need for the use of any special protective clothing or equipment should be discussed with the Viridor Unit Manager or Health & Safety Team.

Authorisation to Work Before a contractor starts any works an Authorisation to Work will be issued as a record that Viridor and the Contractor have reviewed the proposed works and relevant documentation and that any related hazards are effectively managed.

Permit to Work  Before starting any particularly hazardous works e.g. hot work (welding, cutting) work at height, confined spaces, excavation/breaking ground, electricity, etc. a Permit to Work may be required and will be issued to the contractor. Permit to Work is used to ensure work with higher risk potential is adequately planned and controlled. The need for Permit to Work will be discussed with the Contractor Manager at the planning stage when hazards are identified. Contractors shall not enter any confined spaces where there are or are likely to be toxic or dangerous fumes, or where there is a likely to be a lack of oxygen, without first taking such precautions as are laid down in The Confined Space Regulations. All work in confined spaces must be notified in advance to the Viridor Unit Manager or nominated person as a Permit to Work will be required.

Incidents, hazards, near misses & unsafe conditions  We welcome all suggestions on improving health and safety on any Viridor site. On discovering a hazard, unsafe or potentially hazardous situation contractors should try to make safe and also report it to;

• Viridor’s site manager or • Contractor Manager or • Safety Coordinator or • By telephoning the Incident reporting Line on 0845 676 2080 (open 24/7/365).

Page 24: Yanley Landfill Site Monitoring Boreholes Installation ... · 3.1 Borehole Drilling ... Drawing No. 3 Typical Dual Ground Water/Gas Monitoring Borehole ... 2.1.1 The monitoring borehole

Code of Practice and Instructions to Contractors Working for Viridor

March 2012

4.6.3

7

 

Accidents, dangerous occurrences & damage  All accidents, dangerous occurrences and damage must be reported immediately as detailed in the previous section. A thorough investigation will be carried out. Where necessary the Health & Safety Executive will be informed.

Behaviour  Any person caught stealing, causing willful damage, bringing alcoholic drinks onto a site, engaging in horseplay or any other activity, which could jeopardize the safety of any person, is strictly forbidden and will not be tolerated. Anything provided for the purpose of health and safety of Viridor employees or others must not be interfered with.

Drugs & alcohol  Viridor operates a random and for-cause drugs and alcohol policy. All contractors are required to comply. Any person or suspected of being under the influence of alcohol or drugs will be excluded from the site.

Working area(s) & access  Contractors should confine themselves to the designated area of work and agreed travel routes Movement outside these areas is only permitted with permission of the Contractor Manager as changes in working patterns and movements may increase risks to people on site or cause delays.

Movement of vehicles  Site traffic signs and speed limits are to be observed by all contractors driving vehicles and plant.

Security  Viridor reserves the right to refuse entry and examine the contents of any vehicle entering or leaving the site.

Fire safety  Contractors will be made aware of fire procedures during induction. For your safety and the safety of others please familiarise yourself the site fire safety and emergency arrangements taking note of the location of fire extinguishers and fire alarm call-points in the area in which you work.

Page 25: Yanley Landfill Site Monitoring Boreholes Installation ... · 3.1 Borehole Drilling ... Drawing No. 3 Typical Dual Ground Water/Gas Monitoring Borehole ... 2.1.1 The monitoring borehole

Code of Practice and Instructions to Contractors Working for Viridor

March 2012

4.6.3

8

Smoking  Viridor operates a no smoking policy on all sites including inside vehicles. Smoking is only permitted in designated smoking areas which will be identified during site inductions.

Welding and hot work  All hot work must be carefully controlled and agreed in the plan before staring. A Permit to Work may be required. Hot work includes; welding, brazing, cutting, grinding, paint burning, friction welding. The contractor shall provide adequate screens, sheets and barriers to ensure safety from the work e.g. arc flashes and to prevent fire risk.

Compressed gasses & flammable materials  Compressed gasses and flammable materials must be stored and used in accordance with statutory requirements and any addition conditions specified by Viridor. Use of gasses and flammables must be identified at the planning stage and included in risk assessments and method statements. Containers must be properly labeled with the name of the contents and be suitable for the particular substance and returned to storage when not in use.

CoSHH  Substances hazardous to health used during or created by the works must be identified as part of the planning process and the necessary CoSHH assessments carried out. Steps must be taken to ensure that exposure of any person is kept to a minimum, and in any case below the exposure limit.

Tools & equipment  Contractors will provide tools, plant and equipment for the works. They shall be in good working order and, where appropriate have current test certificates. They must be maintained to be safe and suitable for the work in hand. Using Viridor’s equipment is not permitted without written agreement of the Contractor Manager. Where Viridor agrees to loan or hire tools, and/or equipment, they will be used by the contractors entirely at their own risk, and any loss, damage or injury, however caused, will be the contractor's responsibility.

Page 26: Yanley Landfill Site Monitoring Boreholes Installation ... · 3.1 Borehole Drilling ... Drawing No. 3 Typical Dual Ground Water/Gas Monitoring Borehole ... 2.1.1 The monitoring borehole

Code of Practice and Instructions to Contractors Working for Viridor

March 2012

4.6.3

9

 

Services  Contractors must obtain the permission from Viridor before interrupting or making use of electricity, gas, water, data, communications or any other service.

Machine guards & fences  Guards and fences must not be removed from any plant or machinery unless agreed as part of the agreed works. Where guards have to be removed, plant or machinery must be isolated and lock-off/tag-off implemented to prevent inadvertent start-up. A Permit to Work must be obtained and suitable warning notices shall be displayed.

Isolation and Lock‐off/Tag‐off of Plant and Equipment   Effective isolation is the only practical way to eliminate the risks from hazardous energy. This can mean simply unplugging or disconnecting. Where this is not possible lock-off/tag-off is required. The primarily purpose of lock off / tag off is to protect people. Hazards which lock off / tag off procedures can control include: Electricity Competent persons require an understanding not only of effective isolation, but also procedures such as ‘proving dead’, earth bonding and use of using certified test equipment, etc. Although electrical equipment should be rated for the environment in which it is used (e.g. wet conditions), leaks and water ingress can occur which increase the risk of indirect contact with electricity. Machinery Hazards The main hazard from machinery is contact with moving parts. Many machines used in waste processing are potentially very dangerous with death or amputations a likely outcome. Many machines are set to cycle automatically or are triggered by sensors making these machines even more dangerous. Maintenance and cleaning can require guards to be removed and when this is the case effective isolation is the only way to ensure safety. Interlock switches on guards and safety stops must never be considered as the main method for making safe, they are only a secondary system. Compressed Gasses, Hazardous Gases, Hazardous Liquids & Liquids under Pressure Compressors, receivers, gas, water and hydraulic systems present significant dangers from the accidental release of pressurised air or gas, hot gas, liquids or chemicals. Effective isolation and proof that a line or vessel is not pressurised is essential to safe working. Releasing stored pressure, particularly where chemicals and gases are involved must be done with extreme caution. A risk assessment should first be carried out. Hazards and risks include, but are not

Page 27: Yanley Landfill Site Monitoring Boreholes Installation ... · 3.1 Borehole Drilling ... Drawing No. 3 Typical Dual Ground Water/Gas Monitoring Borehole ... 2.1.1 The monitoring borehole

Code of Practice and Instructions to Contractors Working for Viridor

March 2012

4.6.3

10

limited to; confined spaces, asphyxiation, oxygen rich environments, chemical burns, fire and explosion. Hydraulic oil, compressed air and steam lines can be relieved of pressure by slowly opening valves to atmosphere or carefully opening joints or connections. Particular care should be taken to divert any exhausting pressure or substances away from people and equipment to prevent danger.

Excavations  A Permit to Work is required for any excavation deeper than 100mm. All excavation work must be carried out in accordance with the guidance in HSE publication HSG 47 ‘Avoiding danger from underground services’. Before any excavation starts work the location of any buried services must be identified and safe methods of digging implemented. During excavation work the surrounding area shall be maintained in a safe condition. Excavations must be securely fenced or covered and suitable warning notices displayed. During hours of darkness, excavations must be marked by a sufficient number of warning lights where necessary. Precautions must be taken to avoid the collapse of trench walls or other excavations.

Scaffold, ladders & work at height  Falls from height can be fatal and also result in serious disabling injuries. Scaffolds, ladders and other access equipment must be in good condition, adequate for the purpose and properly maintained. Erection of scaffolds and scaffold towers must only be carried out under the supervision of a competent accredited person and scaffolds must be certified and routinely inspected as required. Work at height and requiring access equipment must be discussed at the planning stage. A Permit to Work may be required.

Lifting operations  Viridor lifting equipment, hoists or vehicles shall not be used by contractor’s employees. Lifting appliances, lifting gear, mobile cranes, hoists, chains, ropes, etc. will be used in accordance with Lifting Operations and Lifting Equipment Regulations (LOLER) and The Provision and Use of Work Equipment Regulations (PUWER). Lifting operations must be discussed at the planning stage as a Permit to Work may be required.

Confined spaces  See section on ‘Permit to Work’.

Page 28: Yanley Landfill Site Monitoring Boreholes Installation ... · 3.1 Borehole Drilling ... Drawing No. 3 Typical Dual Ground Water/Gas Monitoring Borehole ... 2.1.1 The monitoring borehole

Code of Practice and Instructions to Contractors Working for Viridor

March 2012

4.6.3

11

Electrical supplies & equipment  Where there is a possibility of persons coming into contact with electrical equipment which is live or could become live, work will not start without a Permit to Work . Electrically powered tools and equipment must be properly protected and maintained in good safe condition. Trailing leads and other temporary connections must be adequate for the purpose and be insulated, terminated, positioned and protected so as to prevent danger. Wherever practical, electrically powered hand tools should be used. These should be battery or low voltage (110v) type connected to transformers that are centre tapped to earth. If 240v supply must be used, tools must be RCD protected. All portable electrical appliances shall be tested and identified in accordance with the Electricity at Work Regulations.

Page 29: Yanley Landfill Site Monitoring Boreholes Installation ... · 3.1 Borehole Drilling ... Drawing No. 3 Typical Dual Ground Water/Gas Monitoring Borehole ... 2.1.1 The monitoring borehole

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SERVICES ORIGINAL SHEET SIZE A3

©

NO UNAUTHORISED REPRODUCTION OR DISTRIBUTION OF THIS DRAWING WILL BE ALLOWED WITHOUT PRIOR PERMISSION OF THE VIRIDOR DRAWING OFFICE. TEL:01732 229200

FIRE HYDRANT

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SP

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LOW V OVERHEAD ELECTRIC LINE

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BT GENERALBT

GENERAL ELECTRIC LINEEL

42 KINGS HILL AVENUE

KINGS HILL, WEST MALLING

KENT, ME19 4AJ

Tel : 01732 229200

Fax : 01732 229280

LEACHATE RECIRCULATION HIGHLEA H

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Page 30: Yanley Landfill Site Monitoring Boreholes Installation ... · 3.1 Borehole Drilling ... Drawing No. 3 Typical Dual Ground Water/Gas Monitoring Borehole ... 2.1.1 The monitoring borehole

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FIRE EXIT

FIRE EXTINGUISHER CO ²

FIRE EXTINGUISHER

WATER

FIRE BLANKET

FIRE EXTINGUISHER

DRY POWDER

FIRE EXTINGUISHER FOAM

FIRE HOSE REEL

FIRE ALARM SOUNDER

DETECTOR HEAT

30

60

FIRE DOOR 30 MINS

FIRE DOOR 60 MINS

WATER BUCKET

SAND BUCKET

FIRST AID

DIRECTIONAL ARROW

FIRE ALARM

CALLPOINT-MANUAL

LUMINAIRE ANY

TYPE ENCLOSED

MANUAL FIRE

ALARM SOUNDER

NO SMOKING

EMERGENCY

TELEPHONE POINT

FIRE ALARM SOUNDER

& VISUAL WARNING

DETECTOR SMOKE

BREAK GLASS

BA

BA

WB

SB

BG

EXIT

NB

SE

Emergency

Spill Kit

EMERGENCY

SPILL KIT

Fire

blanket

REST ROOM

NO UNAUTHORISED PERSONNEL

ESCAPE

DIRECTIONAL ARROW

VEHICLE INBOUND

VEHICLE OUTBOUND

SAFE WALKING ROUTE

FENCE

ORIGINAL SHEET SIZE A3

NO UNAUTHORISED REPRODUCTION OR DISTRIBUTION OF THIS DRAWING WILL BE ALLOWED WITHOUT PRIOR PERMISSION OF THE VIRIDOR DRAWING OFFICE. TEL:01732 229200

ALL PENETRATIONS OF THE CAPPING

HAVE A 2.2m RADIUS ATEX ZONE 2

AROUND THEM

OFF SITE BOREHOLES HAVE A 0.3m

RADIUS ATEX ZONE 2 AROUND THEM

INTERNALLY, ALL ARE SUBJECT TO

ZONE 1 UNLESS OTHERWISE MARKED

42 KINGS HILL AVENUE

KINGS HILL, WEST MALLING

KENT, ME19 4AJ

Tel : 01732 229200

Fax : 01732 229280

YANLEY

LANDFILL

SITE

SAFETY

PLAN

YAN 2000

NTS

JUNE 2009

MTGS

NH

YAN048s 12/01/10

Page 31: Yanley Landfill Site Monitoring Boreholes Installation ... · 3.1 Borehole Drilling ... Drawing No. 3 Typical Dual Ground Water/Gas Monitoring Borehole ... 2.1.1 The monitoring borehole

2

0

.0

2

0

.

0

1

5

.

0

35.0

2

5

.

0

2

5

.

0

2

5

.

0

2

5

.

0

2

5

.

0

2

5

.

0

3

5

.

0

3

5

.

0

3

5

.0

3

5

.

0

3

5

.

0

3

5

.0

35.0

3

0

.

0

3

0

.

0

3

0

.

0

3

0

.

0

3

0

.

0

3

0

.

0

20.0

20.0

2

0

.0

2

0

.

0

2

0

.

0

2

0

.

0

5

0

.

0

5

0

.

0

5

0

.

0

5

0

.

0

5

0

.

0

50.0

5

0

.

0

5

0

.

0

50.0

5

5

.

0

5

5

.

0

5

5

.

0

5

5

.

0

5

5

.0

5

5

.

0

5

5

.

0

6

0

.

0

6

0

.

0

6

0

.0

6

0

.

0

6

0

.

0

6

0

.

0

6

5

.

0

6

5

.0

6

5

.

0

6

5

.

0

4

5

.0

4

5

.

0

4

5

.

0

4

5

.

0

4

5

.

0

4

5

.0

4

5

.0

4

5

.

0

4

5

.

0

4

5

.

0

4

0

.

0

4

0

.

0

4

0

.

0

4

0

.

0

4

0

.

0

4

0

.

0

4

0

.

0

4

0

.

0

4

0

.0

4

0

.0

40.0

4

0

.

0

4

0

.0

4

0

.0

4

0

.

0

4

0

.

0

4

0

.0

3

5

.

0

35.0

3

5

.

0

3

0

.

0

4

0

.

0

3

0

50.0

4

0

.

0

3

5

.

0

35.0

3

0

.

0

3

0

.

0

35.0

30.0

3

0

.

0

30.0

355500E

355400E

355300E

355200E

355500E

355400E

355300E

355200E

356000E

355800E

355700E

355900E

355800E

355700E

355900E

355600E

355600E

356000E

169700N

169600N

169500N

355500E

355400E

355300E

355200E

355500E

355400E

355300E

355200E

356000E

355800E

355700E

355900E

355800E

355700E

355900E

355600E

355600E

356000E

169700N

169600N

169500N

355500E

355400E

355300E

355200E

355500E

355400E

355300E

355200E

356000E

355800E

355700E

355900E

355800E

355700E

355900E

355600E

355600E

356000E

169700N

169600N

169500N

RESTORED LANDFILL

RESTORED LANDFILL

RESTORED LANDFILL

RESTORATION IN PROGRESS

RESTORATION IN PROGRESS

TOPSOIL STOCKPILE

F

O

O

T

P

A

T

H

WATER LEVEL

29.61m

WOODLAND - UNABLE TO SURVEY

LEACHATE

LAGOON

MH

355500E

355400E

355300E

355200E

355500E

355400E

355300E

355200E

356000E

355800E

355700E

355900E

355800E

355700E

355900E

355600E

355600E

356000E

170000N

169900N

169800N

169700N

169600N

169500N

WATER LEVEL

29.61M

AREA OVERGROWN - UNABLE TO SURVEY

AREA OVERGROWN - UNABLE TO SURVEY

C

O

N

1YNMAN10

1YNMAN11

MH

MH

MH

MH

MH

MH

MH

MH

MH

MH

MH

MH

MH

MH

RESTORED LANDFILL

RESTORED LANDFILL

RESTORED LANDFILL

TOPSOIL STOCKPILE

3

6

.

5

0

1YN004FP

1YN003FP

1YN006FP

1YN008FP

1YN006FP

1YN009FP

1YN007FP

1YN001FP

1YN002FP

1YN005FP

STORAGE

YN606GM

16.32 (CL)

15.70 (GL)

1YN359CV

1YN354CV

1YN365CV

1YN368CV

1YN367CV

1YN355CV

1YN359CV

LFG SIZE A3

NO UNAUTHORISED REPRODUCTION OR DISTRIBUTION OF THIS DRAWING WILL BE ALLOWED WITHOUT PRIOR PERMISSION OF THE VIRIDOR DRAWING OFFICE. TEL:01732 229200

ALL PENETRATIONS OF THE CAPPING

HAVE A 2.2m RADIUS ATEX ZONE 2

AROUND THEM

OFF SITE BOREHOLES HAVE A 0.3m

RADIUS ATEX ZONE 2 AROUND THEM

INTERNALLY, ALL ARE SUBJECT TO

ZONE 1 UNLESS OTHERWISE MARKED

SITE NAME

DRAWING TITLE

SCALE

O/DATE

O/DRN

O/APP

REVISION

DRN APP DATE

DRAWING BASED UPON :

FOR REVISION INFORMATION, SEE D.O. REGISTER

viridor.co.uk

viridorUK /viridor

viridorTV

42 KINGS HILL AVENUE KINGS HILL,

WEST MALLING, KENT, ME19 4AJ

Tel : 01732 229200

Fax : 01732 229280

LOCATIONS OF ALL

SERVICES IS INDICATIVE ONLY.

CAUTION MUST BE USED WHEN

WORKING IN THESE AREAS.

REDUCER

400mm PIPE

KNOCKOUT POTS

SOAKAWAY

NEW SOAKAWAYS IN APPROX POSITION

FLOW MONITORING BOX

NEW WELLS IN APPROX POSITION

LEACHATE MONITORING

GAS CONTROL WELL

125mm PIPE

315mm PIPE

250mm PIPE

180mm PIPE

MANIFOLD

63mm PIPE

90mm PIPE

NOTES

1. ALL PIPE SIZES ARE O.D.

2. POSITIONS OF ALL PIPEWORK AND NEW WELLS

ARE INDICATIVE ONLY

110mm PIPE

GAS CONTROL WELL (BURIED)

450mm PIPE

355mm PIPE

220mm PIPE

100mm PIPE

50mm PIPE

32mm PIPE

MANIFOLD (BURIED)

PROPOSED PIPEWORK

BURIED PIPEWORK

GAS PIN WELL

AS FROM 20/03/07 THE FORMAT FOR GAS WELL

IDENTIFICATION (AS APPROVED BY IAN MORRISH)

WILL NOT BE SITE SPECIFIC AND TAKE THE

FOLLOWING GENERIC FORM : SITE ID (3

CHARACTERS OR 1 No. AND 2 CHARACTERS)

TYPE (2 CHARACTERS) IE:

1PK/001/CV (OR CH/TV/TH/TP)

WELL No.(3 No.S) & WELL

GAS CONTROL WELL (DECOMMISSIONED)

HORIZONTAL PIPEWORK

HORIZ

LEACHATE

LEACHATE PIPEWORK

CON

CONDENSATE LINES

AIR

AIR LINES

500mm PIPE

S

SP

LEACHATE SUMP

GROUNDWATER PUMP CHAMBER

LEACHATE RECIRCULATION

YANLEY

LANDFILL

GAS

LAYOUT

PLAN

YAN4000

1:2500

NOV 2013

MG

LC

YAN58s/NOV2012 / UPDATES

S

W E

N

Page 32: Yanley Landfill Site Monitoring Boreholes Installation ... · 3.1 Borehole Drilling ... Drawing No. 3 Typical Dual Ground Water/Gas Monitoring Borehole ... 2.1.1 The monitoring borehole

Viridor Waste Management 8 402.00036.00665 Yanley Landfill Site May2014 Monitoring Boreholes Specification

SLR

APPENDIX B

Page 33: Yanley Landfill Site Monitoring Boreholes Installation ... · 3.1 Borehole Drilling ... Drawing No. 3 Typical Dual Ground Water/Gas Monitoring Borehole ... 2.1.1 The monitoring borehole
Page 34: Yanley Landfill Site Monitoring Boreholes Installation ... · 3.1 Borehole Drilling ... Drawing No. 3 Typical Dual Ground Water/Gas Monitoring Borehole ... 2.1.1 The monitoring borehole
Page 35: Yanley Landfill Site Monitoring Boreholes Installation ... · 3.1 Borehole Drilling ... Drawing No. 3 Typical Dual Ground Water/Gas Monitoring Borehole ... 2.1.1 The monitoring borehole
Page 36: Yanley Landfill Site Monitoring Boreholes Installation ... · 3.1 Borehole Drilling ... Drawing No. 3 Typical Dual Ground Water/Gas Monitoring Borehole ... 2.1.1 The monitoring borehole
Page 37: Yanley Landfill Site Monitoring Boreholes Installation ... · 3.1 Borehole Drilling ... Drawing No. 3 Typical Dual Ground Water/Gas Monitoring Borehole ... 2.1.1 The monitoring borehole
Page 38: Yanley Landfill Site Monitoring Boreholes Installation ... · 3.1 Borehole Drilling ... Drawing No. 3 Typical Dual Ground Water/Gas Monitoring Borehole ... 2.1.1 The monitoring borehole
Page 39: Yanley Landfill Site Monitoring Boreholes Installation ... · 3.1 Borehole Drilling ... Drawing No. 3 Typical Dual Ground Water/Gas Monitoring Borehole ... 2.1.1 The monitoring borehole
Page 40: Yanley Landfill Site Monitoring Boreholes Installation ... · 3.1 Borehole Drilling ... Drawing No. 3 Typical Dual Ground Water/Gas Monitoring Borehole ... 2.1.1 The monitoring borehole

Viridor Waste Management 9 402.00036.00665 Yanley Landfill Site May 2014 Monitoring Boreholes Specification

SLR

APPENDIX C

Page 41: Yanley Landfill Site Monitoring Boreholes Installation ... · 3.1 Borehole Drilling ... Drawing No. 3 Typical Dual Ground Water/Gas Monitoring Borehole ... 2.1.1 The monitoring borehole

Viridor Waste Management 9 402.00036.00665 Yanley Landfill Site May2014 Monitoring Boreholes Specification

SLR

PERMIT TO BREAK GROUND

This is to be used as a checking procedure to ensure all parties are aware of the position and ID of the borehole before drilling commences

Borehole ID Number

Date Coordinate Elevation

mAOD

Target Depth mAOD

Signed Contractor

Signed CQA

Observations/Additional Information.

Page 42: Yanley Landfill Site Monitoring Boreholes Installation ... · 3.1 Borehole Drilling ... Drawing No. 3 Typical Dual Ground Water/Gas Monitoring Borehole ... 2.1.1 The monitoring borehole

Viridor Waste Management 10 402.00036.00665 Yanley Landfill Site May2014 Monitoring Boreholes Specification

SLR

DRAWINGS

Page 43: Yanley Landfill Site Monitoring Boreholes Installation ... · 3.1 Borehole Drilling ... Drawing No. 3 Typical Dual Ground Water/Gas Monitoring Borehole ... 2.1.1 The monitoring borehole

THE SITE

0 5000

Metres

1000 2000m 3000 40001500500

1:50,000

S

REPRODUCED BY PERMISSION OF ORDNANCE SURVEY ON

BEHALF OF HMSO. CROWN COPYRIGHT AND DATABASE RIGHT

OS DATA LICENCE EXPIRATION:

ALL RIGHTS RESERVED. LICENCE NUMBER AI100012293

TREENWOOD HOUSE

ROWDEN LANE

BRADFORD-ON-AVON

WILTS. BA15 2AU

T: 01225 309400

F: 01225 309401

www.slrconsulting.com

Project

RevisionDrawing NumberDate

Scale

Revision Drawn By Chkd By Date Comments

Site

Drawing

40

2.0

03

6.0

06

65

.1

.0

S

ite

L

oca

tio

n P

la

n.d

wg

N

EW

YANLEY LANDFILL

YANLEY -MONITORING & VERIFICATION DRILLS

SITE LOCATION PLAN

MAY 2014

1:50,000 @A4

1

12.05.15

CQA PLAN

0

12.05.14PS AB

0

Page 44: Yanley Landfill Site Monitoring Boreholes Installation ... · 3.1 Borehole Drilling ... Drawing No. 3 Typical Dual Ground Water/Gas Monitoring Borehole ... 2.1.1 The monitoring borehole

SEE INSERT

EXISTING SURFACE POND

WATER SOURCE FOR CLAY

CONDITIONING

WOODLAND - UNABLE TO SURVEY

YN612GM

19.51(CL)

19.78(GL)

YN606GM

16.32 (CL)

15.70 (GL)

YN356ALM

41.03 (CL)

39.22 (GL)

1YN283CV

1YN380CV

1YN306CV

KOP09

LAGOON

170000N

169900N

169800N

355500E

355400E

169700N

169600N

355300E

169500N

355800E

355700E

355900E

355600E

356000E

CONTRACTORS

COMPOUND

GL 20.76

GL 15.58

GL15.58

169400N

SITE ENTRANCE

355800E

355700E

355900E

169300N

169200N

169100N

169000N

168900N

www.slrconsulting.com

Drawing Number Revision

Scale Date

40

2.0

03

6.0

06

65

.2

.0

G

en

era

l S

ite

L

ayo

uto

ve

rla

y.d

wg

Drawing Title

Project

Revision

By Chk'd ByCommentsDate

NOTES

LEGEND

Site

TREENWOOD HOUSE

ROWDEN LANE

BRADFORD-ON-AVON

WILTS. BA15 2AU

T: 01225 309400

F: 01225 309401

N

E

S

W

YANLEY LANDFILL

YANLEY - MONITORING & VERIFICATION DRILLS

GENERAL SITE LAYOUT

& DRILLING LOCATIONS

1:1250 @A1 MAY 2014

2 0

CQA PLAN

0

PS12.05.14

AB

FIRST ISSUE

ENVIRONMENTAL PERMIT

BOUNDARY

LEACHATE MONITORING POINT

GAS CONTROL WELL

GAS MONITORING POINT

SOAKAWAY

GROUND WATER MONITORING POINT

SURFACE WATER MONITORING POINT

GAS MANIFOLD

GAS TAP

SUMP

LEACHATE MONITORING POINT (BURIED)

PIN WELL

GAS CONTROL WELL (BURIED)

KNOCKOUT POT

PROPOSED MONITORING

BOREHOLE LOCATIONS

CONTRACTORS COMPOUND

DRAWING BASED FROM VIRIDOR DRAWING ANNUAL

SURVEY OF 12/01/10, No. YAN48/JAN 10

GL 20.76

Page 45: Yanley Landfill Site Monitoring Boreholes Installation ... · 3.1 Borehole Drilling ... Drawing No. 3 Typical Dual Ground Water/Gas Monitoring Borehole ... 2.1.1 The monitoring borehole

0.5m

APPROX FINAL GROUND

LEVEL 16.0mAOD

GROUND WATER LEVEL

150

mm

200mm

VA

RIE

S2m

1m

0.5m

75m

m

DRAIN HOLE

LOCKABLE

HEADWORKS

PUSH ON OR

SCREW CAP WITH

GAS TAP

PADLOCK HOLE

MIN 8mm

1m DEEP

CONCRETE

2m DEEP

BENTONITE SEAL

10mm CLEAN

NON-CALCAREOUS

GRAVEL

END CAP

63mm OD PLAIN

PIPEWORK

63mm OD SLOTTED

& GEOWRAPPED

PIPEWORK

500mm SAND LAYER

SAMPLE VALVE

EXISTING GROUND

LEVEL 15.58mAOD

2m DEEP

BENTONITE SEAL

500mm SAND LAYER

0.5m

75m

m

LOCKABLE

HEADWORKS

PUSH ON OR

SCREW CAP WITH

GAS TAP

PADLOCK HOLE

MIN 8mm

SAMPLE VALVE

DRAIN HOLE

AP

PR

OX

0.4m

GROUND LEVEL

YAN 601WMA & YAN

608WMA GENERAL

DETAILS

SCALE NTS

YAN607WMA

GENERAL DETAILS

SCALE NTS

TEMPORARY

HEADWORKS

ARRANGEMENT YAN

607 & 608 WMA

SCALE NTS

0.5m

GROUND LEVEL

GROUND WATER LEVEL

150m

m

200mm

20

0m

m

Ø 200mm

3m

3m

VA

RIE

S2m

1m

0.5m

75m

m

DRAIN HOLE

LOCKABLE

HEADWORKS

PUSH ON OR

SCREW CAP

PADLOCK HOLE

MIN 8mm

1m DEEP

CONCRETE

2m DEEP

BENTONITE SEAL

CLEAN ARISINGS

LOWER 3m

BENTONITE SEAL

AT COAL

MEASURE/MUDSTONE

HORIZON.

10mm CLEAN

NON-CALCAREOUS

GRAVEL

END CAP

63mm OD PLAIN

PIPEWORK

63mm OD SLOTTED

& GEOWRAPPED

PIPEWORK

500mm SAND LAYER

SAMPLE VALVE

www.slrconsulting.com

Drawing Number Revision

Scale Date

00

036.00665_G

W_B

H_D

etails.dw

g

Drawing Title

Project

Revision

By Chk'd ByCommentsDate

NOTES

LEGEND

Site

TREENWOOD HOUSE

ROWDEN LANE

BRADFORD-ON-AVON

WILTS. BA15 2AU

T: 01225 309400

F: 01225 309401

VIRIDOR WASTE MANAGEMENT

YANLEY LANDFILL

DUAL USE MONITORING WELL INSTALLATIONS

Typical Sections

NTS MAY 2014

03 1

CQA PLAN

Page 46: Yanley Landfill Site Monitoring Boreholes Installation ... · 3.1 Borehole Drilling ... Drawing No. 3 Typical Dual Ground Water/Gas Monitoring Borehole ... 2.1.1 The monitoring borehole

AYLESBURY 7 Wornal Park, Menmarsh Road, Worminghall, Aylesbury, Buckinghamshire HP18 9PH T: +44 (0)1844 337380 BELFAST 24 Ballynahinch Street, Hillsborough, Co. Down, BT26 6AW Northern Ireland T: +44 (0)28 9268 9036 BRADFORD ON AVON Treenwood House, Rowden Lane, Bradford on Avon, Wiltshire BA15 2AU T: +44 (0)1225 309400 BRISTOL Langford Lodge, 109 Pembroke Road, Clifton, Bristol BS8 3EU T: +44 (0)117 9064280 CAMBRIDGE 8 Stow Court, Stow3cum3Quy, Cambridge CB25 9AS T: + 44 (0)1223 813805 CARDIFF Fulmar House, Beignon Close, Ocean Way, Cardiff CF24 5HF T: +44 (0)29 20491010 CHELMSFORD Unit 77, Waterhouse Business Centre, 2 Cromar Way, Chelmsford, Essex CM1 2QE T: +44 (0)1245 392170 DUBLIN 7 Dundrum Business Park, Windy Arbour, Dublin 14 Ireland T: + 353 (0)1 2964667

EDINBURGH No. 4 The Roundal, Roddinglaw Business Park, Gogar, Edinburgh EH12 9DB T: +44 (0)131 3356830 EXETER 69 Polsloe Road, Exeter EX1 2NF T: + 44 (0)1392 490152 FARNBOROUGH The Pavilion, 2 Sherborne Road, South Farnborough, Hampshire GU14 6JT T: +44 (0)1252 515682 GLASGOW 4 Woodside Place, Charing Cross, Glasgow G3 7QF T: +44 (0)141 3535037 HUDDERSFIELD Westleigh House, Wakefield Road, Denby Dale, Huddersfield HD8 8QJ T: +44 (0)1484 860521 LEEDS Suite 1, Jason House, Kerry Hill, Horsforth, Leeds LS18 4JR T: +44 (0)113 2580650 MAIDSTONE 19 Hollingworth Court, Turkey Mill, Maidstone, Kent ME14 5PP T: +44 (0)1622 609242 NEWCASTLE UPON TYNE Sailors Bethel, Horatio Street, Newcastle upon Tyne NE1 2PE T: +44 (0)191 2611966

NOTTINGHAM Aspect House, Aspect Business Park, Bennerley Road, Nottingham NG6 8WR T: +44 (0)115 9647280 ST. ALBANS White House Farm Barns, Gaddesden Row, Hertfordshire HP2 6HG T: +44 (0)1582 840471 SHEFFIELD STEP Business Centre, Wortley Road, Deepcar, Sheffield S36 2UH T: +44 (0)114 2903628 SHREWSBURY Mytton Mill, Forton Heath, Montford Bridge, Shrewsbury SY4 1HA T: +44 (0)1743 850170 STAFFORD 8 Parker Court, Staffordshire Technology Park, Beaconside, Stafford ST18 0WP T: +44 (0)1785 241755 WARRINGTON Suite 9 Beech House, Padgate Business Park, Green Lane, Warrington WA1 4JN T: +44 (0)1925 827218 WORCESTER Suite 5, Brindley Court, Gresley Road, Shire Business Park, Worcester WR4 9FD T: +44 (0)1905 751310