Waste Code
(LoW/EWC)
17 01
17 01 01
17 01 02
17 01 03
17 01 07
17 02
17 02 01
17 03 02
17 05
17 05 04
20 02
20 02 01
Description of Waste
Concrete, bricks, tiles and ceramics
Concrete
Bricks
Tiles and ceramics
Mixtures of concrete, bricks, tiles and ceramics other than those mentioned in 17 01 06
wood, glass and plastic
wood
Bituminous mixtures other than those mentioned in 17 03 01
Soil (including excavated soil from contaminated sites), stones and dredging
Soils and stones other than those mentioned in 17 05 03
garden and park wastes (including cemetery waste)
Biodegradable waste
Name of the
Waste
Operation
Inert Waste
Treatment
Facility
Description of
the Waste
Operation
Storage and
Treatment of
inert waste.
Annex I (D Codes) and Hazardous
Annex II (R Codes)
Waste
and descriptions
R3:
N/A
Recycling/reclamation
of organic substances
which are not used as
solvents (including
composting and other
biological
transformation
processes)
R4:
Recycling/reclamation
of metals and metal
compounds
R5:
Recycling/reclamation
of other inorganic
materials
R13: Storage of
wastes pending any
of the operations
numbered R1 to R12
(excluding temporary
storage, pending
collection, on the site
where it is produced)
D9: Physico-chemical
treatment resulting in
final compounds or
mixtures which are
discarded by any of
the operations
numbered D1 to D12,
e.g evaporation,
drying, calcination.
D15: Storage pending
any of the operations
numbered D1 to D14
(excluding temporary
storage, pending
collection, on the site
where it is produced)
Non-hazardous
waste treatment
capacity
TBC
Description of Activities
R3: Recycling/reclamation of organic
substances which are not used as solvents
(including composting and other biological
transformation processes)
R4: Recycling/reclamation of metals and metal
compounds
R5: Recycling/reclamation of other inorganic
materials
R13: Storage of wastes pending any of the
operations numbered R1 to R12 (excluding
temporary storage, pending collection, on the
site where it is produced)
D9: Physico-chemical treatment resulting in
final compounds or mixtures which are
discarded by any of the operations numbered
D1 to D12, e.g evaporation, drying, calcination.
D15: Storage pending any of the operations
numbered D1 to D14 (excluding temporary
storage, pending collection, on the site where
it is produced)
Limits of Activities
Waste are screened are graded and constituent
aggregates and materials are incorporated into
construction materials.
Wastes are stored on site until recycling can be
undertaken.
Waste will be on permeable hard standing but
there is no risk to ground contamination as all the
material is inert non-hazardous.
No more than 75,000 tonnes of wastes shall be
treated.
Treatment of wastes listed in table 2.2 using plant
consisting only of sorting, separation, screening,
crushing and blending of waste for recovery as a
soil, soil substitute or aggregate.
Shredding and composing of green waste must
conducted on hard standing with foul sewer
drainage.
Crushing and cleaning of soils and clean hardcore.
Secure storage of waste pending treatment.
Treatment consisting only of manual sorting,
separation, bulking up, screening, bailing, shredding,
crushing, blending or compaction of non-hazardous
waste into different components for disposal or
recovery.
Operational storage of waste.
Lockhams Recycling Ltd-Environmental
Management System
Document: Reference:
LR/EF/EMS
Procedure/Process:
Lockhams Recycling Ltd Environmental Management System
LOCKHAMS RECYCLING LTD – SHEDFIELD
ENVIRONMENTAL MANAGEMENT SYSTEM (EMS)
BESPOKE PERMIT
FIXED RECYCLING ACTIVITY AND STORAGE OF INERT
AGGREGATES AND OTHER CONSTRUCTION
MATERIALS
Georgia Budden
March 2016
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Authored by:
Georgia Budden
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TABLE OF CONTENTS
Page
1.
INTRODUCTION ............................................................................................................... 3
2.
MANAGEMENT ................................................................................................................ 4
3.
OPERATIONS.................................................................................................................... 8
4.
POLLUTION CONTROL, MONITORING AND REPORTING ................................................... 15
5.
EMISSIONS AND MONITORING ....................................................................................... 15
6.
SITE RECORDS ................................................................................................................ 19
APPENDIX 1: ENVIRONMENTAL PERMIT ..................................................................................... 21
APPENDIX 2: SITE LOCATION PLANS............................................................................................ 22
APPENDIX 3: TRAINING RECORDS ............................................................................................... 23
APPENDIX 4: ENVIRONMENTAL POLICY & MANAGEMENT STRUCTURE ........................................ 24
APPENDIX 5: ACCIDENT MANAGEMENT PLAN ............................................................................. 25
APPENDIX 6: SITE CONDITION REPORT ....................................................................................... 26
APPENDIX 7: EA RISK ASSESSMENT AND OPRA SCORE SHEET ...................................................... 27
APPENDIX 8: QUALITY MANUAL FOR THE PRODUCTION OF AGGREGATES FROM INERT WASTE ... 28
APPENDIX 9: FORMS .................................................................................................................. 29
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1.
INTRODUCTION
1.1
General
1.1.1
This document comprising an Environmental Management System (EMS) has been written for
‘The Operator’ that will receive and recycle inert aggregates and other materials from
Hampshire highways. The materials will be reprocessed into specified highways materials in
accordance with a bespoke permit.
1.1.2
This document has been prepared by MTS Environmental Ltd on behalf of Lockhams Recycling
Ltd (LR), The Old Greenhouse, Botley Road, Shedfield, Hampshire, SO32 2HN, which is the
‘Operator’.
1.1.3
Condition 1.1.1 of the bespoke permit requires the Operator to manage and operate the
activity:
a) in accordance with a written Management System that identifies and minimises risks of
pollution including those arising from operations, maintenance, accidents, incidents, nonconformances, closure and those drawn to the Operator’s attention or those arising as a
result of complaints;
b) and using technically competent persons and resources.
1.1.4
Additionally the Environment Agency (EA) has published Environmental Permitting Guidance
to help Operators understand the conditions or rules of the permit. It describes the standards
and measures that must be used to control the most common risks of pollution from the
activity. The EA stipulate that an Operator must read, understand and keep a copy of the
following guidance notes with the permit, ‘How to Comply with your Environmental Permit1.’
1.1.5
This EMS is therefore written in accordance with the most relevant EA guidance as stated
above.
1
How to Comply with your Environmental Permit, EPR 1.00, (Version 5), August 2012
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2.
MANAGEMENT
2.1
General Management
2.1.1
The Operator shall manage and operate the activities in accordance with Section 1.1.3 of this
EMS and the required permits, using sufficient competent persons and resources.
2.1.2
Operating Techniques refer to the technical standards cited within the EA guidance notes
“How to comply with your environmental permit”.
2.1.3
Records demonstrating compliance with Condition 1.1.1 of the permit shall be maintained in
accordance with section 6 of this document.
2.1.4
Any person having duties that are or may be affected by the matters set out in this EMS shall
have convenient access to a copy of this document and the permits. These documents will be
displayed in the site office (or other relevant place).
2.2
Contingency planning
2.2.1
The Operator will ensure that there are written contingency plans in place to manage storage
and treatment operations in the event of:
2.2.2

Machinery / plant breakdown;

Accidents that may result in pollution to the environment;

Delivery problems;

Adverse weather conditions;

Staff shortages.
The Operator will ensure that there are:

Repair/servicing contracts in place for all plant and machinery;

That repair /replacement can be achieved rapidly;

That there is sufficient storage provision in the case of interruptions to the operation;
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
2.2.3
Available staff to cover absence.
In the event of an accident the Operator will follow the procedures in the Waste
Operations Management Plan (WOMP) (Appendix 7).
2.3
Sufficient Competent Persons
2.3.1
The Operator or DC shall comply with the requirements of an approved competence scheme.
In this case, Tim Bridges, Conrad Collins and Ian Cox are the Technically Competent Managers
(TCM). They currently hold the Level 4 Certificate in Waste and Resource Management
WAMITAB qualification;
A copy of the certificate is included in Appendix 3.
2.3.2
The site will be supervised by the TCM for at least 20% of every week during the hours of
operation. The TCM will make his presence known to the Nominated Competent Person/s
(NCP) when attending the site.
2.3.3
In the event that mobile plant is used and there are construction scheme mobile plant
deployment activities taking place some distance from the main office of the Operator, an
NCP will be utilised to supervise those activities. This is relevant where it would be physically
impossible for the TCM to supervise all activities occurring at the same time.
2.3.4
The Operator will ensure that the NCPs have a direct line and report to the TCM on a daily
basis. The TCM will ensure that all NCPs are provided with copies and be familiar with the
following:
2.3.5

The relevant permit rules;

The EMS;
During operational hours the site will be supervised by the NCP/s who will be suitably trained
and conversant with the requirements of the EMS and the relevant permits to ensure that:

All storage and treatment is carried out in accordance with the documents cited above;

They have sufficient authority to give or withdraw approval for treatment to go ahead at
a particular time e.g. with reference to weather conditions;

They can be on site within 24hrs when treatment is occurring and 4 hours at any other
time;
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
The person/s operating the equipment delivering the waste to the site have been briefed
on where and how the waste must be stored prior to treatment;

They raise any issues with the TCM to prevent permit breaches;

They are the first responder to any incidents including dust, noise or odour issues if the
TCM is unavailable;
The NCP will record any incidents or non-conformances to the TCM.
2.3.6
A NCP can be a direct employee of the company, a contractor or consultant or the TCM. The
Operator will ensure that there is a written contract in place that clearly states the roles and
responsibilities of the NCP. This will be made available for inspection.
2.3.7
The Operator will ensure that the NCP is sufficiently trained to understand the following
aspects:

Waste management legislation and its requirements;

Environmental risk assessment;

Environmental protection measures;

The Operator’s management procedures.
2.3.8
The Operator will maintain training records to demonstrate competence. These will be made
available for inspection by the regulator. A copy of the Training Checklist and Training Record
form is included in Appendix 3.
2.3.9
A copy of the management structure is included in Appendix 4. The Operator or DC will ensure
that the structure is regularly reviewed and kept updated to reflect any changes in
management and staffing within the organisation, and/or as regards external contractors and
consultants. Roles and responsibilities will be defined and a written record will be maintained
for inspection. The relevant forms are included in Appendix 4.
2.3.10 The Operator or DC will adopt the environmental policy statement of the delegated contractor
as certificated in their EMS, in accordance with Section 1.1.3 of this document. This is included
in Appendix 4.
2.4
Avoidance, Recovery and Disposal of Waste
2.4.1
The Operator or DC shall take appropriate measures to ensure that:
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(a) The waste hierarchy referred to in Article 4 of the Waste Framework Directive is applied
to the generation of waste by site activities; and
(b) Any waste generated by site activities is treated in accordance with the waste hierarchy
referred to in Article 4 of the Waste Framework Directive; and
(c) Where disposal is necessary, this is undertaken in a manner which minimises its impact
on the environment.
2.4.2
The Operator will ensure that each waste stream arising from the regulated facility will be
characterised and quantified.
2.4.3
The Operator will use government guidance to decide how each waste stream is to be
recovered or disposed of and be capable of justifying decisions that deviate from best practice.
Waste will be managed in accordance with RPS 175 and 075. (Appendix 5)
2.4.4
2.4.5
Records will be maintained in order to explain why any waste may be subject to disposal.
These will explain:

Why recovery is technically and economically impossible; and

Describe the measures planned to avoid or reduce any impact on the environment.
The Operator shall review and record at least every four years whether changes to those
measures should be made and take any further appropriate measures identified by a review.
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3.
OPERATIONS
3.1
Operating Techniques
3.1.1
The Operator shall not undertake any waste management treatment activity unless it
specifically complies with Tables 1.1.
Table 1.1 Waste Operating Techniques
Table 2.3 Operating Techniques
Description of Activities
Limits of Activities
R3: Recycling/reclamation of organic
substances which are not used as
solvents (including composting and
other biological transformation
processes)
R4: Recycling/reclamation of metals
and metal compounds
R5: Recycling or reclamation of other
inorganic materials.
R13: Storage of wastes pending any of
the operations numbered R1 to R12
(excluding temporary storage, pending
collection, on the site where it is
produced)
Waste are screened, graded and constituent aggregates and materials are
incorporated into construction materials.
Wastes are stored on site until recycling can be undertaken.
Waste will be on permeable hard standing but there is no risk to ground
contamination as all the material are inert and non-hazardous.
No more than 75,000 tonnes of wastes shall be treated
Treatment of wastes listed in table 2.2 using plant consisting only of sorting,
separation, screening, crushing and blending of waste for recovery as a soil, soil
substitute or aggregate.
Shredding and composing of green waste must be conducted on hard standing
with foul sewer drainage.
Crushing and cleaning of soils and clean hardcore.
Secure storage of waste pending treatment.
D9: Physico-chemical treatment
resulting in final compounds or
mixtures which are discarded by any of
the operations numbered D1 to D12,
e.g. evaporation, drying, calcination.
D15: Storage pending any of the
operations numbered D1 to D14
(excluding temporary storage, pending
collection, on the site where it is
produced)
Treatment consisting only of manual sorting, separation, bulking up, screening,
bailing, shredding, crushing, blending or compaction of non-hazardous waste into
different components for disposal or recovery
Operational storage of waste.
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3.2
Permitted Wastes
3.2.1
No wastes other than those included in the categories and sub–categories in Tables 1.2 below
shall be accepted onto the site.
Table 1.2: Waste Types
17 01
17 01 01
17 01 02
17 01 03
17 01 07
17 02
17 02 01
17 03 02
17 05
17 05 04
20 02
20 02 01
Concrete, bricks, tiles and ceramics
Concrete
Bricks
Tiles and ceramics
Mixtures of concrete, bricks, tiles and ceramics other than those mentioned in 17 01 06
wood, glass and plastic
wood
Bituminous mixtures other than those mentioned in 17 03 01
Soil (including excavated soil from contaminated sites), stones and dredging
Soils and stones other than those mentioned in 17 05 03
garden and park wastes (including cemetery waste)
Biodegradable waste
3.3
Site layout and general principles of operation (refer to Site Location/Layout Plan - Appendix
2)
3.3.1
The Operator will take all precautions to prevent the waste from escaping the site and ensure
that members of the public are unable to gain access to the waste.
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3.3.2
3.3.3
The Operator will follow best practice for storage activities as listed below:

Not on land likely to become waterlogged, frozen or snow covered;

No odorous waste within 250m of residential properties or workplaces;

Not on land likely to flood;

Not on steeply sloping ground where there is risk of run-off
The following plant will be used within the waste management area:

Wheeled Loading Shovel/s

360 Material Handlers (Grabs)

Grading and Screening Plant

Crushing Machine

Volumetric / Static Mixers
3.4
Control of Mud and Debris
3.4.1
Mud and debris being deposited on the public highway will be controlled using the following
methods:

Road sweeping;
3.4.2
In the event of any mud/debris found to be on the public highway resulting from lorry
movements, from the site, the affected public areas outside the site shall be cleaned.
Measures will be taken to clear any such sources from the highway as soon as is practicable.
3.4.3
Additionally, all loaded vehicles will be sheeted to avoid the escape of any waste.
3.5
Potentially Polluting Leaks and Spillages of Waste
3.5.1
Adherence to the site inspection checklist set out in Table 1.3, in conjunction with site
engineering for pollution prevention and the acceptance of permitted wastes only, will ensure
that the risk of potentially polluting leaks and spillages of waste from the site is minimised.
3.5.2
Any minor spillages of liquid waste or oil shall be cleaned up immediately, using sand or
proprietary absorbent to clean up liquids. In the unlikely event of a major spillage, immediate
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action shall be taken to prevent contamination entering surface drains, watercourses and unsurfaced ground. Temporary bunds using soil or similar materials will be placed around the
area affected until the spill is cleared up.
3.5.3
Once the spillage has been contained any materials that may be subject to contamination shall
be cleared immediately and placed in sealed, labelled containers. The Environment Agency
shall be informed immediately and the details of the event recorded in the site diary in
accordance with the Accident Management Plan (Appendix 5).
3.5.4
In the event that a spillage has contaminated the surface water drainage system, the Operator
will arrange for the drainage system to be cleaned and emptied and the contents disposed of
to a suitably permitted site.
3.5.5
The spillage procedure is included in the AMP in Appendix 5.
3.6
Fires on Site
3.6.1
No wastes shall be burnt on site. There will be no smoking on site unless in a designated area.
The use of welding/cutting tools (i.e. with naked flame) must be sanctioned first by the site
manager/competent person.
3.6.2
Special care will be taken with respect to potentially explosive/volatile material during
handling, e.g. aerosol cans, oxidising agents, corrosive substances. These shall be removed
from the waste load prior to further handling. These wastes are not permitted under the
permit and, the quantities and occurrence of these waste types entering the site is predicted
to be small as long as the waste acceptance procedures are strictly adhered to.
3.6.3
All site operatives shall be required to recognise signs of smouldering waste at the point of
reception. Such wastes shall remain in the container and removed to a safe area. The site
manager shall be informed. In the event of smouldering waste being tipped, the operative
shall make an immediate assessment of the situation and inform the site manager. The fire
shall be extinguished as soon as practicable.
3.6.4
Appropriate fire extinguishers shall be kept within the site boundary and will be easily
accessible.
3.7
Recording and Reporting Procedures
3.7.1
Where site personnel have dealt with a fire successfully, it should be reported to the Fire
Service as well as the Environment Agency. Records will be kept of all significant events
(including fire, accidents, waste refusal) in the Site Diary. Information should include the
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nature and extent of the incident, and the actions and remediation measures taken. The Site
Diary must be in a form where it can be audited.
3.8
Waste Acceptance and Control Procedures
3.8.1
Waste shall only be accepted if:
3.8.2

3.8.3

It is of a type listed in Table 1.2 above;

It conforms to the description in the documentation supplied by the producer and holder;
and
The Operator will ensure that all wastes accepted at the site for storage are fully characterised
and acceptable by implementing the following procedures;
Visual inspection of incoming materials in accordance with the appropriate documentation:

waste transfer notes or hazardous waste consignment notes (WTN or HWCN) will be
available on and /or from WasteAccountant.com;

chemical analyses i.e. WAC tests and TPH 17 tests if applicable;
The Operator will ensure that all Duty of Care transfer notes include the following information
and are written legibly;

Origin of the waste;

Quantity;

Characteristics;

Delivery data and identity of the waste producer.
3.8.4
The Operator will refer to the transfer documentation to identify and understand the
beneficial and harmful properties of the waste, to identify any potential problems that may
arise from storage, transport and re-use.
3.8.5
The Operator will confirm the physical state of the waste i.e. liquid, sludge or solid by
reference to transfer documentation.
3.8.6
All waste received at the site shall be visually inspected to confirm that the description and
composition conform to the written description and the European Waste Code on the relevant
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Duty of Care Transfer Note and to the description as detailed in the permit and any other
accompanying documentation.
3.8.7
Visual inspection of incoming waste will be undertaken on site.
3.8.8
Once confirmed the load will be discharged to the appropriate storage area/container. The
waste shall be discharged and visually checked for a second time to ensure that there are no
non-permitted wastes within the load.
3.8.9
All wastes received shall be kept separate from and shall not be covered by or mixed with
other wastes until they have been confirmed and recorded for acceptance at the site.
3.8.10 Records will be maintained in accordance with Section 6 of this EMS.
3.9
Waste Refusal
3.9.1
In the event that a vehicle load, upon inspection, is non-compliant with the Environmental
Permit the following steps will be implemented:

Refusal of the container/load to be set down or tipped;

Enter the event in the site diary;

Contact waste producer to advise, educate and arrange collection or disposal;
3.9.2
Any items of non-permitted waste which are detected after acceptance at the site shall be
placed immediately in the designated quarantine storage area, comprising a skip or similar
container and segregated from the other wastes. The details shall be entered into the site
diary.
3.9.3
Quarantined waste shall be removed from site within 7 days. A record shall be kept of all
rejected wastes in the Site Diary.
3.10
Waste Quantity Measurement Systems
3.10.1 Incoming waste shall be recorded in cubic metres or tonnes over a weighbridge and measured
on the basis of the capacity of the containers used for transport. This shall be recorded by
adding load information onto WasteAccountant.com.
3.11
Site Inspections
3.11.1 The site inspections shall be in the form of a checklist and undertaken by the TCM or NCP in
his/her absence. The checklist report will be kept on file and made available to the
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Environment Agency. Table 1.3 represents the issues that need to be covered and gives the
appropriate time intervals.
3.11.2 The Daily Checklist is included in Appendix 8.
Table 1.3: Site Inspection Checklist
Issue
General site and road
cleanliness
(presence of mud/debris)
Inspect tanks, containers,
drums, drip trays and secondary
containment for leaks.
Visual inspection of boundary
fences for breaks / damage where
applicable.
Frequency
Daily
Action
Sweep road of debris. Record Inspections /actions in
site diary.
Daily
Check mobile bowser (if applicable)
Daily
Visual monitoring for aerial
Emissions. Monitor dust at random
times throughout the
day.
General site cleanliness
(presence of litter and dust
deposits inside /outside site
boundary)
Site Signage. If applicable
Daily
Pest infestation check. Check
containers and stockpiles to
monitor for vermin,
scavengers and flies
Ensure waste is stored in
appropriate segregated containers
and in areas that are in accordance
with Good Practice
Guidance
Check condition of fixed
storage facilities.
Daily
Any leaks to be stopped and cleaned up, containers
to be replaced/ repaired immediately. Record
inspections/ defects, damage and repairs in site diary.
Any defects shall be made secure by temporary repair
before the start of operations/end of working day
and shall be repaired within 24 hours of the damage
being detected. Record Inspections/ defects,
damage and repairs in site diary.
Any defects shall be repaired before the start of
operations / end of the day within 24 hours of the
damage being detected. Record Inspections/ defects,
damage and repairs in site diary.
Check site boundaries for visual dust emissions at
least twice daily.
Record inspections / results / weather conditions /
cause and actions on the dust monitoring form.
Site walkover and inspection. Collection from inside
and outside site (including boundary hedging) twice
daily. Investigate the cause. Record Inspections/
defects, damage and repairs in site diary.
Check that signs are in good condition and arrange to
repair /replace if damaged. Record Inspections
/defects, damage and repairs in site diary.
Implement Pest Management Plan if presence of
vermin, scavengers and /or flies are noted. Record
daily inspections and results in site diary.
Daily
Daily
Daily
Daily
Check quantities are in accordance with EMS and
Permit. Segregate as and when necessary. Record
actions in site diary.
Weekly
Remove silt upon build up.
Check and record levels within containers/lagoons.
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Inspection of plant
Weekly
Building / roofing /surfacing
(if applicable)
Monthly
Take action to prevent spillage/ remove via vacuum
tanker, etc. Record actions in site diary.
Maintenance/repair/regular servicing.
Record actions in diary and plant maintenance log
sheets.
Any defects affecting the integrity shall be repaired
within one week.
4.
POLLUTION CONTROL, MONITORING AND REPORTING
4.1
The Operator will ensure that a dynamic risk assessment is used throughout all treatment
activities.
5.
EMISSIONS AND MONITORING
5.1
Introduction - Emissions to air, land and water
5.1.1
The bespoke permit does not allow point source emissions to air or watercourses or land. All
waste will be encapsulated so emissions to air, land and water will be eliminated.
5.1.2
Emissions from waste to land during operations can lead to the pollution of surfaces and
groundwater and the air. Waste storage and treatment operations can lead to the production
of emissions of dust, aerosols, odour and noise.
5.1.3
The EA requires that the Operator take appropriate measures to control potential emissions
to or from the waste operation. The following sections therefore set out the measures that
will be taken to prevent or minimise the risk to potentially sensitive receptors.
5.2
Monitoring Control and Reporting of Dust Emissions
5.2.1
The key sources for the generation of dust on site are as listed below:

Dust raising from public, haul roads and operational surfaces through vehicle movements;

Dust raising from the mechanical loading /unloading of wastes, mixing;

Dust raising from the treatment operation;

Dust raising from stockpiles.
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5.2.2
The Operator shall take all appropriate measures to reduce and prevent dust emissions
generated by the site. Table 1.4 below sets out the measures that shall be undertaken to
control and monitor the release of dust, fibres and particulates.
Table 1.4: Measures to Control and Monitor Emissions of Dust
Appropriate Measures for Reducing Emissions of Dust

Undertake operations within suitable weather windows wherever possible

All incoming loads to be tipped in such a way as to minimise dust generation

All loading /unloading activities to be undertaken carefully to prevent waste materials being dropped from
a height

Manage loading operations from stockpiles to mixing plant as above

Keep stockpiles with the potential to give dust as small as possible

Locate potentially dusty material in sheltered areas if possible and consider covering with a suitable material
or cover

No storage of waste outside designated containers or stockpile areas

Limit vehicle speeds during treatment to reduce dust raising

Maintain records of all actions

Damp down when dust is a problem
Monitoring of aerial emissions

Daily visual monitoring of aerial
emissions at site boundaries shall be
carried out by staff supervising all waste
handling operations.

TCM /NCP to monitor operations throughout day at the
site boundary that is downwind of operations.

Observations and weather conditions including wind
direction will be recorded by a Site Diary.

Complaints to be recorded in the Site Diary
5.2.3
The Operator will take account of the weather conditions and ensure that all waste operations
are undertaken in accordance with this information.
5.2.4
The TCM will nominate a person, or persons to be responsible in the absence of the TCM to
undertake and record daily random visual monitoring events for dust emissions. Additionally,
all operational staff will be made aware of the importance of preventing dust emissions from
leaving the boundary of the site.
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5.2.5
Records of daily monitoring will be made on the appropriate monitoring form and will include
the time, date, wind direction, weather conditions, site activities, signature, comments and
result at time of inspection. The form is included in Appendix9.
5.2.6
In the event of a complaint the Operator will immediately investigate the source of the dust
and whether it is originating from the site. Action will be taken to prevent any further
emissions leaving the site. A complaints form will be completed describing the incident and
should include details as specified above. A record will also be made in the site diary.
5.3
Monitoring and Control of Odours and Aerosols
5.3.1
The Operator will manage the waste operation in accordance with appropriate measures and
the procedures cited in 5.0.
5.4
Monitoring and Control of Noise
5.4.1
Noise and vibration will be maintained at levels associated with normal civil engineering
activities. Where the H1 Risk Assessment identifies sensitive receptors in close proximity to
the operation the Operator will take all measures to minimise noise impacts to those
receptors.
5.4.2
The Operator will ensure that all plant is maintained in accordance with the manufacturer’s
guidelines.
5.5
Monitoring and Control of Litter
5.5.1
The risk of litter becoming a nuisance is considered to be very low because wastes will have
been segregated and should not contain litter. However, the potential for litter nuisance will
be further minimised with the implementation of the following provisions:
5.5.2

Sheeting of all incoming loads;

All incoming loads to remain sheeted until ready to be tipped;

Daily inspection of the site boundaries at least once per day, to be recorded in the site
diary;

Litter picking.
On the detection of litter, the Operator shall take action to review the waste management
processes at the site and modify or cease handling the waste if necessary in order to minimise
the production of litter.
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5.5.3
The incident, actions and results shall be recorded in the site diary.
5.6
Monitoring and Control of Pests (including Scavengers, Gulls)
5.6.1
The Operator will take appropriate measures to prevent and reduce nuisance from
scavengers, vermin and flies. These are listed below in Table 1.5.
5.6.2
An inspection of stored wastes for pest infestations shall be carried out at least at weekly
intervals and more often if necessary by the TCM and shall be recorded in the site diary.
5.6.3
On detection or notification of pest infestations, immediate action shall be taken to secure
the attendance of a professional pest control contractor to eliminate the pest infestation. The
incident and remedial action shall be recorded in the site diary.
Table 1.5: Measures to reduce nuisance from scavengers, vermin and flies
Appropriate Measures for Reducing Nuisance from Scavengers, Vermin and Flies

Reduce the potential for scavenging, attracting vermin and fly breeding in stockpiles by identifying waste
likely to attract pests.

Locate loading/ unloading areas, stockpiles as far from human receptors as is possible

Keep machinery clean

Conclude operations as quickly as possible
Monitoring of aerial emissions

Daily visual monitoring of stockpiles by
staff supervising waste handling
operations.

TCM /NCP to monitor waste types for infestations

Observations and weather conditions including wind
direction will be recorded in the site diary

Complaints to be recorded in the Site Diary
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6.
SITE RECORDS
6.1
Security and Availability of Records
6.1.1
All Duty of Care Transfer Notes will be kept for a minimum of 2 years in the site office (or other
designated centre of administration) in a locked cabinet secure from loss, damage and
deterioration.
6.2
Records of Waste Movements (Waste Returns)
6.2.1
Records of all wastes movements shall be kept in accordance with the relevant condition in
the permit. Additionally, a summary record of the waste types accepted and removed from
the site shall be made on the Environment Agency form every quarter. This information will
be submitted to the Agency within 1 month following the end of the quarter by the COTC
holder.
6.3
Records of off-site Environmental Effects
6.3.1
Records of any off-site environmental effects including pollution incidents that caused or were
alleged to have caused, harm or health effects will be retained in the Site Condition Report
(Appendix 6).
6.4
Records of on-site Environmental Effects
6.4.1
Records that relate to the condition of the land and groundwater will be retained. The initial
state of the site is described within the Application Site Condition Report. This is a live
document and will be maintained throughout the life of the site. Records will include details
on;

Design, construction, inspection, monitoring & maintenance;

Failure of pollution prevention control measures;

Spills and incidents;

Records of investigations and remedial actions;

Records of remedial action in response to non-conformances as noted by an EA Officer.
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6.5
Site Diary
6.5.1
A site diary will be kept secure within the site office and made available for inspection by the
Environment Agency as and when required. The diary will contain the following information
and be maintained in a form in which it can be audited:
6.5.2

Start and finish of any construction works;

Maintenance;

Plant and machinery breakdowns;

Emergencies;

Problems with waste received and action taken;

Site inspections and consequent actions carried out by the Operator;

TCM attendance - the date and the time on site and the time left site;

Dispatch of any records to the Environment Agency;

Severe weather conditions;

Any environmental problems and remedial actions taken;

Any complaints related to operational activities;

Records of site monitoring – odour /dust/litter/ pests /surface water;

Records of inspection of the interceptor.
All records shall be completed within 24 hours of the event.
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APPENDIX 1: ENVIRONMENTAL PERMIT
(EPR/EB3005GY/A001)
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APPENDIX 2: SITE LOCATION PLANS
LR/SLP
LR/SLYTP
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APPENDIX 3: TRAINING RECORDS
Certificates of Technical Competence
Training Record checklist
Training Record Form
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APPENDIX 4: ENVIRONMENTAL POLICY & MANAGEMENT STRUCTURE
Roles and Responsibilities
Environmental Policy Statement
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APPENDIX 5: ACCIDENT MANAGEMENT PLAN
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APPENDIX 6: SITE CONDITION REPORT
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APPENDIX 7: EA RISK ASSESMENT AND OPRA SCORE SHEET
(See Site Depot File – LR/EF/H1, LR/EF/SCR and Opra Score Sheet)
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APPENDIX 8: QUALITY MANUAL FOR THE PRODUCTION OF
AGGREGATES FROM INERT WASTE
LR/EF/QF
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APPENDIX 9: FORMS
Dust Monitoring
(See site diary)
Site Diary
(See Site Depot File and EMS)
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Procedure/Process:
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Lockhams Recycling Ltd H1 Risk Assessment
Table One – Odour
Hazard
Receptor
Pathway
Risk Management
Odour
Local residential
area.
Air
Material is stored away
from staff
Probability of
Exposure
Low
Consequences
Probability of
Exposure
Low
Consequences
No consequences
What is the
Overall Risk
Low
Low
No consequences
Low
Low
No consequences
Low
Compliant
What is the
Overall Risk
Low
Table Two – Noise and Vibration
Hazard
Receptor
Pathway
Risk Management
Engine noise from
loading shovel
Local business and
residential area.
Site is close
enough for
noise to be
audible
Reversing noise
from loading
machines
Local business and
residential area.
Site is close
enough for
noise to be
audible
Crushing
aggregates
Local business and
residential area.
Site is close
enough for
noise to be
audible
Vehicles to operate
during normal working
hours i.e. when all other
highway depot activities
are undertaken
Vehicles to operate
during normal working
hours i.e. when all other
highway depot activities
are undertaken
Restrict crushing periods
to reduce noise impact.
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Screening
LR/EF/H1 Risk Assessment
Lockhams Recycling Ltd H1 Risk Assessment
Local business and
residential area.
Site is close
enough for
noise to be
audible
Restrict screening periods
to reduce noise impact.
Low
No consequences
Low
Table Three - Assessment of fugitive emission risks
Hazard
Receptor
Pathway
Risk Management
Probability of
Exposure
Consequences
What is the
Overall Risk
TO AIR
Dust from depot
surface
Local business and
residential area.
Wind-blown
dust
Visual dust monitoring in
accordance with local
operating procedure and
regular mechanical
sweeping of depot.
Nuisance - dust on
cars, clothing etc.
Medium
Storage of fine
dusty wastes
Local business and
residential area.
Wind-blown
dust
Visual dust monitoring in
accordance with local
Dust could
potentially reach
the dwelling when
a strong wind
blows in that
direction which it
could for
perhaps 5 days a
year.
The management
actions should
prevent this
happening.
Dust could
potentially reach
Nuisance - dust on
cars, clothing etc.
Medium
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TO WATER
Ground water
Surface water
LR/EF/H1 Risk Assessment
Lockhams Recycling Ltd H1 Risk Assessment
Site is open storage
on a surface. Site
includes a positive
drainage system to
interceptor and
soakaway,
including oil
absorbing smart
sponges.
Site is open storage
on a surface. Site
includes a positive
drainage system to
interceptor and
soakaway,
operating procedure and
regular mechanical
sweeping of depot. Cover
dusty wastes. Damping
down when required.
the dwelling when
a strong wind
blows in that
direction which it
could for
perhaps 5 days a
year.
The management
actions should
prevent this
happening.
Ground
Only inert non-hazardous
uncontaminated
materials are stored on
site. Plant fuels stored in
mobile bunded
containers. Spill kits
available on site.
No probability of
exposure.
Pollution of ground
water.
Low
Surface
water
Only inert non-hazardous
uncontaminated
materials are stored on
site. Plant fuels stored in
mobile bunded
No probability of
exposure.
Pollution of surface
water.
Low
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including oil
absorbing smart
sponges.
containers. Spill kits
available on site.
PESTS
Rats populate the
area
Local business and
residential area.
Land
Clear the bays regularly
and ensure regular
inspections and keep
housekeeping is to high
standard
Unchecked and
monitored depot
could lead to pest
infestations
Potential for the
spreading of disease
and adverse health
impacts on local area
users.
Low
MUD/LITER
Litter from waste
stored in bays
Local business and
residential area.
Wind blown
Clear the bays regularly
and ensure regular
inspections and keep
housekeeping is to high
standard
Without
appropriate
barriers installed
airborne materials
could reach
sensitive receptors.
Likelihood of
complaints where
appropriate techniques
are not adopted and
maintained.
Low
Pathway
Risk Management
Probability of
Exposure
Consequences
What is the
Overall Risk
Table Four - Assessment of visible plume risks
Hazard
Receptor
TO AIR
There are no visible Screened out impacts beyond the no further
site boundary, or
assessment
None
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there are no
sensitive receptors
due to the location.
LR/EF/H1 Risk Assessment
Lockhams Recycling Ltd H1 Risk Assessment
required.
Table Five - Assessment of accident risks
Hazard
Receptor
Pathway
Risk Management
Waste overflows
containment
system and
accesses surface
water drains.
The site is near
open water sources
and is not within a
ground water
protection zone.
Surface waters
Plant or equipment
failure
The site is near
open water sources
and is not within a
ground water
protection zone.
The site is near
open water sources
and is not within a
Surface waters
Site is open storage on a
surface. Site includes a
positive drainage system
to interceptor and
soakaway, including oil
absorbing smart sponges.
All plant is serviced and
maintained as part of a
cyclical maintenance plan.
Structural failure of
holding bays
Surface waters
Bays will be constructed
with structural material
adequate to meet the
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Probability of
Exposure
Unlikely if
appropriate
measures are
used.
Consequences
Unlikely if
appropriate
measures are
used.
Contamination of
local
water course.
Low
Unlikely if
appropriate
measures are
used.
Contamination of
local
groundwater.
Low
Contamination of
local
water course.
What is the
Overall Risk
Low
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ground water
protection zone.
Fires on site causing The site is near
pollution
open water sources
and is not within a
ground water
protection zone.
Vandalism causing
The site is near
pollution
open water sources
and is not within a
ground water
protection zone.
impact and loading
standards.
Surface waters
Fire extinguishers and
drainage covers on site
Unlikely if
appropriate
measures are
used.
Contamination of
local
groundwater.
Low
Surface waters
Access to the waste area
will be restricted to depot
staff and impact of
vandalism is low due to all
chemicals being locked
away and depot has CCTV,
security gate.
Unlikely if
appropriate
measures are
used.
Contamination of
local
groundwater.
Low
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Lockhams Recycling Ltd Quality Manual
LOCKHAMS RECYCLING LTD (LR) – SHEDFIELD
The Old Green House, Shedfield Equestrian Centre,
Botley Road, Shedfield, SO32 2HN
QUALITY MANUAL FOR THE PRODUCTION OF
AGGREGATES FROM INERT WASTE.
Luke Bridges
March 2016
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Lockhams Recycling Ltd Quality Manual
Contents
1.0 Purpose ......................................................................................................................... 4
2.0 Scope ............................................................................................................................ 4
3.0 Definitions ...................................................................................................................... 4
4.0 Introduction .................................................................................................................... 4
5.0 Related Documentation.................................................................................................. 5
6.0 Organisation & Responsibilities ...................................................................................... 5
6.1 Site Manager............................................................................................................ 5
6.2 Operations Director .................................................................................................. 6
6.3 Compliance Administrator ........................................................................................ 6
6.4 Depot Supervisor ..................................................................................................... 6
7.0 Method Statement of Production .................................................................................... 6
7.1 Waste Acceptance Criteria ....................................................................................... 6
7.2 Waste Recovery Process & Equipment .................................................................... 6
7.3 Range Of Products Produced .................................................................................. 7
8.0 Testing ........................................................................................................................... 8
8.1 General .................................................................................................................... 8
8.2 Individual testing requirements ................................................................................. 9
9.0 Factory Production Control .......................................................................................... 13
9.1 Responsibility & Management ................................................................................ 13
9.2 Management Representative and review ............................................................... 13
9.3 Incoming waste materials ....................................................................................... 13
9.4 Receipt of waste materials ..................................................................................... 14
9.5 Quantifying and categorising .................................................................................. 15
9.6 Re-Inspecting and stockpiling ................................................................................ 15
9.7 Production .............................................................................................................. 16
9.8 Finished Products .................................................................................................. 18
10.0 Objectives .................................................................................................................... 18
11.0 References .................................................................................................................. 20
Standards Publications ................................................................................................ 20
Other............................................................................................................................ 20
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List of Tables
Table 1 - Related documents ................................................................................................ 5
Table 2 – LC Products .......................................................................................................... 7
Table 3 - Testing schedule .................................................................................................... 8
Table 4 - Testing requirements for class 1C .......................................................................... 9
Table 5 - Grading requirement for Class 1C .......................................................................... 9
Table 6 - Testing requirements for 6F4 ............................................................................... 10
Table 7 - Grading requirements for 6F4 .............................................................................. 10
Table 8 - Testing requirements for 6F5 ............................................................................... 11
Table 9 - Grading requirement for 6F5 ................................................................................ 11
Table 10 - Testing requirement for Type 1 unbound sub-base ............................................ 12
Table 11 - Grading requirement for Type 1 unbound sub-base ........................................... 12
Table 12 - Daily Process Controls ....................................................................................... 17
Table 13 - LC Environmental Ltd Quality objectives ........................................................... 18
List of figures
Figure 1 – Procedure for waste acceptance
Figure 2 – Procedure for re-inspecting and stockpiling
Figure 3 - Procedure for production
Appendix List
Appendix A – Generic flow chart for accepting and processing waste
Appendix B – LR Process chart for the production of 1C, Type 1,
Appendix C – Blank
Appendix D – Product specification sheets
Appendix E – Daily process control record template
Appendix F – Non-conforming note template
Appendix G – Daily inspection sheet template
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LR/EF/QM
Lockhams Recycling Ltd Quality Manual
Purpose
The purpose of this document is to demonstrate that Lockhams Recycling Ltd have adequate controls in
place, to ensure the successful recovery of inert waste materials into a finished recycled aggregate
product. Lockhams Recycling Ltd share the goal to reduce the amount of waste sent to landfill, thus
providing a sustainable future.
2.0
Scope
This quality manual applies to all Lockhams Recycling Ltd activities in recovering inert waste.
3.0
Definitions
WRAP
OD
Waste Resources Action Programme
Operations Director
CA
DS
SM
Contracts Administrator
Depot Supervisor
Site Manager
EMS
EA
Environmental Management System
Environmental Agency
NCN
WTN
FPC
MTN
Non-Conformance note
Waste transfer note
Factory Production Control
Material Transfer Note
4.0
Introduction
This document acts solely as a quality manual for the production of aggregates from inert waste.
The Quality manual strictly follows guidance from a Quality Protocol outlined in the Waste and
Resources Action Programme ‘WRAP’. In addition the specific European Standards listed below have
been utilised as guidance during the production of this quality plan.

Unbound mixtures Specification BS EN 13285:2003

Aggregates for unbound and hydraulically bound materials for use in Civil Engineering
work and road construction BS EN 13242:2002+A1:2007
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Tests for general properties of aggregates BS EN 932:1997
Throughout this manual references is made to Lockhams Recycling Ltd Environmental Management
System (EMS).
5.0
Related Documentation
Table 1 below outlines related documents, which may have some relation to this quality manual.
Table 1 - Related documents
Document
Authority
Reference
Validity period
Waste Carriers
Environmental
Reg No.
11/05/2014–
Licence
Agency
CB/ME5408TV
10/05/2017
Exemption
Environmental
T5, S2,
19/02/2015-
Paragraph 13.
Agency
Exemption
18/02/2018
Manufacture of
reference no.:
products from
EPR/LE5643FQ/A0
waste.
01
WEX000897
29/03/16 28/03/19
EA Permit Waste
Environmental
Permit Number:
Recycling Facility
Agency
TBC
6.0
Organisation & Responsibilities
6.1 Site Manager
The Site Manager has Overall responsibility for recycling operations, which include:
 Liaison with Depot Supervisor in relation to material quality output/input
 Health and Safety matters
 Ensuring all plant is adequately serviced and maintained
 Implementation and review of the FPC
 Ensuring all documentation is complete including the reporting of non-conforming products.
 Ensuring Products are tested and meet relevant European specification
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 Carrying out weekly site inspections
6.2 Operations Director
 Overall responsibility of site - Lockhams Recycling Ltd
 Liaising with the site manager regarding all major issues
 Review and auditing of FPC
6.3 Compliance Administrator
 Control/Input of all waste/material movements.
 Monitoring of waste streams in Waste Accountant
6.4 Depot Supervisor
 Removal of class x (non-conforming materials) during the production process
 Inspection of all stockpiles and processing equipment
 Liaising with Site Manager if any discrepancies are found
 Informing Site Manager of any maintenance needs of all plant used
 Stockpiling raw/recycled material into segregated areas
 Operation of all recycling operational plant
 Ensuring Waste Transfer notes are completed for all material/waste movements in and out the
site
 Maintaining the quarantined bay
7.0
Method Statement of Production
7.1 Waste Acceptance Criteria
Please refer to Lockhams Recycling Ltd EMS – LR/EF/EMS as this section outlines the companies
waste management details. The wastes that will be permitted at Lockhams Recycling facility are
presented in the Lockhams Recycling Ltd EMS table 1.2:
7.2 Waste Recovery Process & Equipment
The steps below outline Lockhams Recycling Ltd’s production process of aggregates from waste.
(Please refer to appendix B&C for a more detailed process for specific products).
1. All suitable and accepted waste materials will be stockpiled into allocated areas based on their
EWC code. If crushing is required, waste will be allocated to temporary storage prior to crushing.
2. Any foreign or non-conforming products will be moved to the quarantined bay.
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3. Where necessary foreign material (class x) will be handpicked from the stockpile and put into
appropriate skips.
4. Where crushing is required the waste will be fed into a suitable crusher via a loader then restockpiled.
5. The material will then be fed into a Static Screener, where a 50mm vibrating screen and 20mm
deck (varies on end product), will distribute products into particle size categories. Speed, angle of
screen and size of screen can be altered as required to meet material specifications.
6. An additional screener will be utilised when necessary to increase the range of particle size.
7. All class x (non-conforming items) e.g. plastics and wood etc will be handpicked from stockpile.
8. All class x materials removed will be put into designated skips based on the material type. Waste
from all skips will either be recycled or disposed of by a fully licensed operator.
7.3 Range Of Products Produced
Lockhams Recycling Ltd has the capability to produce a wide range of material classes. Access to two
screeners, crusher and a mobile batching plant will satisfy the demand to meet various product
specification needs. The screeners can screen to numerous particle size ranges, based on the size of
screens used. Table 3 below outlines the main product classes produced on site, although more classes
can be produced subjected to client demand. All products produced comply with:
Specification for highway works (SHW 500, 600 & 800)
Unbound mixtures Specification BS EN 13285:2003
Aggregates for unbound and hydraulically bound materials for use in Civil Engineering work and
road construction BS EN 13242:2002+A1:2007
Table 2 – LC Products
Product
SHW Reference
General granular fill class 1C
Series 600 Table 6/2
6F4 Selected granular fill (fine) - capping
Series 600 Table 6/1 & 6/5
6F5 Selected granular fill (coarse) - capping
Series 600 Table 6/1 & 6/5
Type 1 Sub-base
Series 800 clause 803, table 8/5
Concrete
ST1, ST2
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Other materials can be manufactured to order based on the design requirements of Lockham
Construction Ltd. If a specific material is required by the client the Highways Manager will update
the quality manual with new materials quality controls.
8.0
Testing
8.1 General
The Depot supervisor will visually inspect the products compliance during the process. If any
irregularities, such as oversize materials or excessive fines are found, it will be reported to the site
manager immediately and appropriate action will follow, which may involve re-screening, crushing or
hand picking. This will be recorded by the depot supervisor on daily process control sheets.
All laboratories used will be UKAS accredited. Table 4 below details the schedule for testing aggregates.
Table 3 - Testing schedule
Property
Test Frequency
Test Method
Grading
1 per week of production
BS EN 933-1
days
Composition
1 per month of production
BS EN 933-11
working days
Water adsorption
1 per year
BS EN 1097-6
Water soluble sulphate
1 per month of production
BS EN 1744-1
working days
Resistance to
2 per year
BS EN 1097-2
1 per 2 years
BS EN 1367-2
Frost Heave
1 per year
BS 812-124:2009
California bearing ratio
1 per year
BS 1377-4-1990
Liquid and plastic limits
1 per month of production
BS 1377-2:1990
fragmentation
Freeze-thaw resistance
(magnesium sulphate
soundness)
working days
Sampling will be carried out in accordance with BS EN 932-1
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8.2 Individual testing requirements
Sections 8.21-8.25 below show the relevant testing frequencies for LC products to meet the Department
of transport SHW series 500, 600 & 800. – Class 1C
Table 4 - Testing requirements for class 1C
Property
Test Frequency
SHW Reference and
Test Method
requirement
Grading
Composition
1 per week of
SHW 600 Table 6/2
production days
See table 6 below.
1 per month of
Not more than 1%
production working
BS EN 933-1
BS EN 933-11
class X
days
Water adsorption
1 per year
Water soluble
1 per month of
sulphate
production working
𝑊𝐴24 𝑁𝑅
BS EN 1097-6
<0.38% 𝑆𝑂3
BS EN 1744-1
days
Table 5 - Grading requirement for Class 1C
Percentage by mass Passing
Sieve Size (mm)
Typical Grading
500
125
600µ
63µ
100
50
15
7
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Specification
Min
Max
100
10
95
0
25
0
15
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8.22 - 6F4
Table 6 - Testing requirements for 6F4
Property
Test Frequency
Grading
Composition
SHW Reference and
Test
requirement
Method
1 per week of
SHW 600 Table 6/5
BS EN
production days
See table 8 below.
933-1
Not more than 1% class
BS EN
X
933-11
1 per month of

production working
days

Less than 50% Class Ra

Bitumen content not
more than 2.0% (not
required if class Ra is
20% or less)
Water adsorption
𝑊𝐴24 𝑁𝑅
1 per year
BS EN
1097-6
Resistance to
𝐿𝐴50
2 per year
BS EN
fragmentation
1097-2
Frost Heave
≤15mm
1 per year
BS 812124:2009
Table 7 - Grading requirements for 6F4
Percentage by mass Passing
Sieve Size (mm)
Typical Grading
63
31.5
16
8
4
1
0.063
100
85
57
34
20
12
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Specification
Min
Max
100
100
75
99
50
90
30
75
15
60
0
35
0
15
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8.23 - 6F5
Table 8 - Testing requirements for 6F5
Property
Test Frequency
Grading
Composition
SHW Reference and
Test
requirement
Method
1 per week of
SHW 600 Table 6/5
BS EN
production days
See table 10 below.
933-1
1 per month of

production working
days
Not more than 1% class
BS EN
X
933-11

Less than 50% Class Ra

Bitumen content not
more than 2.0% (not
required if class Ra is
20% or less)
Water adsorption
𝑊𝐴24 𝑁𝑅
1 per year
BS EN
1097-6
Resistance to
𝐿𝐴50
2 per year
BS EN
fragmentation
1097-2
Frost Heave
1 per year
≤15mm (if within 450mm from
BS 812-
surface)
124:2009
Table 9 - Grading requirement for 6F5
Percentage by mass Passing
Sieve Size (mm)
Typical Grading
125
80
40
20
10
2
0.063
100
93
67
42
28
14
9.5
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Specification
Min
Max
100
100
75
99
50
90
30
75
15
60
0
35
0
12
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8.25 - Type 1 unbound sub-base
Table 10 - Testing requirement for Type 1 unbound sub-base
Property
Test Frequency
SHW Reference and requirement
Test
Method
Grading
Composition
1 per week of
SHW 600 Table 6/5
BS EN
production days
See table 6 below.
933-1
Not more than 1% class X
BS EN
1 per month of
production working


days
Not more than 25% Class
933-11
Rg (glass)

Not more than 50% Class
Ra
Water adsorption
𝑊𝐴24 𝑁𝑅
1 per year
BS EN
1097-6
𝑀𝑆35
Freeze-thaw resistance 1 per two years
(magnesium sulphate
BS EN
1744-1
soundness)
Resistance to
𝐿𝐴50
2 per year
fragmentation
BS EN
1097-2
Frost Heave
≤15mm
1 per year
BS 812124:200
9
California bearing ratio
≥30%
1 per year
BS1377
-4:1990
Liquid and plastic
1 per month of
limits
production working
1377-
days
2:1990
Non Plastic
BS
Table 11 - Grading requirement for Type 1 unbound sub-base
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Percentage by mass Passing
Sieve Size (mm)
Typical Grading
63
31.5
16
8
4
2
1
0.063
9.0
100
90
50
50
20
10
5
2
Specification
Min
Max
100
100
75
99
43
81
23
66
12
53
6
42
3
32
0
9
Factory Production Control
An adequate system for Factory Production Control (FPC) is a legal requirement of the European
construction products directive. It must be set up in accordance with:
Annex C of BS EN 1342:2002+A1:2007
Sections 9.1-9.10 below outline Lockhams Recycling Ltd’s system for factory production control, to
ensure product characteristics are maintained and non-conforming products are dealt with adequately.
9.1 Responsibility & Management
Please refer to section 6.0 Organisation and Responsibilities
9.2 Management Representative and review
The Site Manger is the appointed person to ensure the FPC is maintained. The FPC will be audited and
reviewed on a monthly basis by the site manager and Highway Manager. The FPC will be held in the
main office at Lockhams Recycling Facility.
9.3 Incoming waste materials
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All waste received at Lockhams Recycling Facility must be accompanied by a waste transfer note. All
waste transfer notes will be recorded on Waste Accountant and kept for a minimum of two years. Waste
accountant allows Lockhams Recycling Ltd to monitor waste streams and produce quarterly reports to
the EA and other authorities upon request.
Lockhams Recycling Ltd will only accept waste from approved/checked suppliers. The following
information is obtained as a minimum.

Waste Licence or registration of exemption

Waste carriers/broker registration details

Material Details (WTN)

Job Code (location of arising)

Demolition or building contractors details/supplier details

Date of demolition/arising/production
Location of arising, demolition or building contractors details/supplier details, Date of
demolition/arising/production, will only be required before the first load is accepted. The person
responsible for maintaining and recording the information is the compliance administrator (CA), who will
ensure all the WTN are completed adequately and that they are maintained for the statutory time. WTN
will be posted, or handed, in at reception, which will then be collected in bulk weekly by the CA.
9.4 Receipt of waste materials
The following procedure (figure 1) is applied with relation to the acceptance of waste.
Is the waste accompanied by a
waste transfer note?
Yes
No
Follow Non-Compliance
procedure (same procedure as
outlined in section 9.6 Reinspecting and stockpiling).
Is the waste an accepted type
as specified in section 7.1
Waste Acceptance Criteria?
No
Yes
Waste is accepted following
quantifying in m³
Figure 1 – Procedure for waste acceptance
The depot Supervisor and/or the drivers are responsible for inspecting the load on arrival. The Depot
Supervisor is trained to Lockhams Recycling Ltd procedures to accept or reject incoming waste. The
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depot Supervisor will ensure all WTN are collected and stored at Lockhams Recycling Facility
temporarily.
9.5 Quantifying and categorising
The Depot Supervisor and/or vehicle drivers will assess the load by estimating the value in m³. Each load
will be given a EWC code. EWC codes are located on the MTN books. Once the load has been
categorised it will be tipped in the correct stockpile. All stockpiles are signed for intended material. See
below for feedstock categories:
• Mixed CD& E Waste
• Concrete Waste
• Bituminous Bound Waste
• Bricks and Masonry
• Unbound Granular Materials (including Spent Railways Ballast)
• Trench Arising
• Secondary Materials
9.6 Re-Inspecting and stockpiling
All feedstock materials are separated, to avoid cross contamination. Each feedstock has an assigned
area. All stockpiles are signed so any individual on site can identify the material/waste type. During
tipping, the load will be inspected by Depot Supervisor and/or vehicle drivers. The following procedure
(figure 2) will be followed when tipping.
Is the waste acceptable as
specified in section 7.1
Waste acceptance
criteria?
Yes
Handpick
any
foreign
material
Waste is
accepted move to
correct stockpile
bay
No
Transfer products into the
specified bay for
quarantined products
Complete a NCN
explaining why the waste
was non-conforming and
hand to the Site Manager
Place foreign
material in
waste skip
on site
Figure 2 – Procedure for re-inspecting and stockpiling
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All non conforming products will be recorded on an NCN and stored at Junction 9. These will be
collected weekly by the Compliance Administrator, who will discuss with the supplier why the load was
rejected and the actions required to avoid any further rejections on future loads. The NCN notes will be
recorded on Waste Accountant and be held for a minimum of 2 years.
9.7 Production
Before production the depot supervisor will check:

The stockpiled material is not degrading before it is fed into the process.

The material is still acceptable

The material is fed in at the right rate

The material fed in is quantified

The correct machine is being used

The machine is calibrated

The equipment is performing as expected.
Any non-conformant materials will be transferred to a quarantined bay, where it will be treated and sent
back to the stockpile or failing quality, back to the supplier or registered waste disposal site.
The depot Supervisor is trained to inspect the criteria above. The procedure below will be followed.
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Figure 3 – Procedure for production
Is the stockpiled material
conforming and not
degrading?
No
Complete a NCN
note and comment
why the product is
non-conforming
Hand NCN
to site
Manager
Yes
No
Contact site
manager to arrange
for calibration. DO
NOT USE
MACHINE.
Are all the machines
adequate and calibrated?
Yes
Feed the material into the
machine at the correct rate
Yes
Is the equipment performing
as expected?
No
Stop using the
machine and contact
site manager.
Yes
Quantify the material fed in
Table 5 below summarises the daily control process. Daily process control sheets will be completed each
day by the depot supervisor and stored for a minimum of 2 years on site. A template of the daily process
sheet can be found in appendix E of this quality manual.
Table 12 - Daily Process Controls
Characteristic
Testing
Procedure
Location of sampling
/testing
Frequency
Deterioration
Visual
Inspection
Stockpiled Material
Daily and
during use
Oversize/Undersize
material
Visual
inspection
Stockpiled Material
Before use
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Remedial actions on nonconforming
properties/materials
If deterioration will improve
with time (i.e. moisture
content too high) leave.
Although if deterioration
cannot be improved inform
the site manager and move
to non conforming bays.
Remove oversize material
with riddle bucket before
use or change screen size.
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Apply
acceptance
criteria and
inspect
visually
Visual
inspection
Stockpiled Material
During use
and arrival of
waste
Reject non-acceptable
materials
Stockpiled Material
Before/exit of
screening
plant
Moisture content
Visual
inspection
Stockpiled Material
Daily and
before use
Feed Rate
Visual
Inspection
Feeding station
Every 5
tonnes or if
output is
unusual
Maximum and minimum
size
BS EN 933-1
Exit of
screening/crushing
plant
Every 50
batches or if
plant is acting
unusual
Remove class x materials
by hand picking before/after
use and move to
appropriate waste skip.
Leave to dry if moisture
content seems too high. Or
spray if moisture content is
too low. The Site supervisor
will test regularly for
moisture contents
Inspect feeding station and
speed up/slow feed rate.
The angle of the initial
screen can be changed if
required.
Check the size of screens
and check for any damage
or malfunction to
screener/crusher.
Reprocess material or
assign to a different product
category.
Class x materials
(wood/plastic/metal etc)
no more than 1% in mass
9.8 Finished Products
For testing procedures please refer to section 8.0 Testing. Any non-conforming products will be
assessed by Depot Supervisor. If the non-conforming products can be easily improved, it will be carried
out by the Depot Supervisor and will then be subject to further testing. If the non-conforming product
cannot be improved it will be placed in the quarantined bay as specified in section 9.6 re-inspecting and
stockpiling. All product stockpiles will be segregated to prevent cross contamination and deterioration.
The Depot Supervisor/Site Manager will be responsible for categorising the products and ensuring they
meet the BS EN 13242 specification. Daily process control records will be completed by the Depot
Supervisor and stored on for a minimum of two years. All non-conformities will be recorded on NCN and
held for a minimum of two years on site.
10.0
Objectives
Table 13 - LC Environmental Ltd Quality objectives
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Objective
Number
Description
Objective
Number
Revision/
Update
Target
Details
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References
Standards Publications
1. British Standards Institution (2002) Aggregates for unbound and hydraulically bound materials for use in
civil engineering work and road construction. BS EN 13242:2002+A1:2007.London
2. British Standards Institution (2010) Unbound mixtures - Specifications. BS EN 13285.London
3. British Standards Institution (2009) Testing aggregates Part 124: Method for determination of frost heave.
BS 812-12.London
4. British Standards Institution (1997) Tests for general properties of aggregates Part 1. Methods for
sampling. BS EN 932-1.London
5. British Standards Institution (1997) Tests for geometrical properties of aggregates Part 1: Determination of
particle size distribution - Sieving method. BS EN 933-1.London
6. British Standards Institution (2009) Tests for geometrical properties of aggregates Part 11: Classification
test for the constituents of coarse recycled aggregate. BS EN 933-11.London
7. British Standards Institution (2010) Tests for mechanical and physical properties of aggregates Part 2:
Methods for the determination of resistance to fragmentation. BS EN 1097-2.London
8. British Standards Institution (2000) Tests for mechanical and physical properties of aggregates — Part 6:
Determination of particle density and water absorption. BS EN 1097-6.London
9. British Standards Institution (2009) Tests for thermal and weathering properties of aggregates – Part 2:
Magnesium sulphate test. BS EN 1367-2.London
10. British Standards Institution (1990) Methods of test for Soils for civil Engineering purposes — Part 2:
Classification tests. BS EN 1377-2.London
11. British Standards Institution (2009) Tests for chemical properties of aggregates Part 1:Chemical analysis.
BS EN 1744-1.London
12. British Standards Institution (1990) Methods of test for Soils for civil Engineering purposes — Part 4:
Compaction-related tests. BS EN 1377-4.London
Other
1. WASTE AND RESOURCES ACTION PROGRAMME. The Quality Control Protocol for the production of
aggregates from inert waste. Banbury: WRAP.
2. HIGHWAYS AGENCY. Manual of contract documents for highway works, Volume 1: Specification for
Highway Works (SHW). London: TSO.
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Appendix A – Generic flow chart for accepting and processing waste
Start
1
2
Obtain source of waste to assess variants (Refer to Section
9.3)
Apply assessment criteria (Refer to Section 9.4)
Reject or
move to
quarantined
bay/skip
Accept
3
4
5
6
Move to appropriate stock area (Refer to section 9.6)
Re-inspect stockpile to ensure compliance and handpick any
class x (non-conforming materials) (Refer to section 9.6)
Reject or
move to
quarantined
bay/skip
Feedstock segregated into type for process requirements.
(refer to section 9.7)
Steel
Removed
by magnets
Wood/Plastic/
other class x
are hand
picked
Crush
and/or
screen
Re-Screen
Allocate to product
stockpile
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Lockhams Recycling Ltd Quality Manual
(Appendix B – Lockhams Recycling Ltd’s recycling process chart for the production
of 1C, Type B filter drain, 6F4 & 6F5)
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Lockhams Recycling Ltd Quality Manual
1C
Overall Description:
1C is a coarse granular material commonly used for general fill. It can consist of any material
depending on contract. Lockhams Recycling Ltd 1C contains a mixture of crushed concrete, bricks,
ceramics, chalk, recycled aggregates and tarmac, although the bulk of the mix will be crushed
concrete and recycled aggregates.
Geometrical/Testing
Particle Size Distribution
Property
Test Frequency
Overall Grading
𝑮𝑬
Size Designation
0/125
Oversize Category
𝑂𝐶10
Maximum Fines
𝑈𝐹15
SHW Reference and
Test Method
requirement
Grading
1 per week of production
Composition
SHW 600 Table 6/2
BS EN 933-1
days
See grading table below
1 per month of production
Not more than 1% class X
BS EN 933-11
𝑊𝐴24 𝑁𝑅
BS EN 1097-6
<0.38% 𝑆𝑂3
BS EN 1744-1
working days
Water adsorption
1 per year
Water soluble sulphate
1 per month of production
working days
Grading
Percentage by mass Passing
Sieve Size (mm)
Typical Grading
Specification
Min
Revision:
01
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Max
500
100
100
-
125
50
10
95
600µ
15
0
25
63µ
7
0
15
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Lockhams Recycling Ltd Quality Manual
6F4
Overall Description:
6F4 is an unbound mixture that complies with BS EN 13285. It is generally used as a fine capping
layer imported onto site and particularly used in areas of high contamination. It can contain any
material or a combination of materials. Lockhams Recycling Ltd 6F4 will be a mixture of: Crushed
concrete, bricks, ceramics, tarmac, limestone &recycled aggregate. Our 6F4 will comply with SHW
600 and BS EN 13285 and will not contain: more than 50% of bituminous materials, tar, unburnt
colliery spoil, argillaceous rock or chalk.
Geometrical/Testing
Particle Size Distribution
Property
Test Frequency
Overall Grading
𝑮𝑬
Size Designation
0/32
Oversize Category
𝑂𝐶75
Maximum Fines
𝑈𝐹15
SHW Reference and requirement
Test
Method
Grading
1 per week of
SHW 600 Table 6/5
production days
Composition
BS EN 933-1
See grading table below
1 per month of

Not more than 1% class X
BS EN 933-
production

Less than 50% Class Ra
11
working days

Bitumen content not more than 2.0% (not
required is class Ra is 20% or less)
Water adsorption
𝑊𝐴24 𝑁𝑅
1 per year
BS EN 10976
Resistance to fragmentation
𝐿𝐴50
2 per year
BS EN 10972
Frost Heave
1 per year
≤15mm
BS 812124:2009
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Grading
Percentage by mass Passing
Sieve Size (mm)
Typical Grading
Specification
Min
Max
63
100
100
100
31.5
85
75
99
16
57
50
90
8
34
30
75
4
20
15
60
1
12
0
35
0.063
7
0
15
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Lockhams Recycling Ltd Quality Manual
6F5
Overall Description:
6F5 is an unbound mixture that complies with BS EN 13285. It is generally used as a coarse capping
layer imported onto site. It can contain any material or a combination of materials. Lockhams
Recycling Ltd 6F5 will be a mixture of: Crushed concrete, bricks, ceramics, tarmac, limestone
&recycled aggregate. Our 6F4 will comply with SHW 600 and BS EN 13285 and will not contain: more
than 50% of bituminous materials, tar, un-burnt colliery spoil, argillaceous rock or chalk.
Geometrical/Testing
Particle Size Distribution
Property
Test Frequency
Overall Grading
𝑮𝑬
Size Designation
0/80
Oversize Category
𝑂𝐶75
Maximum Fines
𝑈𝐹12
SHW Reference and requirement
Test
Method
Grading
1 per week of
SHW 600 Table 6/5
production days
Composition
BS EN 933-1
See grading table below.
1 per month of

Not more than 1% class X
BS EN 933-
production working

Less than 50% Class Ra
11
days

Bitumen content not more than
2.0% (not required is class Ra is 20%
or less)
Water adsorption
𝑊𝐴24 𝑁𝑅
1 per year
BS EN 10976
Resistance to fragmentation
𝐿𝐴50
2 per year
BS EN 10972
Frost Heave
1 per year
≤15mm (if within 450mm from surface)
BS 812124:2009
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Grading
Percentage by mass Passing
Sieve Size (mm)
Typical Grading
Specification
Min
Max
125
100
100
100
80
93
75
99
40
67
50
90
20
42
30
75
10
28
15
60
2
14
0
35
0.063
9.5
0
12
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Lockhams Recycling Ltd Quality Manual
Type 1 Crushed concrete MOT
Overall Description:
Generally used as a subbase. Lockhams Recycling Ltd offer two different variations of Type 1 crushed
concrete:
 Mix containing only clean crushed concrete
 Mix containing crushed concrete, crushed rock and recycled aggregates
Lockhams Recycling Ltd’s Type 1 complies with SHW 800 and BS EN 13285.
Geometrical/Testing
Particle Size Distribution
Property
𝑮𝑪 32-0
Grading Category
Test Frequency
SHW Reference and requirement
Test
Method
Grading
Composition
Water adsorption
1 per week of production
SHW 600 Table 6/5
days
See table 6 below.
BS EN 933-1
1 per month of

Not more than 1% class X
BS EN 933-
production working days

Not more than 25% Class Rg (glass)
11

Not more than 50% Class Ra
𝑊𝐴24 𝑁𝑅
1 per year
BS EN 10976
Freeze-thaw resistance
𝑀𝑆35
1 per two years
BS EN 1744-
(magnesium sulphate
1
soundness)
Resistance to fragmentation
𝐿𝐴50
2 per year
BS EN 10972
Frost Heave
1 per year
≤15mm
BS 812124:2009
California bearing ratio
1 per year
≥30%
BS13774:1990
Liquid and plastic limits
1 per month of
Non Plastic
BS 1377-
production working days
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Grading
Percentage by mass Passing
Sieve Size (mm)
Typical Grading
Specification
Min
Revision:
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Max
63
100
100
100
31.5
90
75
99
16
50
43
81
8
50
23
66
4
20
12
53
2
10
6
42
1
5
3
32
0.063
2
0
9
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Appendix E – Daily process control record
DC01 - Daily Process Control record
Operator Name
Date
Incoming
waste
Is the stockpile material
acceptable?
Are oversize/undersize
parameters met?
Are Class x materials
<1%?
Is feed rate Acceptable?
Are screened output
sizes as expected?
Is the Moisture Content
acceptable?
Is operational
machinery working as
expected?
06:00
07:00
08:00
09:00
10:00
11:00
12:00
13:00
14:00
15:00
16:00
17:00
18:00
Production
Is the stockpile free
from deterioration?
Waste
Type
Activity
Y / N
Y / N
Y / N
Y / N
Y / N
Y / N
Y / N
Y / N
Y / N
Y / N
Y / N
Y / N
Y / N
Y / N
Y / N
Y / N
Y / N
Y / N
Y / N
Y / N
Y / N
Y / N
Y / N
Y / N
Y / N
Y / N
Y / N
Y / N
Y / N
Y / N
Y / N
Y / N
Y / N
Y / N
Y / N
Y / N
Y / N
Y / N
Y / N
Y / N
Y / N
Y / N
Y / N
Y / N
Y / N
Y / N
Y / N
Y / N
Y / N
Y / N
Y / N
Y / N
Y / N
Y / N
Y / N
Y / N
Y / N
Y / N
Y / N
Y / N
Y / N
Y / N
Y / N
Y / N
Y / N
Y / N
Y / N
Y / N
Y / N
Y / N
Y / N
Y / N
Y / N
Y / N
Y / N
Y / N
Y / N
Y / N
Y / N
Y / N
Y / N
Y / N
Y / N
Y / N
Y / N
Y / N
Y / N
Y / N
Y / N
Y / N
Y / N
Y / N
Y / N
Y / N
Y / N
Y / N
Y / N
Y / N
Y / N
Y / N
Y / N
Y / N
Y / N
Y / N
Y / N
Y / N
Y / N
Y / N
Y / N
Y / N
Y / N
Y / N
Y / N
Y / N
Y / N
Y / N
Y / N
Estimation of quantity
(M3)
Time
Is the waste
acceptable?
(Leave blank if not applicable)
Notes (If NO is answered for any section notes must be made of action, seek help from quality manual)
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Appendix F – Non-confoming note template
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Appendix G – Daily inspection sheet template
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Lockhams Recycling Ltd-Site Condition Report
Document: Reference:
Procedure/Process:
LR/EF/SCR
Lockhams Recycling Ltd Site Condition Report
SITE CONDITION REPORT
For full details, see H5 SCR guide for applicants v2.0 4 August 2008
COMPLETE SECTIONS 1-3 AND SUBMIT WITH APPLICATION
DURING THE LIFE OF THE PERMIT: MAINTAIN SECTIONS 4-7
AT SURRENDER: ADD NEW DOC REFERENCE IN 1.0; COMPLETE SECTIONS 8-10; &
SUBMIT WITH YOUR SURRENDER APPLICATION.
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Lockhams Recycling Ltd Site Condition Report
1.0 SITE DETAILS
Name of the applicant
Lockhams Recycling Ltd
Activity address
The Old Greenhouse, Shedfield Equestrian
Centre, Botley Road, Hampshire, SO32 2HN
SU 55529 12954
National grid reference
Document reference and dates for Site
Condition Report at permit application and
surrender
Document references for site plans (including
location and boundaries)
LR/EF/SLYTP
Note:
In Part A of the application form you must give us details of the site’s location and provide us with
a site plan. We need a detailed site plan (or plans) showing:




Site location, the area covered by the site condition report, and the location and nature of
the activities and/or waste facilities on the site.
Locations of receptors, sources of emissions/releases, and monitoring points.
Site drainage.
Site surfacing.
If this information is not shown on the site plan required by Part A of the application form then you
should submit the additional plan or plans with this site condition report.
2.0 Condition of the land at permit issue
Environmental setting including:
Geology – White cliff Sand Member - Sand.



Hydrogeology – Predominantly clayey
geology
hydrogeology
surface waters
sequence up to 140 m thick confining
underlying aquifers.
Surface Water – Potential risk of flooding:
Very low (Reference to
http://watermaps.environmentagency.gov.uk/wiyby/wiyby.aspx?lang=_
e&topic=floodmap&layer=0&x=455528
&y=113292&scale=10&location=SO32+
2HN#x=455615&y=113029&scale=11)
Pollution history including:

pollution incidents that may have affected
land
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Lockhams Recycling Ltd-Site Condition Report
Document: Reference:
Procedure/Process:



LR/EF/SCR
Lockhams Recycling Ltd Site Condition Report
historical land-uses and associated
contaminants
any visual/olfactory evidence of existing
contamination
evidence of damage to pollution prevention
measures
Evidence of historic contamination, for example,
historical site investigation, assessment,
remediation and verification reports (where
available)
Baseline soil and groundwater reference data
Supporting
information





Source information identifying environmental setting and pollution
incidents
Historical Ordnance Survey plans
Site reconnaissance
Historical investigation / assessment / remediation / verification
reports
Baseline soil and groundwater reference data
3.0 Permitted activities
Permitted activities
Non-permitted activities undertaken
Document references for:


Storing and recycling of soils, aggregates and
other construction materials.
N/A
LR/EF/SLYTP
LR/EF/H1
plan showing activity layout; and
environmental risk assessment.
Note:
In Part B of the application form you must tell us about the activities that you will undertake at the
site. You must also give us an environmental risk assessment. This risk assessment must be
based on our guidance (Environmental Risk Assessment - EPR H1) or use an equivalent
approach.
It is essential that you identify in your environmental risk assessment all the substances used and
produced that could pollute the soil or groundwater if there were an accident, or if measures to
protect land fail.
These include substances that would be classified as ‘dangerous’ under the Control of Major
Accident Hazards (COMAH) regulations and also raw materials, fuels, intermediates, products,
wastes and effluents.
If your submitted environmental risk assessment does not adequately address the risks to soil
and groundwater we may need to request further information from you or even refuse your permit
application.
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LR//EF/SCR
Procedure/Process:
Lockhams Recycling Ltd Site Condition Report
4.0 Changes to the activity
Have there been any changes to the activity
boundary?
If yes, provide a plan showing the changes to
the activity boundary.
Have there been any changes to
permitted activities?
If yes, provide a description of the changes
to the permitted activities
the
Have any ‘dangerous substances’ not
identified in the Application Site Condition
Report been used or produced as a result of
the permitted activities?
Checklist
of
supporting
information



If yes, list of them
Plan showing any changes to the boundary (where relevant)
Description of the changes to the permitted activities (where relevant)
List of ‘dangerous substances’ used/produced by the permitted activities
that were not identified in the Application Site Condition Report (where
relevant)
5.0 Measures taken to protect land
Use records that you collected during the life of the permit to summarise whether pollution
prevention measures worked. If you can’t, you need to collect land and/or groundwater data to
assess whether the land has deteriorated.
Checklist
of
supporting
information


Inspection records and summary of findings of inspections for all pollution
prevention measures
Records of maintenance, repair and replacement of pollution prevention
measures
6.0 Pollution incidents that may have had an impact on land, and their
remediation
Summarise any pollution incidents that may have damaged the land. Describe how you
investigated and remedied each one. If you can’t, you need to collect land and /or groundwater
reference data to assess whether the land has deteriorated while you’ve been there.
Checklist
of
supporting
information
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

Records of pollution incidents that may have impacted on land
Records of their investigation and remediation
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Procedure/Process:
Lockhams Recycling Ltd Site Condition Report
7.0 Soil gas and water quality monitoring (where undertaken)
Provide details of any soil gas and/or water monitoring you did. Include a summary of the
findings. Say whether it shows that the land deteriorated as a result of the permitted activities. If
it did, outline how you investigated and remedied this.
Checklist
of
supporting
information


Description of soil gas and/or water monitoring undertaken
Monitoring results (including graphs)
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Procedure/Process:
Lockhams Recycling Ltd Site Condition Report
8.0 Decommissioning and removal of pollution risk
Describe how the site was decommissioned. Demonstrate that all sources of pollution risk have
been removed. Describe whether the decommissioning had any impact on the land. Outline how
you investigated and remedied this.
Checklist
of
supporting
information



Site closure plan
List of potential sources of pollution risk
Investigation and remediation reports (where relevant)
9.0 Reference data and remediation (where relevant)
Say whether you had to collect land and/or groundwater data. Or say that you didn’t need to
because the information from sections 3, 4, 5 and 6 of the Surrender Site Condition Report shows
that the land has not deteriorated.
If you did collect land and/or groundwater reference data, summarise what this entailed, and
what your data found. Say whether the data shows that the condition of the land has deteriorated,
or whether the land at the site is in a “satisfactory state”. If it isn’t, summarise what you did to
remedy this. Confirm that the land is now in a “satisfactory state” at surrender.
Checklist
of
supporting
information




Land and/or groundwater data collected at application (if collected)
Land and/or groundwater data collected at surrender (where needed)
Assessment of satisfactory state
Remediation and verification reports (where undertaken)
10.0 Statement of site condition
Using the information from sections 3 to 7, give a statement about the condition of the land at
the site. This should confirm that:



the permitted activities have stopped
decommissioning is complete, and the pollution risk has been removed
the land is in a satisfactory condition.
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Lockhams Recycling Ltd Non-Technical
Summary
Document: Reference:
LR/EF/NTS
Procedure/Process:
Lockhams Recycling Non-Technical Summary
Lockhams Recycling Ltd
Non-Technical Summary
Lockhams Recycling Ltd – Shedfield
MTS Environmental Ltd.
March 2016
Revision:
Date Revised:
01
Approved by:
Draft for discussion
Page
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Authored by:
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1 of 3
Lockhams Recycling Ltd Non-Technical
Summary
Document: Reference:
LR/EF/NTS
Procedure/Process:
Lockhams Recycling Non-Technical Summary
INTRODUCTION
This document forms the application for a Bespoke permit for a waste storage and recycling facility
under the Environmental Permitting Regulations 2010. The applicant and operator of the waste
facility is Lockhams Recycling Ltd.
The waste facility will be used for the storage and recycling of waste from highways projects in
Hampshire. Activities will include the storage and recycling of soils, aggregates and other inert
construction materials. The waste facility has been designed and will be operated to ensure
compliance with all relevant requirements of the Environment Agency and the Environmental
Permitting Regulations 2015.
The main activities will be storage of segregated construction waste streams to be crushed, screened
and blended into aggregates and other construction materials under the specification for highways
works. All materials will be managed in accordance with WRAP Quality Protocol.
The application of the permit will be registered as The Old Greenhouse, Shedfield Equestrian Centre,
Botley road, Shedfield, Hampshire, SO32 2HN.
This Non-Technical Summary provides a brief overview of the proposals subject to this application.
SITE LOCATION
A site location plan and layout plan are provided in Appendix 1.
Revision:
Date Revised:
01
Approved by:
Draft for discussion
Page
03/16
Authored by:
Luke Bridges
2 of 3
Lockhams Recycling Ltd Non-Technical
Summary
Document: Reference:
LR/EF/NTS
Procedure/Process:
Lockhams Recycling Non-Technical Summary
APPENDIX 1
(LR/SLP)
(LR/SLYTP)
Revision:
Date Revised:
01
Approved by:
Draft for discussion
Page
03/16
Authored by:
Luke Bridges
3 of 3