Structural Integrity - DRAFT June 2016

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Document Title: Structural Integrity Assessment Template
Logos: DECC / HSE / OSDR Logos
Case Title - [Safety Case Title]
Duty Holder – [Company Name]
COIN Numbers - [Case] / [SVC Number]
Topic Assessor – [Name]
STRUCTURAL INTEGRITY ASSESSMENT TEMPLATE
Work Instructions
Topic specialists should use this template to record their assessment of the Structural Integrity aspects of a safety case. Assessment should be against the
requirements of SCR2015.
Exemplar Approach - This template should be used in accordance with the scope of the Assessment Instructions when the topic is included for assessment.
An exemplar approach may be sufficient if some material has been previously accepted and has not materially changed. For example a CMAPP or SEMS
from an existing, accepted safety case.
The template is one of a series covering all assessment topics, which together form a complete record of the safety case assessment and create evidence of
how the decision to accept the case, or not, was reached. The templates identify the specific regulatory requirements of SCR2015 for the topic and indicate
what the competent authority expects to find within a safety case to demonstrate that those requirements are met. The template complements the published
guidance that supports the regulations and topic sector guidance. The templates are available to promote transparency and assist duty holders in drafting
submissions.
Green text indicates regulatory requirements that are new in SCR2015.
Black text represents regulatory requirements that are contained in both SCR2005 and SCR2015.
Non Acceptance Issue - A Non Acceptance Issue (NAI) is a deficiency in the demonstration made within a safety case, which, if not resolved, will prevent the
case from being accepted under the relevant statutory provisions. Non Acceptance Issues must be sent by a formal letters to the duty holder requiring them
to be dealt with in the appropriate manner, giving the duty holder a clear understanding of how to address the deficiency.
Clarification - A Clarification is an explanation provided by a duty holder on request during assessment to enable the assessing Inspectors to be confident of
their interpretation of the information in a safety case. Clarifications are a routine part of assessment work and should be raised with a duty holder promptly.
Clarifications do not require formal letters. Communicating by telephone and email is sufficient. A meeting between the duty holder and relevant topic
specialists may also be appropriate in some circumstances for clarifications. Clarification is not a first stage before raising non-acceptance issues. Any
aspect that could credibly lead to a Non-Acceptance Issue should be raised as such in the first instance.
Design or Relocation Notification - Where the template is used to aid the inspection of a Design or Relocation Notification, Inspectors should consider if the
information provided meets the requirements of Schedule 5 of the regulations. The inspection must identify any Potential Non Acceptance Issues to draw to
the duty holder’s attention. Reference to these requirements outlined in Sections 4 of this template may be useful when forming an opinion. A record of the
inspection should be made in Section [X].
TRIM: 2015/______
Revised: June 2016 - DRAFT
Owner: ED4.2 – Structural Integrity
Page 1 of 20
Document Title: Structural Integrity Assessment Template
Logos: DECC / HSE / OSDR Logos
Case Title - [Safety Case Title]
Duty Holder – [Company Name]
COIN Numbers - [Case] / [SVC Number]
Topic Assessor – [Name]
Relevant Pre-Existing Guidance

APOSC Principles:
Factual information
 Principle 1
The factual information should meet the SCR15 requirements and provide sufficient detail to support the arguments made in the case
Management of health and safety

Principle 2
The safety case should demonstrate that the management system is adequate to ensure compliance with the relevant statutory provisions

Principle 3
The management system should show an appropriate level of control during each phase of the installation life cycle, including design,
construction, commissioning, operation, decommissioning and dismantlement
Major accident hazard identification

Principle 4
A systematic process should be used to identify all reasonably foreseeable major accident hazards that apply to the installation, together with
potential initiating events or sequences of events
Major accident risk evaluation

Principle 5
The methodology and evaluation criteria adopted for major accident risk assessment should be clear

Principle 10
The identification of risk reduction measures should be systematic and take into account new knowledge

Principle 11
The reasoning behind the choice of risk reduction measures to be implemented should be described. Decisions on implementation should take
reasonable practicability into account

Principle 12
Risk reduction measures identified, as part of the risk assessment, should be implemented if they are reasonably practicable
TRIM: 2015/______
Revised: June 2016 - DRAFT
Owner: ED4.2 – Structural Integrity
Page 2 of 20
Document Title: Structural Integrity Assessment Template
Logos: DECC / HSE / OSDR Logos
Case Title - [Safety Case Title]
Duty Holder – [Company Name]
COIN Numbers - [Case] / [SVC Number]
Topic Assessor – [Name]

Principle 13
In deciding what is reasonably practicable, the case should show how relevant good practice and judgement based on sound engineering,
management and human factors principles have been taken into account

Principle 14
Where remedial measures are proposed to reduce risk, the timescale for implementing them should take account of the extent of such risks and
any practical issues involved
Major accident risk management

Principle 15
Measures taken to manage major accident hazards should be described

Principle 16
The safety case should explain how inherently safer design concepts have been applied in the design decisions taken

Principle 17
The measures for preventing major accident hazards should take account of the various activities undertaken during the installation's current
phase of operation

Principle 18
Appropriate detection measures should be provided for any reasonably foreseeable event requiring an emergency response

Principle 19
Appropriate control and mitigation measures should be provided to protect personnel from the consequences of a major accident
Emergency response

Principle 22
The Temporary Refuge (TR) should provide sufficient protection to enable people to muster safely, to permit the emergency to be assessed, and
to allow the emergency response plan to be executed

Principle 23
TRIM: 2015/______
Revised: June 2016 - DRAFT
Owner: ED4.2 – Structural Integrity
Page 3 of 20
Document Title: Structural Integrity Assessment Template
Logos: DECC / HSE / OSDR Logos
Case Title - [Safety Case Title]
Duty Holder – [Company Name]
COIN Numbers - [Case] / [SVC Number]
Topic Assessor – [Name]
Criteria should exist that describe the Temporary Refuge integrity (TRI) and the time over which TRI needs to be maintained against all hazards
identified in the risk assessment. The safety case should demonstrate that these criteria are met i.e. that TRI would be maintained for the
necessary time
Life cycle requirements

Principle 26
A Design Notification should describe how the principles of risk evaluation and risk management are being applied to the design to ensure that
major accident risks will be controlled so as to ensure compliance with the relevant statutory provisions
Combined operations

Principle 28
The management system should address the additional risks associated with combined operations

Principle 29
A systematic approach should be taken to assessing the impact of combined operations on the conclusions of the operational safety case for
each installation

Principle 30
A systematic approach should be taken to identifying and assessing any additional major accident hazards arising from combined operations.
These can be new hazards or changes to existing hazards

Principle 32
Elements that become safety critical elements (SCEs) as a result of combined operations should be identified and made subject to verification.
They may be parts of the individual installations, or additional plant or equipment provided for the combined operations
Decommissioning and dismantlement

Principle 33
When the safety case is revised to deal with decommissioning or dismantlement, the sequence of events should be described, from cessation of
production to dismantling of the structure

Principle 34
The case should describe the extent and availability of safety systems during decommissioning or dismantlement
TRIM: 2015/______
Revised: June 2016 - DRAFT
Owner: ED4.2 – Structural Integrity
Page 4 of 20
Document Title: Structural Integrity Assessment Template
Logos: DECC / HSE / OSDR Logos
Case Title - [Safety Case Title]
Duty Holder – [Company Name]
COIN Numbers - [Case] / [SVC Number]
Topic Assessor – [Name]


Principle 35
Any additional major accident hazards arising from decommissioning or dismantlement should be identified

Principle 36
The management system should demonstrate that effective control will be maintained throughout decommissioning or dismantlement
GASCET Chapters:
2.2.1 – Structural Integrity
3.1 - Decommissioning
TRIM: 2015/______
Revised: June 2016 - DRAFT
Owner: ED4.2 – Structural Integrity
Page 5 of 20
Document Title: Structural Integrity Assessment Template
Logos: DECC / HSE / OSDR Logos
Case Title - [Safety Case Title]
Duty Holder – [Company Name]
COIN Numbers - [Case] / [SVC Number]
Topic Assessor – [Name]
1. Structural Integrity Assurance Requirements
a) SCR2015 Regulation 16 (1) a & b – Management and control of major accident hazards
SCR2015 Regulatory Requirement
the duty holder’s management system is adequate to ensure—
(i)
that the relevant statutory provisions will, in respect of matters within the duty holder’s control, be complied with; and
(ii)
that the management of arrangements with contractors and sub-contractors is satisfactory;
(b)
the duty holder has established adequate arrangements for audit and for the making of reports of the audit;
Assessment Criteria / Minimum Information
SC Ref
NAI
(a)
Clarification
16.—(1) A duty holder who prepares a safety case pursuant to these Regulations must, subject to paragraph (2), include in the safety case
sufficient particulars to demonstrate that—
Criteria Met / Not Met - Assessment Comments
The safety case should adequately set out the:
1. key structural personnel and their role within the
organisation;
2. selection criteria and supervision arrangements for
structural contractors.
3. arrangements for identification of structural major
accident hazard identification control and recovery
4. arrangements for structural survey and inspection
5. arrangements for site specific inspection
6. arrangements for changing or modifying the
structure or structural integrity management
system.
7. arrangements for auditing and monitoring the
structural integrity management system
TRIM: 2015/______
Revised: June 2016 - DRAFT
Owner: ED4.2 – Structural Integrity
Page 6 of 20
Document Title: Structural Integrity Assessment Template
Logos: DECC / HSE / OSDR Logos
Case Title - [Safety Case Title]
Duty Holder – [Company Name]
COIN Numbers - [Case] / [SVC Number]
Topic Assessor – [Name]
b) SCR2015 Regulation 16 (1) c,d & e – Management and control of major accident hazards
SCR2015 Regulatory Requirement
(e)
all hazards with the potential to cause a major accident have been identified;
all major accident risks have been evaluated, their likelihood and consequences assessed, including any environmental, meteorological
and seabed limitations on safe operations, and that suitable measures, including the selection and deployment of associated safety and
environmental-critical elements have been, or will be, taken to control those risks to ensure that the relevant statutory provisions will be
complied with; and
in the case of a non-production installation, all the major hazards have been identified for all operations the installation is capable of
performing.
Assessment Criteria / Minimum Information
SC Ref
Criteria Met / Not Met - Assessment Comments
NAI
(c)
(d)
Clarification
16.—(1) A duty holder who prepares a safety case pursuant to these Regulations must, subject to paragraph (2), include in the safety case
sufficient particulars to demonstrate that—
The safety case should demonstrate the following issues
relating to the structural integrity issues have been reduced
to ALARP:
1. Severe Weather and corresponding environmental
loading. Consideration of the 10-4 event and
environmental loading limits
2. Air gap assessment
3. Fatigue status in relation to the specified design life
4. Seismic events
5. Vessel / marine Impact
6. Dropped objects
7. Helicopter impact
8. Structural response to fire including fire protection
rating to structure
9. Structural response to explosion including
explosion overpressure
10. Corrosion
11. Structural fatigue
12. Marine growth
TRIM: 2015/______
Revised: June 2016 - DRAFT
Owner: ED4.2 – Structural Integrity
Page 7 of 20
Document Title: Structural Integrity Assessment Template
Logos: DECC / HSE / OSDR Logos
Case Title - [Safety Case Title]
Duty Holder – [Company Name]
COIN Numbers - [Case] / [SVC Number]
Topic Assessor – [Name]
13. Foundation integrity including scour, punch
through, previous footprints etc
14. Weight control / structural overloading
15. Structural Integrity arrangements for the Temporary
Refuge, escape and evacuation facilities
c) SCR2015 Schedules 6 & 7 – Particulars to be included in a safety case for the operation of a production / non-production
installation
SCR2015 Regulatory Requirement
Assessment Criteria / Minimum Information
SC Ref
NAI
A description of the main requirements in the specification for the design of the installation and its plant, which must include—
a) any limits for safe operation or use specified therein;
b) a description of how the operator has ensured, or will ensure, compliance with regulation 4 of the Offshore Installations and Wells
(Design and Construction, etc.) Regulations 1996;
c) a description of how the duty holder has ensured, or will ensure, the suitability of the safety and environmental-critical elements;
d) …………….
e) any relevant codes, standards and guidance used in the construction and commissioning of the installation. (Note – Requirement “d” in
Schedule 7)
Clarification
Schedule 6 Regulation 8 / Schedule 7 Regulation 7
Criteria Met / Not Met - Assessment Comments
The safety case should set out :
1. the operational limits of the structure placed on it
through the design. (Refer also to the structural
expectations listed against SCR15 Regulation 16
and DCR Regulation 5)
2. the codes standards and guidance used to design,
construct and commission the installation
In relation to the DCR Reg 4 criteria, the safety case should
demonstrate the following criteria:
a. The installation is designed to withstand reasonably
foreseeable loads due to operational or
environmental criteria.
b. The design gives consideration to safe
dismantlement and decommissioning of the
structure.
TRIM: 2015/______
Revised: June 2016 - DRAFT
Owner: ED4.2 – Structural Integrity
Page 8 of 20
Document Title: Structural Integrity Assessment Template
Logos: DECC / HSE / OSDR Logos
Case Title - [Safety Case Title]
Duty Holder – [Company Name]
COIN Numbers - [Case] / [SVC Number]
Topic Assessor – [Name]
c.
Sufficient redundancy is built into the design to
accommodate any reasonably foreseeable damage
d. Adequate controls exist to ensure any work carried
out through either construction, repair, modification
or positioning secure the installation’s integrity.
e. Adequate arrangements are in place to maintain
the integrity of the installation throughout its life
cycle.
f. Appropriate criteria will be used to define structural
events and matters to be reported under DCR Reg
9.
SCR2015 Regulatory Requirement
Assessment Criteria / Minimum Information
SC Ref
Criteria Met / Not Met - Assessment Comments
NAI
Particulars of—
a) the limits of the environmental and meteorological conditions beyond which the installation cannot safely be stationed or operated;
b) the properties of the seabed and subsoil which are necessary for the safe stationing and operation of the installation; and
c) the locations in which the installation may be stationed and operated safely. (Note – Contained in Schedule 7 only)
Clarification
Schedule 6 Regulation 10 / Schedule 7 Regulation 8
The safety case should set out:
1. The safe operating environmental and
meteorological conditions for the installation. This
should be based on the original design and current
guidance.
2. The seabed and soil properties used to determine
the ongoing suitability of the foundation structure.
3. Suitable operating locations or the process to
determine what a suitable operating location is.
(This relates more specifically to mobile
installations)
TRIM: 2015/______
Revised: June 2016 - DRAFT
Owner: ED4.2 – Structural Integrity
Page 9 of 20
Document Title: Structural Integrity Assessment Template
Logos: DECC / HSE / OSDR Logos
Case Title - [Safety Case Title]
Duty Holder – [Company Name]
COIN Numbers - [Case] / [SVC Number]
Topic Assessor – [Name]
SCR2015 Regulatory Requirement
Criteria Met / Not Met - Assessment Comments
NAI
SC Ref
NAI
Assessment Criteria / Minimum Information
Clarification
A description of the arrangements for—
a) identifying the risks from seabed and marine hazards, including the routes and locations of pipelines, moorings of adjacent installations,
wells and other subsea equipment; and
b) assessing the risks that they pose to the installation.
Clarification
Schedule 7 Regulation 9 (Not required in Schedule 6)
The safety case should define the process used by the duty
holder to:
1. establish the seabed and other subsea hazards at
an intended location.
2. assess the effect of the identified hazards on the
integrity of the installation and the suitability of that
location.
SCR2015 Regulatory Requirement
Schedule 6 Regulation 11 / Schedule 7 Regulation 10
A description, with suitable diagrams, of the installation, including a description of—
a) the main and secondary structure of the installation and its materials;
b) ……………………….
Assessment Criteria / Minimum Information
SC Ref
Criteria Met / Not Met - Assessment Comments
The safety case should contain the following information:
1. Sufficient structural drawings of the installation to
identified main structural system and design
principles;
2. Details of the structural materials used along with
justification of why they are suitable for use on the
UKCS
TRIM: 2015/______
Revised: June 2016 - DRAFT
Owner: ED4.2 – Structural Integrity
Page 10 of 20
Document Title: Structural Integrity Assessment Template
Logos: DECC / HSE / OSDR Logos
Case Title - [Safety Case Title]
Duty Holder – [Company Name]
COIN Numbers - [Case] / [SVC Number]
Topic Assessor – [Name]
2. Structural Verification Requirements
a) SCR2015 Regulation 17(3) & 18(2) – Safety case for production installation (and non-production) installation
Assessment Criteria / Minimum Information
SC Ref
NAI
Clarification
SCR2015 Regulatory Requirement
The operator of a production installation must include with the safety case sent to the competent authority a statement, made after considering
any reports or reservations of the verifier under regulation 9(2)(d), (3)(b) and (4)(c), that the record of safety and environmental-critical elements
and their scheme of maintenance are or will be suitable.
Criteria Met / Not Met - Assessment Comments
The safety case should give sufficient detail to demonstrate
the following in relation to the verification of the structural
integrity of the installation
a) A verification scheme identifying the structure as a
safety and environmental critical element exists or
will exist;
b) An independent verifier has or will comment on the
adequacy of the verification scheme;
c) The performance standards used to ensure
structural integrity.
TRIM: 2015/______
Revised: June 2016 - DRAFT
Owner: ED4.2 – Structural Integrity
Page 11 of 20
Document Title: Structural Integrity Assessment Template
Logos: DECC / HSE / OSDR Logos
Case Title - [Safety Case Title]
Duty Holder – [Company Name]
COIN Numbers - [Case] / [SVC Number]
Topic Assessor – [Name]
3. Dismantlement Requirements
a) SCR2015 Regulation 16 (1) a & b – Management and control of major accident hazards
SCR2015 Regulatory Requirement
the duty holder’s management system is adequate to ensure—
(i)
that the relevant statutory provisions will, in respect of matters within the duty holder’s control, be complied with; and
(ii)
that the management of arrangements with contractors and sub-contractors is satisfactory;
(b)
the duty holder has established adequate arrangements for audit and for the making of reports of the audit;
Assessment Criteria / Minimum Information
SC Ref
NAI
(a)
Clarification
16.—(1) A duty holder who prepares a safety case pursuant to these Regulations must, subject to paragraph (2), include in the safety case
sufficient particulars to demonstrate that—
Criteria Met / Not Met - Assessment Comments
The safety case should adequately set out:
1. Key structural personnel and their role within the
dismantlement process;
2. Selection criteria and supervisory arrangements for
dismantlement contractors;
3. Arrangements for structural major accident hazard
identification and control during the dismantlement
process;
4. Arrangements for installation integrity confirmation;
5. Arrangements for managing the changing
structural principles through the dismantlement
process;
6. Arrangements for auditing and monitoring structural
activities throughout the dismantlement process.
TRIM: 2015/______
Revised: June 2016 - DRAFT
Owner: ED4.2 – Structural Integrity
Page 12 of 20
Document Title: Structural Integrity Assessment Template
Logos: DECC / HSE / OSDR Logos
Case Title - [Safety Case Title]
Duty Holder – [Company Name]
COIN Numbers - [Case] / [SVC Number]
Topic Assessor – [Name]
b) SCR2015 Regulation 16 (1) c,d & e – Management and control of major accident hazards
SCR2015 Regulatory Requirement
all hazards with the potential to cause a major accident have been identified;
all major accident risks have been evaluated, their likelihood and consequences assessed, including any environmental, meteorological
and seabed limitations on safe operations, and that suitable measures, including the selection and deployment of associated safety and
environmental-critical elements have been, or will be, taken to control those risks to ensure that the relevant statutory provisions will be
complied with; and
(e)
in the case of a non-production installation, all the major hazards have been identified for all operations the installation is capable of
performing.
Assessment Criteria / Minimum Information
SC Ref
NAI
(c)
(d)
Clarification
16.—(1) A duty holder who prepares a safety case pursuant to these Regulations must, subject to paragraph (2), include in the safety case
sufficient particulars to demonstrate that—
Criteria Met / Not Met - Assessment Comments
The safety case should address the structural integrity
issues relating to :
1. Reliability of existing structural information about
the installation;
2. Capability of existing structure to deal with
dismantlement proposals;
3. Suitability of proposed dismantlement method;
4. Operational limitations of heavy lift vessels;
5. Structural alterations necessary to prepare the
structure for heavy lifting;
TRIM: 2015/______
Revised: June 2016 - DRAFT
Owner: ED4.2 – Structural Integrity
Page 13 of 20
Document Title: Structural Integrity Assessment Template
Logos: DECC / HSE / OSDR Logos
Case Title - [Safety Case Title]
Duty Holder – [Company Name]
COIN Numbers - [Case] / [SVC Number]
Topic Assessor – [Name]
c) SCR2015 Schedule 8 – Particulars to be included in a current safety case in respect of the dismantling of a fixed installation
Assessment Criteria / Minimum Information
SC Ref
NAI
A description of how the proposed arrangements, methods and procedures for dismantling the installation and connected pipelines take
adequate account of the design and method of construction of the installation and its plant.
Clarification
SCR2015 Regulatory Requirement
Schedule 8 Regulation 5
Criteria Met / Not Met - Assessment Comments
The safety case should demonstrate how the following
have been considered when identifying the proposed
dismantlement method:
1. Original design;
2. Construction method;
(b) a description of the risks of a major accident associated with the decommissioning of the installation to workers and the
environment, the total exposed population, and the risk control measures;
Assessment Criteria / Minimum Information
SC Ref
Criteria Met / Not Met - Assessment Comments
The safety case should contain sufficient information
to demonstrate the following have been completed
1. Assessment of major accident hazards resulting
in either major damage to or uncontrolled
dismantlement of the structure
2. Sufficient measures have been implemented to
control risks identified from the assessment
above.
TRIM: 2015/______
Revised: June 2016 - DRAFT
Owner: ED4.2 – Structural Integrity
NAI
In the case of the dismantling of a fixed production installation—
Clarification
SCR2015 Regulatory Requirement
Schedule 8 Regulation 6 (b)
Page 14 of 20
Document Title: Structural Integrity Assessment Template
Logos: DECC / HSE / OSDR Logos
Case Title - [Safety Case Title]
Duty Holder – [Company Name]
COIN Numbers - [Case] / [SVC Number]
Topic Assessor – [Name]
4. Design / Relocation Notification Requirements
a) SCR2015 Schedule 5 – Design / Relocation Notification Requirements
Where this template is used to aid the inspection of the structural aspects of a Design or Relocation Notification the inspector needs to consider the relevant
information supplied the meet the requirements of Schedule 5 of the regulations. The inspector is not required to assess or accept the submission but in
completing their inspection they must identify any potential Non Acceptance Issues to draw to the attention of the duty holder. The information supplied does
not need to be assessed against the full requirements for structural integrity in a safety case, however, reference to the full requirements outlined in Sections 1
& 2 above may be useful when forming an opinion and recording it below.
(2) A general description of the means by which the management system of the operator will ensure that the structure and plant of the installation will
be designed, selected, constructed and commissioned in a way which will control major accident risks to comply with the relevant statutory provisions.
Assessment Criteria / Minimum Information
SC Ref
Potential NAI
SCR2015 Regulatory Requirement
Schedule 5 - Particulars to be included in a design notification or a relocation notification
Criteria Met / Not Met - Inspection Comments
The design notification should set out the following:
a) A competent structural design and construction
team has been appointed
b) An effective management system is in place to
address all structural design and construction
aspects.
(3) A description of the design process from an initial concept to the submitted design or selection of an existing installation, the relevant standards
used and the design philosophy used to guide the process.
Assessment Criteria / Minimum Information
SC Ref
Potential NAI
SCR2015 Regulatory Requirement
Schedule 5 - Particulars to be included in a design notification or a relocation notification
Criteria Met / Not Met - Inspection Comments
The design notification should set out:
a) What different structural options were considered;
b) Why the preferred solution was selected;
c) What design standards have been used;
TRIM: 2015/______
Revised: June 2016 - DRAFT
Owner: ED4.2 – Structural Integrity
Page 15 of 20
Document Title: Structural Integrity Assessment Template
Logos: DECC / HSE / OSDR Logos
Case Title - [Safety Case Title]
Duty Holder – [Company Name]
COIN Numbers - [Case] / [SVC Number]
Topic Assessor – [Name]
SCR2015 Regulatory Requirement
Schedule 5 - Particulars to be included in a design notification or a relocation notification
(a)
the chosen design concept in relation to the major hazard scenarios for the particular installation and its intended location, and the primary risk
control features, including suitable diagrams, and a summary of the other design options which were considered;
(b)
(c)
how the chosen design concept is intended to ensure—
(i)
compliance with the requirements set out in regulations 5 (requirements as to operational integrity and composition) and 10 (integrity in
dismantlement) of the Offshore Installations and Wells (Design and Construction, etc.) Regulations 1996( ); and
(ii)
that risks with the potential to cause a major accident are reduced to the lowest level that is reasonably practicable; and
Potential NAI
(4) A description of—
the criteria used to select the chosen design concept and the process by which the selection was made.
Assessment Criteria / Minimum Information
SC Ref
Criteria Met / Not Met - Inspection Comments
The design notification should set out:
a) The major accident scenarios which could have an
effect on the structure;
b) How the structure has been designed to address
such major accident hazards;
c) How the designers allowed for the structure to be
dismantled;
d) Details of the criteria used to establish the selected
design concept.
TRIM: 2015/______
Revised: June 2016 - DRAFT
Owner: ED4.2 – Structural Integrity
Page 16 of 20
Document Title: Structural Integrity Assessment Template
Logos: DECC / HSE / OSDR Logos
Case Title - [Safety Case Title]
Duty Holder – [Company Name]
COIN Numbers - [Case] / [SVC Number]
Topic Assessor – [Name]
SCR2015 Regulatory Requirement
Potential NAI
Schedule 5 - Particulars to be included in a design notification or a relocation notification
(5) A suitable plan of the intended location of the installation and of anything which may be connected to it, and particulars of—
(a)
(b)
the meteorological and oceanographic conditions to which the installation may foreseeably be subject; and
the properties of the seabed and subsoil at its intended location..
Assessment Criteria / Minimum Information
SC Ref
Criteria Met / Not Met - Inspection Comments
The design notification should set out:
a) The intended installation location;
b) The meteorological and oceanographic conditions
the installation must withstand;
c) The seabed and subsoil conditions.
(6) A description of any environmental, meteorological and seabed limitations on safe operations, and the arrangements for identifying risks from
seabed and marine hazards such as pipelines and the moorings of adjacent installations.
Assessment Criteria / Minimum Information
SC Ref
Potential NAI
SCR2015 Regulatory Requirement
Schedule 5 - Particulars to be included in a design notification or a relocation notification
Criteria Met / Not Met - Inspection Comments
The design notification should the maximum conditions the
structure of the installation is designed to operate in.
TRIM: 2015/______
Revised: June 2016 - DRAFT
Owner: ED4.2 – Structural Integrity
Page 17 of 20
Document Title: Structural Integrity Assessment Template
Logos: DECC / HSE / OSDR Logos
Case Title - [Safety Case Title]
Duty Holder – [Company Name]
COIN Numbers - [Case] / [SVC Number]
Topic Assessor – [Name]
Potential NAI
SCR2015 Regulatory Requirement
Schedule 5 - Particulars to be included in a design notification or a relocation notification
(7) Particulars of the types of operation, and activities in connection with an operation, which the installation is capable of performing.
Assessment Criteria / Minimum Information
SC Ref
Criteria Met / Not Met - Inspection Comments
SCR2015 Regulatory Requirement
Schedule 5 - Particulars to be included in a design notification or a relocation notification
(9) A description of the verification scheme which complies with regulation Error! Reference source not found. and an initial list of the safety and
environmental-critical elements and their required performance.
Assessment Criteria / Minimum Information
SC Ref
Potential NAI
The design notification should set out what operations the
structural design has assumed can be carried out. This will
have implications for the loads the structure is capable of
carrying.
Criteria Met / Not Met - Inspection Comments
The design notification should set out how structural design
and construction activities are addressed within the
verification scheme.
TRIM: 2015/______
Revised: June 2016 - DRAFT
Owner: ED4.2 – Structural Integrity
Page 18 of 20
Document Title: Structural Integrity Assessment Template
Logos: DECC / HSE / OSDR Logos
Case Title - [Safety Case Title]
Duty Holder – [Company Name]
COIN Numbers - [Case] / [SVC Number]
Topic Assessor – [Name]
(11) Where a non-production installation is to be converted for use as a production installation, a justification demonstrating that the installation is
suitable for such conversion.
Assessment Criteria / Minimum Information
SC Ref
Potential NAI
SCR2015 Regulatory Requirement
Schedule 5 - Particulars to be included in a design notification or a relocation notification
Criteria Met / Not Met - Inspection Comments
The design notification should set out why the existing
structure is suitable for such a conversion or what structural
remedial works are require and why they are appropriate.
(12) Where a production installation is to be moved to a new location to serve a different production operation, a demonstration that the installation is
suitable for the proposed production operation..
Assessment Criteria / Minimum Information
SC Ref
Potential NAI
SCR2015 Regulatory Requirement
Schedule 5 - Particulars to be included in a design notification or a relocation notification
Criteria Met / Not Met - Inspection Comments
The design notification should set out why the existing
structure is suitable for such a to be placed in the desired
new location. Particular consideration must be given to
seabed, sub soil, environmental and metrological conditions
as well as changes to the loadings from operational
conditions.
TRIM: 2015/______
Revised: June 2016 - DRAFT
Owner: ED4.2 – Structural Integrity
Page 19 of 20
Document Title: Structural Integrity Assessment Template
Logos: DECC / HSE / OSDR Logos
Case Title - [Safety Case Title]
Duty Holder – [Company Name]
COIN Numbers - [Case] / [SVC Number]
Topic Assessor – [Name]
STRUCTURAL INTEGRITY REQUIREMENTS - ASSESSMENT SUMMARY
NAI – Non Acceptance Issue
SCR2015 Regulatory Requirement
Clarification
Required
NAI
Required
Conclusion
1. Structural Integrity Assurance Requirements
a) SCR2015 Regulation 16 (1) a & b – Management
and control of major accident hazards
b) SCR2015 Regulation 16 (1) c, d & e – Management
and control of major accident hazards
c) Schedules 6 & 7 – Particulars to be included in a
safety case for the operation of a production / nonproduction installation
2. Structural Verification Requirements
a) Regulation 17(3) & 18(2) – Safety case for
production installation (and non-production
installation
3.Dismantlement Requirements
a) SCR2015 Regulation 16 (1) a & b – Management
and control of major accident hazards
b) SCR2015 Regulation 16 (1) c, d & e – Management
and control of major accident hazards
c) Schedule 8 – Particulars to be included in a current
safety case in respect of dismantling of a fixed
installation.
4. Design / Relocation Notification Requirements
a) Schedule 5 – Particulars to be included in a design
notification or a relocation notification
TRIM: 2015/______
Revised: June 2016 - DRAFT
Owner: ED4.2 – Structural Integrity
Page 20 of 20
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