Oil and Gas and Sulphur Operations in the Outer Continental Shelf (OCS)-Fixed and Floating Platforms and Structures and Documents Incorporated by Reference, 41556-41583 [05-14038]
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Federal Register / Vol. 70, No. 137 / Tuesday, July 19, 2005 / Rules and Regulations
DEPARTMENT OF THE INTERIOR
Minerals Management Service
30 CFR Part 250
RIN 1010–AC85
Oil and Gas and Sulphur Operations in
the Outer Continental Shelf (OCS)—
Fixed and Floating Platforms and
Structures and Documents
Incorporated by Reference
Minerals Management Service
(MMS), Interior.
ACTION: Final rule.
AGENCY:
SUMMARY: This rule amends our
regulations concerning platforms and
structures to include coverage of
floating offshore oil and gas production
platforms. The rule also incorporates
into MMS regulations a body of industry
standards pertaining to floating
production systems (FPSs). Limited
changes are also made to regulations
concerning oil and gas production safety
systems; and pipelines and pipeline
rights-of-way. These changes are needed
because of the rapid increase in
deepwater exploration and
development, and industry’s increasing
reliance on floating facilities for those
activities. Incorporating the industry
standards into MMS regulations will
save the public the costs of developing
separate, and possibly duplicative,
government standards, and will
streamline our procedures for reviewing
and approving new offshore floating
platforms.
DATES: This rule becomes effective on
August 18, 2005. The incorporation by
reference of the publications listed in
the regulation is approved by the
Director of the Federal Register as of
August 18, 2005.
FOR FURTHER INFORMATION CONTACT:
Tommy Laurendine, Chief, Office of
Structural and Technical Support
(OSTS) at (504) 736–5709 or FAX (504)
736–1747.
SUPPLEMENTARY INFORMATION:
Background
In response to the rapid increase in
deepwater oil and gas exploration and
development, on December 27, 2001,
MMS published a proposed rule (66 FR
66851–66865) to amend subpart I of 30
CFR part 250—Platforms and Structures.
The proposed rule was designed to
streamline the permitting process for
floating platforms, and to incorporate by
reference into MMS regulations industry
standards addressing various aspects of
FPSs.
The remarkable increase in oil and gas
exploration, development, and
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production in deepwater is due to the
development of new technologies that
(1) enable drilling and production in
deeper waters; and (2) reduce
operational costs and risks. In 1993,
deepwater areas of the OCS (water
depths greater than 1,000 feet, or 305
meters) accounted for approximately 12
percent of the oil and 2 percent of the
gas of total offshore production.
Discovery and development of
deepwater fields began accelerating in
1994. By the end of 2004, deepwater
areas accounted for about 62 percent of
the oil and 32 percent of the gas of total
offshore production.
The productivity of the new
deepwater wells is enormous compared
to past wells in more shallow waters.
Historically, offshore wells generally
have produced between 200 and 300
barrels (bbls) of oil per day. However,
some deepwater wells have produced at
rates over 30,000 bbls per day. Success
in deepwater is evident in both the high
production rates and sustained drilling
for new discoveries announced each
year. Exploratory drilling has moved
into water depths of over 10,000 feet
(3,048 meters).
By 2003, 27 permanent development
platforms had been approved for
installation in waters over 1,000 feet
deep (305 meters). Of these, 16
structures are floating platforms and 11
are fixed. All of these production
platforms were approved on a case-bycase basis under existing regulations.
However, it will streamline the
permitting process for MMS to have a
designated body of standards to
specifically deal with the whole new
class of floating production platforms.
The offshore oil and gas industry has
already developed its own body of
standards because of the recognized
need to streamline the design process
for floating platform facilities and their
subsystems. In addition to describing
the primary platform facilities, the
industry standards also govern
production and pipeline risers, stationkeeping and mooring systems, flexible
pipelines, and hazards analysis.
Use of Industry Standards
Under existing regulations, lessees
and operators must use standards that
are acceptable to MMS or they will not
receive a permit to proceed with their
development plans. If they do not
choose to use standards already
incorporated in the regulations, they
have the option to use equivalent
standards, provided they first obtain our
approval.
The 1996 National Technology
Transfer and Advancement Act
(NTTAA) (Pub. L. 104–113) directs
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Federal agencies to achieve greater
reliance on voluntary standards and
standards-developing organizations by
participating in developing voluntary
standards without dominating the
process. The NTTAA encourages ‘‘the
use by Federal agencies of private sector
standards, emphasizing where possible
the use of standards developed by
private, consensus organizations’’ to
eliminate ‘‘unnecessary duplication and
complexity’’ in developing standards
and regulations. Office of Management
and Budget (OMB) Circular A–119
specifies the requirements for Federal
agencies to implement the NTTAA.
According to Circular A–119, agencies
must use domestic and international
voluntary consensus standards in their
regulatory and procurement activities
instead of government standards, unless
they determine that the use of
consensus standards would be
inconsistent with applicable law or
otherwise impractical.
The Purpose of This Rule
The purpose of this rule is to
incorporate into MMS regulations a
body of industry standards that will
enable MMS to more efficiently examine
plans and issue permits for floating
offshore platforms. Until this
rulemaking, MMS regulations have not
specifically addressed these facilities
separately from fixed platforms.
Therefore, this rule includes a complete
rewrite of subpart I of 30 CFR part 250
to address floating platforms. This rule
also modifies select sections of subpart
J concerning the incorporation of
American Petroleum Institute (API)
Spec 17J and its use when installing
pipelines constructed of unbonded
flexible pipe. Select sections of subpart
H are modified to reference API
Recommended Practice (RP) 14J as well
as API Spec 17J. Incorporating the
voluntary industry standards will save
the public the cost of developing
government-specific standards.
This rule will enhance the efficient
exploration and development of the
most promising new sources of United
States oil and gas supplies in the
deepwater areas of the OCS in two
ways. First, it will provide more
certainty to the lessees’ design engineers
so that they will know in advance what
design criteria are acceptable to MMS.
Second, it will enhance MMS engineers’
abilities to review each new project to
ensure structural integrity, operational
and human safety, and environmental
protection. The rule will establish a
single body of standards on which each
new project can be based, and result in
streamlining the regulatory review
process.
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Incorporating the industry standards
into MMS regulations will dictate that
respondents comply with the
requirements in the incorporated
documents. This includes certified
verification agent (CVA) reviews and
hazards analyses. This will increase the
number of CVA nominations and
reports associated with the facilities,
and require hazards analysis
documentation for new floating
platforms. (In some of the industry
standards, the CVA is referred to as an
independent verification agent (IVA)).
Industry sources estimate that it will
cost an average of $1.2 million to apply
hazards analysis to each new floating
production facility. Requiring the
industry hazards analysis standard for
all new deepwater floating production
platforms will be the most costly
element of this rule.
With this final rule, MMS will
incorporate seven API standards, and
one American Welding Society (AWS)
standard. MMS has actively participated
in developing several of these standards,
and believes that it would be difficult
for the agency to write government
regulations that would be either as
technically detailed or as broad in scope
as the standards. Incorporating these
standards will help reduce the size and
complexity of subpart I. Moreover,
writing government regulations
embodying these standards would be
time-consuming and not economically
efficient. Nor could it be done with the
same level of expertise that was
involved in the industry effort. MMS
believes that it is entirely within the
letter and spirit of the NTTAA that these
voluntary industry standards be
incorporated into our regulations. It is
in the public interest that MMS adopt
these standards.
The eight industry standards to be
incorporated are as follows:
(1) API RP 2RD, Design of Risers for
Floating Production Systems (FPSs) and
Tension-Leg Platforms (TLPs), First
Edition, June 1998, API Order No.
G02RD1. This standard covers drilling,
production, and pipeline risers
associated with all FPSs, including
spars, TLPs, column stabilized units
(CSUs), and floating production, storage,
and offloading units (FPSOs). Moreover,
it deals with construction of flexible
riser systems, which are not explicitly
covered under current regulations.
(2) API RP 2SK, Recommended
Practice for Design and Analysis of
Stationkeeping Systems for Floating
Structures, Second Edition, December
1996, Effective Date: March 1, 1997, API
Order No. G02SK2. This standard
addresses station-keeping systems for
floating platforms. These systems are
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not explicitly covered under current
regulations.
(3) API RP 2T, Recommended Practice
for Planning, Designing, and
Constructing Tension Leg Platforms,
Second Edition, August 1997, API Order
No. G02T02. Over the past 13 years,
every application for a TLP installation
in the OCS has relied on API RP 2T as
the basis for its design. MMS has
approved each of these applications on
a case-by-case basis. There are now
eight such installations in deepwater
areas. For all practical purposes, API RP
2T is the de facto industry guideline on
the design and construction of TLPs. In
some areas, API RP 2T relies heavily on
the analysis contained in API RP 2A,
which is already incorporated into MMS
regulations, particularly for
environmental loading and foundation
and anchoring factors. Considered by
itself, API RP 2T imposes no new
reporting requirements or third-party
review requirements.
(4) API RP 2FPS, Recommended
Practice for Planning, Designing, and
Constructing Floating Production
Systems, First Edition, March 2001, API
Order No. G2FPS1. API RP 2FPS serves
as an ‘‘umbrella document’’ for all FPSs,
except for TLPs (covered by API RP 2T).
It incorporates as second-tier standards
the requirements of API RP 2RD, API RP
2SK, API RP 14J, API Spec 17J, and
those of other standards. Considered by
itself, API RP 2FPS imposes no new
reporting requirements or third-party
review requirements.
(5) API RP 14J, Recommended
Practice for Design and Hazards
Analysis for Offshore Production
Facilities, First Edition, September 1,
1993, API Order No. 811–07200.
Implementing this standard for all new
deepwater floating production platforms
will be the most costly element of this
rule for industry. During 2000, a
consensus was reached within the
industry that the complexities and
safety issues involved in FPSs warrant
the application of this standard to all
new FPSs, variously described as CSUs,
TLPs, spars, and FPSOs, etc. Deepwater
FPSs are the most complex systems on
the OCS, and can include numerous
production wells that flow at over
20,000 bbls per day. Therefore, MMS
has concluded that new floating
production facilities should be assigned
the highest priority for conducting
hazards analysis. This analysis should
follow one or more of the methods
described in API RP 14J. Further, MMS
believes it is most efficient to address
potential safety and environmental
hazards during the facility design phase.
(Hazards analysis is much less useful
and less cost-effective when applied to
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facilities that are already installed.)
MMS will require an analysis of
operational hazards to be included as an
integral part of all Deepwater
Operations Plans. Industry sources
estimate that it will cost an average of
$1.2 million to apply API RP 14J
hazards analysis in the design of each
new floating production facility.
(6) API Specification (Spec) 17J,
Specification for Unbonded Flexible
Pipe, Second Edition, November 1999,
Effective Date: July 1, 2000, API Order
No. G17J02. For several years MMS has
been permitting remote subsea wells
that use flexible pipe for deep sea
production pipelines. API Spec 17J
serves the interests of environmental
protection and safety by providing
guidance to both regulators and industry
on the proper design and construction
of flexible pipelines and flowlines. The
industry projects that up to 50 percent
of future deepwater wells will be remote
subsea wells tied back to existing
production platforms. There will also be
an increasing number of shallow water
subsea tie-backs. Therefore, this
standard will be essential for future
production operations.
(7) American Welding Society, AWS
D3.6M:1999, Specification for
Underwater Welding (AWS D3.6M).
MMS refers to this document every time
we receive an application for an
underwater welding repair. This
document is analogous and
complementary to the AWS Standard
D1.1 (Structural Welding Code-Steel),
which is used for above-water welding.
Both AWS D1.1 and AWS D1.4
(Structural Welding Code-Reinforcing
Steel) have been incorporated into
current MMS regulations for over 20
years. Further, MMS was a member of
the subcommittee which developed
AWS D3.6M. Underwater welding is
used infrequently because of the
expense involved in making such
repairs. However, it has been used with
great success over the years to solve
several complex underwater repair
problems, some in very deep water.
MMS presently receives applications for
underwater welding repairs on an
infrequent basis, and AWS D3.6M is the
primary document the industry follows
for these purposes. This standard needs
to be incorporated into our regulations
because MMS anticipates a growing
future need for underwater welding
repairs. Considered by itself, AWS
D3.6M imposes no new reporting
requirements or third-party review
requirements.
(8) API RP 2SM, Recommended
Practice for Design, Manufacture,
Installation, and Maintenance of
Synthetic Fiber Ropes for Offshore
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Mooring, First Edition, March 2001, API
Order No. G02SM1. This is a new API
RP that addresses an important
component of offshore mooring systems.
To date, synthetic fiber ropes have seen
only limited use in the mooring systems
of floating OCS platforms. Given the
lack of long-term experience with the
use of synthetic fiber rope, API RP 2SM
will serve as the primary reference
document for use in approving
applications which propose the use of
such mooring systems. MMS was a
member of the API subcommittee which
developed API RP 2SM.
Regulatory Changes in Addition to
Documents Incorporated by Reference
This final rule totally reorganizes
subpart I. Much of this reorganization is
a result of MMS’’ incorporation of the
21st edition of API RP 2A WSD,
Recommended Practice for Planning,
Designing and Constructing Fixed
Offshore Platforms—Working Stress
Design; Twenty-First Edition, December
2000. This document was incorporated
into MMS regulations, under separate
rulemaking, on April 21, 2003. The
incorporation allowed the elimination
of much of the verbiage in the current
subpart I regulations. Subpart I was
further reorganized for clarity in this
final rule.
In addition to incorporating new
industry documents, the revised subpart
I adds language specific to FPSs. This
language complements the December
16, 1998, Memorandum of
Understanding (MOU) between MMS
and the U.S. Coast Guard (USCG) that
was published in the Federal Register
on January 15, 1999 (64 FR 2660). The
MOU describes our respective and
overlapping responsibilities for
regulating oil and gas activities on the
OCS.
Discussion and Analysis of Comments
Since the MMS first proposed this
rule in December 2001, the location and
numbering of many of the proposed
regulatory sections has changed. In
some cases, the changes were made to
provide a more logical progression of
the approval process. In other instances,
proposed regulatory sections were
moved and renumbered in this final rule
to accommodate industry commentors’
suggestions and additions to the
proposed rules. The following table
shows the final rule section numbers
and the original proposed sections:
Final section of 30 CFR
Proposed section of 30 CFR
§ 250.105 ..................................................................................................
§ 250.198 ..................................................................................................
§ 250.199 ..................................................................................................
Proposed wording deleted from final rule. ...............................................
§ 250.800 ..................................................................................................
§ 250.803 ..................................................................................................
§ 250.900 ..................................................................................................
§ 250.901 ..................................................................................................
§ 250.902 ..................................................................................................
§ 250.903 ..................................................................................................
§ 250.904 ..................................................................................................
§ 250.905 ..................................................................................................
§ 250.906 ..................................................................................................
§ 250.105
§ 250.198
New content not in proposed rule.
§ 250.204
§ 250.800
§ 250.803
§ 250.900
§ 250.901
§ 250.917
§ 250.914
New content not in proposed rule.
§ 250.902
These requirements are not in the proposed rule. Requirements are
from superseded regulations at § 250.909.
§ 250.915
§ 250.913
New content not in proposed rule.
§ 250.903
§ 250.904
§ 250.905 and § 250.907
§ 250.906
§ 250.908
§ 250.909
§ 250.910
§ 250.911
§ 250.912
§ 250.916
New content not in proposed rule.
§ 250.913; new content not in proposed rule.
§ 250.1002
§ 250.1007
§ 250.907 ..................................................................................................
§ 250.908 ..................................................................................................
§ 250.909 ..................................................................................................
§ 250.910 ..................................................................................................
§ 250.911 ..................................................................................................
§ 250.912 ..................................................................................................
§ 250.913 ..................................................................................................
§ 250.914 ..................................................................................................
§ 250.915 ..................................................................................................
§ 250.916 ..................................................................................................
§ 250.917 ..................................................................................................
§ 250.918 ..................................................................................................
§ 250.919 ..................................................................................................
§ 250.920 ..................................................................................................
§ 250.921 ..................................................................................................
§ 250.1002 ................................................................................................
§ 250.1007 ................................................................................................
Eight organizations submitted nine
comments on the proposed rulemaking.
Respondents included the American
Bureau of Shipping (ABS); the Offshore
Operator’s Committee (OOC); Shell
Exploration & Production Company
(Shell), which commented twice; the
Independent Petroleum Association of
America (IPAA); the National Ocean
Industries Association (NOIA);
ChevronTexaco; Newfield Exploration
Company (Newfield); and ATP Oil &
Gas Corporation (ATP). These
respondents raised a number of complex
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issues that are discussed immediately
below.
Issue No. 1: Subpart I Should Be Broken
Down To Separately Address Fixed and
Floating Platforms
ChevronTexaco commented as
follows:
There are significant differences between
the two field development concepts covered
by the proposed rewrite of Subpart I: The
fixed production platform and the floating
production platform. These differences
include such things as number of
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deployments of each concept (a handful of
floating production platforms versus
thousands of shallow and deepwater fixed
platforms); design, fabrication, and
installation complexity; availability of design
firms and CVA firms; and cost.
ChevronTexaco suggests that forcing one
Subpart to cover both concepts is extremely
confusing, lacks focus on the unique
characteristics of the individual concepts,
and creates a document that is difficult to
read. ChevronTexaco recommends two
distinctly separate sections of CFR 250, either
within Subpart I, or preferably in a new
Subpart covering floating production
platforms. Ultimately, ChevronTexaco feels
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this will provide for a clearer document by
removing the ambiguities created by
attempting to use wording originally written
for fixed platform in rules for floating
platforms.
More specifically, OOC commented
concerning proposed § 250.902
(§ 250.905 in the final rule):
* * * The proposed regulations seems
[sic] to assume that the design stages of a
floating platform matches that for a fixed
platform. For a fixed platform, in many cases
the platform is fully designed and is then
fabricated. For a floating platform, the design
may be done in stages with fabrication
commencing on various systems prior to the
final design of other systems. This rule
making does not seem to take this into
account. We suggest that MMS investigate
project sequencing and take that into account
in the rulemaking.
NOIA, Shell, and Newfield all
provided similar comments on this
question.
The Platform Verification Program
(PVP) described in this final rule at
§§ 250.909—250.918 (§§ 250.903—
250.912 in the proposed rule) covers all
new floating production platforms and
fixed platforms meeting one or more of
five very specific criteria: (1) Platforms
installed in water depths exceeding 400
feet (122 meters); (2) platforms having
natural periods in excess of 3 seconds;
(3) platforms installed in areas of
unstable bottom conditions; (4)
platforms having configurations and
designs which have not previously been
used or proven for use in the area; or (5)
platforms installed in seismically active
areas. The final rule language was
changed to highlight the differences
between the requirements for fixed and
floating structures, but MMS concluded
that separate subparts were not
necessary.
MMS agrees that the third-party
justification procedures for fixed versus
floating platforms can differ
significantly based on certification
procedures (e.g., use of a CVA versus a
classification society) and the regulatory
agencies involved (e.g., primarily MMS
for a fixed platform, versus both MMS
and USCG for a floating platform). The
regulatory language for certification
under the PVP is written broadly so that
it can cover both fixed and floating
platforms.
The specific path to obtain approval
for a particular platform will be based
on the structural components and
environmental conditions peculiar to
that platform. It is quite conceivable that
a floating platform will undergo more
complicated design, CVA, and approval
processes than a fixed platform. After
evaluating the comments, MMS
concluded that it is better to allow
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engineering staffs to use their judgment
in obtaining the various approvals than
to try to write a ‘‘cookbook’’ regulation
on the step-by-step certification or
classification process for the design,
fabrication, and installation of a
hypothetical platform.
New innovations in offshore
platforms are constantly emerging, and
it would be impractical, if not
impossible, to cover all the
permutations in design or construction
that could eventually evolve. The fact
that most of the deepwater facilities
MMS has permitted are floating
facilities provides convincing evidence
in favor of staying flexible in adapting
our regulations to various types of
facilities.
Some commentors believe it would be
more confusing to separate subpart I
into ‘‘fixed’’ and ‘‘floating’’ components,
because of the many systems and
technical problems which both types of
platforms have in common. MMS
agreed, and concluded that it was less
satisfactory to have two subsections,
because the greater specificity
concerning either type of system could
encourage more micro-managing in the
final regulations. This could lead to less
flexibility for innovative designs.
OOC commented concerning
proposed § 250.901(a):
* * * In lieu of listing the standards for
fixed and floating platforms together, it
would be clearer if three lists were given: 1.
Fixed only, 2. floating only and 3. fixed and
floating. This would eliminate confusion on
the applicability of standards such as 14J
which only new floating platforms have to
meet.
Shell and Newfield provided similar
comments.
MMS agreed, and has added a chart
to the final regulation to reduce
confusion about the applicability of
referenced industry standards.
Issue No. 2: The Subpart I Revisions Do
Not Follow the MOU Between MMS and
USCG
OOC, in commenting on proposed
§ 250.904(e), now final § 250.911(g),
asserted that ‘‘The MOU gives the USCG
sole jurisdiction over the structural
design of ship-shaped hulls and
superstructures.’’
MMS disagrees, and believes that this
assertion oversimplifies the MOU
provisions assigning MMS’s and USCG’s
respective and joint responsibilities for
offshore floating platforms. The specific
items listed in proposed § 250.903(b),
and now in § 250.910(b) of this final
rule, include the following structures
normally associated with floating
platforms: (1) Drilling and production
risers, and riser tensioning systems; (2)
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turrets and turret-and-hull interfaces; (3)
foundations and anchoring systems; and
(4) mooring or tethering systems. The
following paragraphs address these
items in their respective order with
regard to the MOU between MMS and
USCG.
Section III of the MOU contains a
table listing the agencies’ respective and
joint responsibilities associated with
mobile offshore drilling units (MODUs)
and fixed and floating OCS facilities.
The table indicates in Item 2.c that, for
all floating facilities, MMS is the lead
agency for ‘‘risers (drilling, production,
and pipeline)’’ and further notes that
‘‘Some pipeline risers may be subject to
the Research and Special Programs
Administration’s (RSPA) jurisdiction’’
(64 FR 2662).
Concerning ‘‘turrets and turret-andhull interfaces,’’ Item 2.a of the MOU
Section III table states as follows (64 FR
2661):
USCG responsibilities for fabrication,
installation, and inspection of floating units
are found in 33 CFR Subchapter N. MMS
responsibilities are found in 30 CFR Subpart
I. USCG and MMS will each review the
design of the turret and turret/hull interface
structure for ship-shaped floating facilities.
All other aspects of the design and
fabrication of all ship-shape floating facilities
will receive only USCG review. All design,
fabrication, and installation activities of all
non-ship-shape floating facilities will be
reviewed by both agencies.
Thus the MOU clearly shows that
MMS and USCG both have
responsibility for reviews of the turret
and turret/hull interface structure of
ship-shaped floating facilities.
Concerning ‘‘foundations and
anchoring systems,’’ Item 4.a of the
MOU Section III table indicates that
MMS is the lead agency for foundations
for both fixed and floating facilities (64
FR 2662). The MOU was written this
way because MMS is the Federal agency
with the geotechnical expertise essential
for reviewing and evaluating foundation
integrity for fixed and floating
production platforms.
Closely related to ‘‘foundations and
anchoring systems’’ are ‘‘mooring or
tethering systems.’’ Item 4.b of the MOU
Section III table indicates that ‘‘mooring
and tethering systems’’ for floating
production facilities are under the joint
responsibility of both MMS and USCG.
USCG is unquestionably the agency
with the expertise and responsibility for
determining the safety and integrity of
the hull of a ship-shaped FPS. However,
the anchoring and mooring system for a
ship-shaped FPS is inherently different
from the anchoring and mooring system
for a ship. The FPS must remain moored
on location for many months, if not
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years, and in such a way that oil and gas
production systems will not be
adversely affected by excessive
movement. For Item 4.b, the MOU states
that ‘‘USCG is not responsible for site
specific mooring analysis.’’ The
question of an effective and safe
mooring system cannot be considered
apart from the question of the sea
bottom into which the mooring system
is anchored. Again, MMS is the agency
with the geotechnical expertise to
determine whether the mooring system
for a FPS is being anchored into stable
sediments.
OOC, commenting on proposed
§ 250.901(a) stated:
* * * In the current MOU between MMS
and USCG, the agencies have joint
jurisdiction over the structural design on
non-ship shaped hulls. USCG treats floating
production platforms as MODUs. In 46 CFR
108.113, USCG requires each unit to meet the
structural standards of the American Bureau
of Shipping ‘‘Rules for Building and Classing
Offshore Mobile Drilling Units’’. There is
concern that there could be conflicts between
the recommended practices and standards
proposed for adoption in this rulemaking and
the USCG structural requirements. Industry
has not undertaken an exhaustive study to
determine if conflicts exist. Further, it is
confusing to industry to have joint
jurisdiction over the same system, especially
when the criteria is [sic] different. It is
suggested that MMS and USCG work together
and either adopt the same criteria for systems
in which they have joint jurisdiction or that
one agency clearly be given the lead
jurisdiction for each system and move away
from the joint jurisdiction where both
agencies have to approve a system.
Shell, NOIA, and Newfield expressed
similar concerns.
MMS believes that the respondents’
concerns about coordination between
MMS and USCG are overstated. MMS
further believes that the procedures
outlined in the new subpart I and the
provisions of the MOU between MMS
and USCG are sufficient to mitigate
industry’s concerns of duplicative and
conflicting requirements between MMS
and USCG. That said, conflicts cannot
be entirely avoided. In the
responsibilities section of the current
MOU, three general classifications of
facilities are identified (i.e., MODU,
fixed facility, and floating facility). The
lead agency for each system and subsystem is also identified.
Since USCG reviews the general
marine requirements for floating
facilities from a ship perspective, and
MMS reviews oil and gas operations on
this facility from a platform perspective,
it is not always possible to adopt the
same criteria. However, the MOU
requires the identified lead agency to
coordinate with the other agency, as
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appropriate, and also requires that both
agencies work together to develop
necessary standards and to minimize
duplicative and conflicting
requirements whenever there are
overlapping responsibilities. MMS does
not believe that anything in this final
rulemaking will prevent this
coordination from continuing.
Issue No. 3: There Could Be Conflicts
Between the MMS Platform Verification
Program and the USCG Subchapter N
Requirements for Floating Facilities
OOC commented as follows in its
cover letter:
* * * In the current Memorandum of
Understanding (MOU) between MMS and
USCG, both agencies have joint jurisdiction
and responsibility to review and approve the
structural design of non ship shaped floating
platforms. Prior to this rulemaking, MMS did
not have regulations expressly covering
floating platforms; therefore, floating
platforms have been designed in accordance
with USCG regulations which rely heavily on
American Bureau of Shipping Rules for
Building and Classing Mobile Offshore
Drilling Units (ABS MODU rules). USCG has
approved the use of other rules and guides
as well as industry standards as appropriate
to supplement the ABS MODU rules. Due to
the high level of activity in deepwater and
the limited staff available within companies,
we have not undertaken an exhaustive
comparative review of the proposed
documents to be incorporated by reference
with the ABS MODU rules. However, there
is a high probability that conflicts may occur.
In the event that conflicts do occur, how will
the conflict be resolved between MMS and
USCG regulations on the same system?
The joint jurisdiction of MMS and USCG
over the same systems is confusing to
industry, especially when conflicts occur.
There are several approaches that we believe
MMS and USCG could consider to eliminate
the concern over joint jurisdiction. One
would be to adopt identical regulations for
systems subjected to joint jurisdiction. Or,
MMS and USCG could work together to
clearly identify lead agencies with the
authority to approve each system in lieu of
both agencies approving each system. Or,
since the concept of verification agents is
acceptable to both MMS and USCG, a
verification agent that is acceptable to both
agencies could review the project utilizing
the best regulations and standards for the
specific project or system, regardless if the
regulations were identical between the two
agencies.
Continuing coordination between
MMS and USCG is required during the
review and approval of OCS floating
platforms. For the reasons stated under
the preceding Issue No. 2, it is
unrealistic to expect MMS and USCG to
adopt identical standards because of the
different natures of the types of facilities
they regulate, and the separate
responsibilities assigned to each agency
by Congress. Both agencies have worked
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diligently through various MOUs over
the years to adapt their regulatory
requirements to changing technology,
circumstances, and statutory
responsibilities.
USCG is currently revising the
regulations at 33 CFR subchapter N.
Since these are draft regulations, MMS
believes it would be counterproductive
at this time to do a complete and
detailed comparison between our final
subpart I regulations and the USCG
proposed version of 33 CFR subchapter
N. Prior to finalizing subchapter N,
USCG and MMS have agreed to do a
detailed comparison of the floating
platform requirements of both agencies
to identify and eliminate potential
conflicts to the maximum extent
practicable.
Concerning the matter of CVAs that
are acceptable to both MMS and USCG,
neither MMS nor USCG believes it
should be in the business of certifying
or recommending CVAs. Nevertheless,
MMS would encourage lessees to
submit qualification statements for
CVAs that would be acceptable to both
MMS and USCG.
Issue No. 4: It Is Unclear What
Submissions MMS Expects To Receive
OOC commented concerning
proposed § 250.903(b), § 250.910(b) in
this final rule:
* * * Since the structures listed as
(1)(2)(3) and (4) are not mentioned in
(proposed) § 250.902, it is not clear what
information MMS expects to be provided in
the application process or in the CVA
process. Please clarify.
For clarity in this final rule, language
was added to the table in § 250.905(d),
(f), and (h) concerning the items listed
in proposed § 250.903(b). Briefly
summarized, MMS expects to see all
structures under our jurisdiction
submitted through the normal platform
approval process. The PVP is required
for all platforms that do not meet
standard design criteria for shallow
waters. This will always be the case for
a floating platform.
Issue No. 5: It Is Unclear What Is
Expected of the CVA Process for
Floating Platforms
Concerning proposed § 250.905(a),
OOC commented:
* * * The design verification plan
requirements are confusing. The proposed
regulation appears to be based on CVA
processes for fixed platforms. These are not
applicable for floating platforms. MMS
should write separate requirements for CVA
processes for fixed and floating systems. For
floating systems, the operator submits the
design documentation specified in (1), (2)
and (3) directly to the CVA, not to MMS to
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give to the CVA. Is this a change in the
program? Also, in most cases for a floating
system, all the required information will not
be given to the CVA at one time, but rather
will be given to the CVA in a sequential
manner as it is generated. It is recommended
that MMS investigate the process used for the
floating systems to date and modify the
proposed rule accordingly.
OOC provided nearly identical
comments on proposed § 250.905(b).
Shell provided similar comments. Those
proposed subsections were renumbered
as §§ 250.912(a) and (b) in this final
rule.
As explained above in Issue No. 1,
concerning whether subpart I should be
broken down to separately address fixed
and floating platforms, MMS agrees that
a floating platform probably will
undergo more complicated design, CVA,
and approval processes than a fixed
platform. MMS concluded that it is
better to allow the companies’
engineering staffs to use their judgment
in obtaining the various approvals
rather than for MMS to impose a rigid
step-by-step certification or
classification process for the design,
fabrication, and installation of each
style and permutation of a platform.
MMS has not changed the program
with respect to how PVP materials are
submitted to the CVA. MMS has always
required this information to be directly
provided by the operator to both MMS
and the CVA. The CVA’s
responsibilities during the design,
fabrication, and installation phases are
described in final §§ 250.916, 250.917,
and 250.918, respectively. The CVA for
each phase will not be able to perform
these responsibilities in a proper
manner without access to all the
documentation submitted to MMS.
MMS agrees with OOC that in most
cases, and for floating platforms in
particular, required information will not
be given to either the CVA or MMS at
one time, but rather will be provided in
a sequential manner as it is generated.
This is to be expected, and is acceptable
from our viewpoint. MMS is willing to
review Platform Verification and CVA
documentation as it becomes available,
and there is no requirement in our
regulations to submit it at one time. The
only MMS requirements with respect to
timing are the requirement in new
§ 250.912(a) that the lessee may not
submit its design verification plan
before submitting a Development and
Production Plan (DPP) or a
Development Operations Coordination
Document (DOCD), and the requirement
in new § 250.912(d) that operators
combine fabrication verification plans
and installation verification plans for
man-made islands.
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This final rule should make it easier
to obtain approvals for floating offshore
platforms. MMS has concluded that it is
best to issue this final rule, rather than
re-propose it with two separate CVA
processes for fixed and floating
platforms, as OOC suggests.
Concerning proposed § 250.910(d),
located at § 250.916(c) in this final rule,
OOC continued:
* * * It should also be recognized that for
floating systems, the CVA has been verifying
the design to the USCG requirements since
MMS had not established design
requirements. It will take the CVA longer to
verify the design to the new requirements. In
the cases where the CVA is also approving
the design for Class and/or USCG, they will
also have to verify the design to those
requirements.
MMS agrees that it may take the CVA
longer to verify the design to the new
regulatory requirements. For those cases
where the CVA is also approving the
design for Class and USCG
requirements, USCG will also have to
verify the design requirements. This
process is addressed in the current
MOU between MMS and USCG.
OOC and Shell requested that naval
architects be included in the list of
personnel conducting the design
verification described in proposed
§ 250.905(a). MMS agrees, and
§ 250.912(a) of our final rule has been
amended accordingly.
Concerning proposed § 250.911(f),
OOC and Shell requested, ‘‘Please
clarify if the fabrication CVA is
expected to verify the center of gravity,
etc. that is normally considered to be
part of the USCG review and approval.’’
MMS understands industry’s
concerns about coordination between
MMS and USCG, particularly regarding
floating platforms, and added language
to final §§ 250.916(b) and 250.917(b)
stating, ‘‘For floating platforms, the CVA
must ensure that the requirements of the
USCG for structural integrity and
stability, e.g., verification of center of
gravity, etc., have been met.’’
Concerning proposed § 250.905(c),
(§ 250.912(c) in this final rule), OOC
commented, ‘‘We assume that the
inspections discussed in (4) are the
inspections performed immediately
after installation to ensure that no
damage was done during the installation
activities.’’
OOC is correct. The final rule
includes revised language in
§ 250.912(c)(4) to clarify this point. In
some cases it may be desirable to
conduct intermediate inspections
during installation to ensure that the
installation is continuing according to
plan.
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Issue No. 6: The Submission and Review
Timeframes for Various Documents Are
Unclear
OOC and Shell commented
concerning the proposed § 250.904(b)
requirement for three copies each of the
design verification, fabrication
verification, and installation verification
plans, now contained in § 250.911(c) of
this final rule, that the ‘‘MMS should
establish a time frame for approval
following the submittal of the required
plans.’’
MMS does not agree. The industry
respondents themselves have all
expressed concerns about the
complexity of the new subpart I
approval processes, and uncertainty
about their own ability to provide
adequate documentation to obtain the
necessary approvals from both MMS
and USCG. The submission, review, and
approval processes are all very complex.
Therefore, MMS concluded that it
would be unwise to try to put a
scheduled approval process in place for
any segment of the PVP. As discussed
above under Issue No. 5, MMS agrees
with OOC that in most cases, and for
floating platforms in particular, required
information will not be given to either
the CVA or MMS at one time, but rather
will be provided in a sequential manner
as it is generated. The regulations do not
require that all information under the
PVP be submitted at one time.
As mentioned earlier in our
discussion of Issue No. 2, some conflicts
between MMS and USCG cannot be
avoided, and this means that there can
be no certain schedule for review and
approval. In the responsibilities section
of the MOU between MMS and USCG,
a lead agency is identified not only for
each system, but also for each subsystem. For example, each agency is
identified as the lead agency for some
aspect of the station keeping system
(including foundations, moorings, and
tethering systems; or dynamic
positioning). Each agency must review
the design of the station keeping system
with respect to foundations, moorings,
and tethering systems, since it affects
the floating stability of the facility and
the drilling and production operations
on the facility. Any disagreements will
need to be discussed and resolved, and
MMS cannot guarantee a certain review
and approval schedule in such
situations.
Concerning proposed § 250.910(d),
now § 250.916(c) in this final rule, OOC
commented:
* * * These requirements appear to be
based on fixed platforms and are not
applicable to floating platforms. The
requirement to submit the design CVA
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reports within 6 weeks of receipt of the
design data for a fixed platform is too short
a period. Recommend that the requirement
be revised to within 90 days of the receipt
of the design data, but at least prior to facility
installation. For floating platforms, the
complete design data is not provided to the
CVA in one package; therefore, there should
be some recognition of a phased approach. In
all cases, the final report should be issued to
MMS prior to installation.
Shell provided similar comments.
MMS agrees with OOC and Shell, and
amended final § 250.916(c) to specify
that the CVA must submit the design
verification report within 90 days of the
receipt of the design data. However,
MMS has also specified that the design
verification report must be submitted
before fabrication begins, rather than
before installation begins.
Also, OOC and Shell commented
concerning proposed § 250.911(f) that
the requirement to submit the
fabrication CVA reports immediately
after completion of the fabrication is not
really defined. They recommend that
the requirement be revised to within 90
days of the completion of fabrication,
but at least prior to facility installation.
MMS agrees with OOC and Shell, and
amended final § 250.917(c) to specify
that the CVA must submit the
fabrication report within 90 days of the
completion of fabrication, but before
installation begins.
OOC and Shell also commented
concerning proposed § 250.912(e) that
the requirement to submit the
installation CVA reports within 2 weeks
of completion of the installation is too
short a period. They recommended that
the requirement be revised to within 30
days of the completion of the facility
installation.
MMS agrees, and amended final
§ 250.918(c) accordingly.
Issue No. 7: MMS Should Write Clear
and Comprehensive Regulations That
Do Not Require Later Notices to Lessees
and Operators (NTLs) To Explain or
Interpret Regulations to Industry
In its cover letter to MMS concerning
the proposed rule, OOC commented:
Further, we have heard comment by MMS
that either in conjunction or following this
rulemaking effort, MMS is considering
issuing a Notice to Lessees (NTL) explaining
the interpretation of the regulation. We
believe that the regulation should be written
in a clear, comprehensive fashion such that
a NTL, if needed at all, would only cover
limited areas. Appropriate areas to be
included in a NTL would be such specifics
as a time frame for conducting inspection
under API RP 2A for existing platforms and
a list of acceptable CVAs.
MMS agrees. The agency has written
this rule to be as comprehensive and
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clear as possible to minimize the
chances that an NTL will be required. If
it is found that an NTL is needed, MMS
agrees it should only address limited,
site-specific areas, and provide guidance
on how to implement the existing
regulation.
Issue No. 8: Floating Platforms Designed
According to ‘‘Class’’ Should Not Need
Specific Approval of the MMS Regional
Supervisor
Concerning proposed § 250.901(b),
both OOC and Shell stated:
If an operator chooses to Class his floating
platform, the systems covered by Class
should be allowed to be designed to Class
rules without seeking specific approval from
the Regional Supervisor.
MMS recognizes that the decision to
design a platform according to ‘‘Class’’
requirements provides a level of safety
in verifying the structural stability of the
platform. However, since this decision
is optional and there is no requirement
to maintain the Class of a platform,
MMS must ensure that all OCS
platforms meet MMS regulations.
Therefore, all OCS platforms, including
those that the lessee or operator chooses
to design according to Class
requirements, will continue to be
specifically approved by the MMS
Regional Supervisor under current
regulations.
Concerning proposed § 250.902(j),
now § 250.905(j) in this final rule, Shell
commented:
The Certification required in (j) ‘The design
of this structure has been certified by a
recognized classification society * * *.’ is
stated as if the design at the time the
application has been made has already been
reviewed and approved. At the time the
application is made, the design of a floating
structure will NOT have been certified by a
recognized classification society. We
recommend that you restate the Certification
to ‘The design of this structure will be
certified * * *’.
MMS cannot agree with the requested
word change. Because of the schedule
on some projects, MMS receives
applications for platforms prior to the
design being completed. However, these
applications must include evidence that
the design is in the process of being
certified. Prior to installation, a final
certified design must be submitted for
approval by the MMS Regional
Supervisor.
Concerning proposed § 250.903(a),
§ 250.910(a) in the final rule, OOC and
Shell commented:
If an operator chooses to Class the
structure, the systems covered by Class
should not be subject to the Verification
program, rather the operator should be
required to submit a Class certificate once it
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is issued following the installation of the
structure.
In order for MMS to agree with the
OOC and Shell proposal, MMS would
have to agree to defer to the procedures
used to Class each floating platform, and
MMS would also have to require that
the Class for each floating platform be
maintained and renewed for the life of
the platform. As explained in its
response to the first comment on this
issue, MMS will not do that. The PVP
is not an optional program in lieu of
designing a platform according to Class
requirements. This program has served
MMS and industry well, and MMS
intends to continue to maintain the
program of third party verification for
platform design, fabrication, and
installation. Under the OCS Lands Act,
MMS is obligated to oversee oil and gas
exploration, development, and
production operations on the OCS to
ensure that they are conducted in a safe
manner. The verification of production
platforms is a part of that responsibility.
Issue No. 9: MMS Should Better Define
What Is Meant by ‘‘New’’ Floating
Platforms and ‘‘Major Modifications’’
Newfield commented, ‘‘Definitions of
‘new’ and ‘major modification’ are
vague and require more precise
definitions to prevent confusion and
interpretation problems.’’
Also with respect to new facilities,
OOC and Shell commented regarding
§ 250.800(b) and Subpart I:
1. How is ‘new’ defined? It should be
realized that in many cases there is a long
lead time between the initial design of the
platform, the facilities, mooring and risers
and fabrication and installation. All floating
platforms currently in either the late stages
of design or being fabricated may not fully
comply with all of the proposed regulations.
This comment is applicable to other parts of
the proposed regulation where ‘new’ is
utilized.
2. How are fixed and floating platforms
handled that are reused or relocated to a
different block than where they were
originally sited? Is the design grandfathered
to the rules in place at the time the unit was
designed, fabricated and originally installed
or will it have to meet any new requirements
that have been adopted since the initial
installation? Is there a difference in the way
fixed platforms are handled from floating
platforms?
From MMS’s perspective, a ‘‘new
platform’’ means a newly-constructed
platform at a certain location, or a used
platform that is either moved to a new
site or used for a new purpose. In the
first situation, the platform is
considered a ‘‘newbuild.’’ In the latter
situation, it would be a used platform
converted for a new use or at a new site.
There is no ‘‘grandfathering’’ of prior
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standards for relocated platforms. For
either a newbuild or a relocated/newuse platform, the platform would have
to meet MMS regulations as they exist
at the time the platform design is
reviewed (or re-reviewed) by MMS. For
fixed platforms, all design, fabrication,
and installation requirements would be
governed by MMS regulations. Floating
platforms would be governed by both
MMS and USCG regulations, as
described above in the Issue No. 2
discussion concerning the MOU
between MMS and USCG.
In the case of a used platform, the
design is approved for the new use or
site, and the used platform would have
to meet the requirements of Section 15
of API RP 2A, which addresses the key
aspects of reused platforms. Relocated
facilities would have to meet all new
requirements, and pass the inspection
requirements listed in Section 15 of API
RP 2A. The Twenty-first Edition of API
RP 2A was incorporated into MMS
regulations under a separate rulemaking
on April 21, 2003.
Although API RP 2A addresses fixed
structures, MMS would apply some of
the principles and methodologies
outlined in API RP 2A for reused
facilities to floating platforms also. In
addition, there are certain structural
fatigue considerations related to floating
platforms that are partly covered in
other API standards, such as API RP
2FPS and API RP 2SK, and which
would be applicable to reused floating
facilities. Finally, a reused floating
facility relocated to a new site would be
treated as a new facility requiring an
API RP 14J hazards analysis.
Once the design for any fixed or
floating platform is approved, MMS
regulations at the time of the design
approval will govern the fabrication and
installation phases as well. In that
sense, the subpart I regulations are
grandfathered when the platform design
is approved for a specific platform, use,
and location. MMS has always followed
this principle under subpart I.
Concerning proposed § 250.900(a),
(§ 250.900(a) and (b) in this final rule),
OOC commented:
such things as increased loading due to
additional topsides equipment or loading
from additional wells or risers?
Although major modification is vaguely
defined in 250.900(a)(2), industry is confused
by the definition and it is not clear what
MMS means by the definition. Either more
precise definition is needed or examples
need to be given. Is there a difference in
major modification to a fixed platform versus
a floating platform?
Concerning proposed § 250.803, ABS
commented:
OOC and Shell further commented
concerning proposed § 250.903(c),
(§ 250.909 in this final rule):
What constitutes a major modification to a
fixed or floating platform? Does it include
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From MMS’s perspective, a major
modification would be any modification
to a structure that affects loading by
more than 10 percent. This definition
follows the principle that MMS has
used over the years, as well as the
guidance in API RP 2A, Section 17,
‘‘Assessment of Existing Platforms,’’
Subsection 17.2.6, ‘‘Definition of
Significant.’’ This definition states:
‘‘Cumulative damage or cumulative
changes from the design premise are
considered to be significant if the total
of the resulting decrease in capacity due
to cumulative damage and the increase
in loading to cumulative changes is
greater than 10 percent.’’ Although, the
subsection is written to apply to either
damage or structural changes, MMS
believes this is a good principle to
follow for all platforms. This is
especially important for floating
platforms, because of the stability issues
that arise when additional loads are
added to floating structures. Thus, when
OOC and Shell ask whether a ‘‘major
modification’’ could include ‘‘increased
loading due to additional topsides
equipment or loading from additional
wells or risers,’’ the answer is ‘‘yes.’’
Also, repairs to a structure to correct
damage could be seen as a major
modification if they increase loading on
the platform by 10 percent or more.
MMS will evaluate proposed
modifications on a case-by-case basis.
Language has been added to both
§ 250.900(b) and § 250.910(c) in this
final rule to clarify that a major
modification includes any modification
that increases loading on a platform by
10 percent or more, and requiring that
lessees and operators consult with both
MMS and USCG in seeking approval for
a major modification to a floating
platform.
Issue 10: The Application of American
Petroleum Institute (API) Recommended
Practice (RP) 14J, and API RP 2FPS to
‘‘New’’ Floating Production Platforms
Needs Clarification
We note the proposed incorporation of API
RP 14J into the revised rules. In this regard,
we note that much of 14J was written from
the standpoint of use with fixed platforms.
With respect to floating structures (such as
spars and FPSO’s) it is unclear whether the
risk assessment methodologies and checklists
accompanying the 14J document will
adequately cover the integration of vital
process and marine systems (such as ballast
control, stability, marine system integration,
cargo transfer, etc.), where simultaneous
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operations and cross-overs are prevalent. The
hazards assessment methodology proposed
by MMS should therefore consider ways to
ensure that strict adherence to 14J in carrying
out a hazards analysis on a floating
installation will address this vital marine/
process system relationship.
Concerning proposed § 250.901, ABS
commented:
It is noted in the proposed rulemaking
commentary that API RP 2FPS is an umbrella
document imposing no new requirements
directly. Structural and production facility
requirements are specifically referenced
throughout § 250. Prior to this rulemaking
MMS had no specific rules for marine and
other non-production related systems for
floating production units, as are found in API
RP 2FPS. A specific statement as to MMS
intentions relative to these non-production
systems would be appropriate.
MMS agrees with ABS that API RP 14J
and API RP 2FPS may not by
themselves completely address all
aspects of floating facilities to be
regulated under subpart I. Nevertheless,
these two industry references serve very
useful purposes. API RP 2FPS provides
guidance on all of the associated marine
systems, as well as drilling and
production systems, and how they fit
together and interact with each other.
MMS knows of no other standard that
performs this function. Though API RP
14J was initially developed to address
hazards analysis approaches for drilling
and production systems on fixed
offshore platforms, these same systems
will be installed on floating offshore
platforms. Further, the hazards analysis
approaches presented in Section 7 of
API RP 14J will prove important in
considering simultaneous operations
and cross-over that will occur on
floating offshore platforms. That is why
MMS is incorporating these two
documents by reference into our
regulations, and intends to employ
them, as appropriate, in our review of
new floating production facilities.
Issue No. 11: The Application of
American Petroleum Institute (API)
Recommended Practice (RP) 2A to Fixed
Production Platforms Needs
Clarification
ABS commented concerning proposed
§ 250.901:
The document adopts the API–RP2A–
WSD. Is the API – RP2A – LRFD not
acceptable at this time for any application?
Some of the requirements in API – RP2A –
LRFD, such as hydrostatic collapse of tubular
members for deepwater applications, may be
more reasonable than those in WSD. If
acceptable, guidance in the regulations
should specify load and resistance factors.
Since the early 1980s, MMS has
followed the policy currently outlined
in § 250.141 of our operating
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regulations, whereby MMS promotes the
use of technology or innovative
practices that are not specifically
mentioned or otherwise covered under
our regulations. For example, § 250.141
tells the lessee or operator that ‘‘You
may use alternate procedures or
equipment after receiving approval as
described in this section.’’ The approval
must be in writing from either the MMS
District or Regional Supervisor.
Paragraph (a) of § 250.141 requires that
‘‘Any alternate procedures or equipment
that you propose to use must provide a
level of safety and environmental
protection that equals or surpasses
current MMS requirements.’’ Paragraph
(c) of § 250.141 requires that the lessee
or operator submit information or
provide an oral presentation to describe
the site-specific applications,
performance characteristics, and safety
features of the proposed alternate
procedures or equipment.
Thus, if a lessee or operator believes
that the load and resistance factors
design (LRFD) version of API RP 2A is
more appropriate for its proposed
platform than the working stress design
(WSD) version, the lessee or operator
may submit its arguments to use the
former under § 250.141 of MMS
operating regulations. As stated
previously in this discussion, MMS has
already incorporated the Twenty-First
Edition of API RP 2A into our
regulations under a separate rulemaking
dated April 21, 2003.
Issue No. 12: MMS Should Publish a List
of Acceptable CVAs for Various Types
of Structures
In their cover letter, OOC commented:
* * *In lieu of submitting a qualification
statement and obtaining approval for each
CVA for each project, MMS should publish
a list of acceptable CVAs for various types
structures for which a qualification statement
is not required. For example, ABS and DNV
for spars and TLPs. If an operator wanted to
use a CVA not on the ‘‘approved’’ list, then
a qualification statement would be required
and the CVA would have to be approved.
MMS does not agree with this
recommendation. In 1979, when the
PVP was first instituted, MMS’
predecessor agency maintained a list of
acceptable CVAs for various types of
offshore platforms and for the various
phases of the verification process, as
proposed in OOC’s comment. However,
it soon became apparent that, as a result
of the movement of personnel between
companies and continuous changes in a
company’s workload, the qualifications
of the companies on this list changed
frequently. It was not possible to ensure
that a specific company maintained the
required expertise to remain on the CVA
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list on a long-term basis. Also, some
companies discovered that being on
such a list did not ensure that they
would receive any work as a CVA.
Therefore, MMS stopped maintaining a
list of acceptable CVAs and began to
allow OCS lessees to nominate their
selection of a company or a person to
act as their CVA on a case-by-case basis
for each project and phase of the project.
This approach was already
implemented in our regulations and is
continued in the new subpart I under
§ 250.914.
Issue No. 13: There Should be More
Guidance in Proposed §§ 250.902 and
250.903, Now Numbered as Final
§§ 250.905 and 250.910, Concerning
CVA Responsibilities for Review of (1)
Drilling and Production Risers, and
Riser Tensioning Systems; (2) Turrets
and Turret-and-Hull Interfaces; (3)
Foundations and Anchoring Systems;
and (4) Mooring or Tethering Systems
Concerning proposed § 250.902, OOC
commented:
* * *We also note that no information has
been requested to be submitted in the
platform application on the drilling and
production risers and tensioning systems for
floating platforms even though these are
proposed to be covered under the CVA
program. What information are we required
to provide to either MMS or the CVA on
these elements?
OOC made a similar comment
regarding proposed § 250.903(b), as
follows:
1. While it may be prudent to include
drilling and production risers and riser
tensioning systems in the CVA program for
design, it is problematic to include these into
the fabrication and installation CVA program.
The risers and tensioning systems will be
fabricated for wells as needed, they are not
all fabricated at one time similar to platform
(sic). We question the value returning to the
CVA fabrication process each time a riser or
tensioning system is fabricated. The risers
and tensioning systems are installed on each
well as it is drilled. We question the value
of having the installation verified through the
CVA program. If a conventional marine riser
is utilized for drilling operations, it should be
excluded from the CVA process.
2. Since the structures listed as (1)(2)(3)
and (4) are not mentioned in § 250.902, it is
not clear what information MMS expects to
be provided in the application process or in
the CVA process. Please clarify.
Concerning proposed § 250.910(b),
(§ 250.916(b) in the final rule), OOC
commented:
The scope of work for the CVA design
review of drilling and production risers and
tensioning systems is not clear. MMS should
provide additional guidance on the CVA
duties for these elements.
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Concerning proposed § 250.912(a),
(§ 250.918(b) in the final rule), OOC
commented:
We note that there are no requirements for
drilling and production risers and tensioning
systems listed in the CVA duties. Although
we believe that the installation of these
systems should not be included in the CVA’s
duties, if MMS disagrees and includes them
in the CVA process, then the CVA’s duties
should be specified.
ABS submitted a similar comment
concerning proposed §§ 250.911 and
250.912 (§§ 250.917 and 250.918 in the
final rule):
* * * These sections refer to the
applicable provisions of the documents in
250.901(a). As API RP 2RD and Spec 17J are
specifically design oriented, clarification is
required regarding MMS intentions relative
to Fabrication and Installation CVA
activities.
As an initial matter, and with respect
to these comments generally, when
MMS requires that an item be reviewed
by a CVA under the PVP, that item must
be included with the lessee’s platform
application. As noted by the
commentors, API RP 2RD and API Spec
17J are primarily oriented toward the
design of risers and unbonded flexible
pipe, respectively, and not the
fabrication or installation of these risers
or pipelines at an offshore platform.
(API Spec 17J is discussed more
completely in connection with the next
issue.) Nevertheless, MMS has required
a CVA review for design, fabrication,
and installation of drilling and
production risers, and riser tensioning
systems for all floating platforms, as
discussed below.
Second, MMS has added language to
the application table in § 250.905 to
clarify that the following information
required under § 250.910(b) is to be
included in a lessee’s platform
application: (1) Drilling, production and
pipeline risers, and riser tensioning
systems; (2) turrets and turret-and-hull
interfaces; (3) foundations, foundation
pilings and templates, and anchoring
systems; and (4) mooring or tethering
systems. Additionally, language was
added in §§ 250.916 through 250.918 to
clarify that these four categories of
information must be reviewed by a CVA
for the three phases of design,
fabrication, and installation.
Third, each riser type and the
tensioning system for that riser type is
to be approved by a qualified CVA for
the design phase, the initial fabrication
phase, and the initial installation phase
for that riser and riser tensioning
system. After the first fabrication and
first installation of a given type of riser
and attendant riser tensioning system,
MMS agrees that it is not necessary to
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return to the CVA fabrication and
installation process for each additional
riser or riser tensioning system for that
riser type. Language has been added to
§§ 250.917 and 250.918 to clarify this
point.
It is important to bear in mind,
however, that each additional riser and
riser tensioning system adds a
significant load to a floating platform, so
the overall platform must be designed to
accommodate all the loads imposed by
additional risers and riser tensioning
systems. MMS will review plans for
additional risers and riser tensioning
systems to ensure that the overall
platform design can accommodate the
additional elements.
Concerning proposed §§ 250.911 and
250.912, (§§ 250.917 and 250.918 in the
final rule), ABS further commented:
* * * MMS is encouraged in the
recognition of industry design, fabrication
and installation requirements more specific
than, but fulfilling compliance with the new
proposed rules. This is to ensure
harmonization of requirements for joint
responsibility areas between MMS and USCG
as well as with relevant third parties, such
as classification societies, and reducing the
risk of differing requirements for the same
item by different parties.
MMS recognizes the complexities of
issuing permits for floating production
facilities related to the overlapping
responsibilities of MMS and USCG.
These processes are, of necessity,
further complicated by the third-party
reviews of CVAs and classification
societies. This will require continuous
cooperation and refinement of
coordination between MMS and USCG,
as well as the various industry
standards-setting organizations.
Issue No. 14: Concerning Installation of
Unbonded Flexible Flowlines and
Pipelines Under §§ 250.803(b)(2)(iii),
250.1002(b)(4), and 250.1007(a)(4),
Respectively, It Is Unclear How MMS
Will Handle the Independent
Verification Agent (IVA) Reviews
OOC and Shell commented
concerning proposed § 250.803(b)(2)(iii):
When does the third party review of
unbonded flexible pipe flowlines have to be
submitted to MMS? What is MMS going to
do with the IVA review? Does the review
have to be approved by MMS?
OOC and Shell further commented
concerning proposed § 250.1007(a)(4):
It should be recognized that the third party
review may not be available at the time the
initial pipeline application is submitted. This
requirement should be reworded to say that
the third party review must be submitted
prior to the pipeline application being
approved.
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Similarly, ABS submitted the
following comment concerning
proposed §§ 250.803(b)(2)(iii),
250.1002(b)(4), and 250.1007(a)(4):
The Independent Verification Agent (IVA)
per API SPEC 17J is noted in the Introductory
supplementary information of the notice of
proposed Rulemaking as being equivalent to
the Certified Verification Agent (CVA) per
MMS rules. However, this equivalency is not
specifically addressed within the above cited
proposed rule sections. Such a clarification is
suggested for clarity.
In light of these comments, MMS has
reconsidered the requirements of API
Spec 17J. The IVA review requirements
in that standard are intended to pertain
only to the design and manufacturing
process of unbonded flexible pipe, not
the actual installation of the pipe on
location. In this context, the IVA
described in API Spec 17J does not
serve the same role that the CVA serves
in subpart I of our regulations.
Therefore, §§ 250.803(b)(2)(iii),
250.1002(b)(4), and 250.1007(a)(4) have
been modified to require that the lessee
or operator installing flowlines or
pipelines of unbonded flexible pipe (1)
Review the Design Methodology
Verification Report, and the IVA’s
certificate for the design methodology
contained in that report, to ensure that
the manufacturer has complied with the
requirements of API Spec 17J; (2)
determine that the flexible pipe is
suitable for its intended purpose on the
lease or pipeline right-of-way; (3)
submit to the MMS District or Regional
Supervisor the manufacturer’s design
specifications for the pipe; and (4)
submit to the District or Regional
Supervisor a statement certifying that
the pipe it has chosen is suitable for its
intended use, and that the manufacturer
has complied with the IVA
requirements of API Spec 17J.
Issue No. 15: The Requirements for InService Inspection Plans (ISIPs) Need To
Be Clarified, Particularly Concerning
Floating Platforms and USCG
Responsibility for ISIPs for Floating
Platforms.
OOC provided the following
comments concerning proposed
§ 250.902 (§ 250.905 in the final rule):
Document (i) requires that an in-service
inspection plan be submitted for both fixed
and floating platforms with the application.
In the MOU between the USCG and the
MMS, USCG has been given sole jurisdiction
of structural inspection requirements for
floating platforms, with the USCG copying
MMS on approvals and compliance records.
Industry is confused over the rationale for
MMS to adopt In-service Inspection Plan
(ISIP) requirements for floating platforms.
MMS should coordinate any requirements for
ISIP review and inspection oversight with the
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41565
USCG, to eliminate a duplicate or parallel
program. We also question the timing of the
submittal of the inspection plan. Since the
first inspection is normally not due for at
least a year after installation, we recommend
that any ISIP that is required to be submitted
not be submitted with the platform
application, but within 1 year after
installation. Clarification is also needed on
the in-service inspection agency jurisdiction
for mooring and station keeping systems. It
is also unclear what information the MMS
expects to see in an ISIP for either a fixed or
floating platform. Also, since the ISIP has to
be submitted with the platform application,
this suggests that each platform has to have
an individual inspection plan. It would be
less burdensome on both industry and MMS
to develop a generic inspection, at least for
fixed platforms, that covers the different
types of platforms that an operator has with
perhaps a table covering the individual
platforms.
Shell provided similar comments
regarding proposed § 250.902 (final
§ 250.905).
OOC provided the following comment
concerning proposed § 250.916(a) (final
§ 250.919(a)):
1. For floating facilities the In-Service
Inspection Program (ISIP) duplicates the
vessel inspection program already required
and being done by the USCG. MMS should
coordinate any requirements for ISIP review
and inspection oversight with the USCG, to
eliminate duplicate or parallel programs.
2. Since the proposed regulation calls for
submitting an inspection with a platform
application, does MMS envision that
inspection plans be generated for existing
platforms? If so, do they have to be submitted
to MMS for review or approval? Does each
facility have to have its own plan? Can one
plan cover all of an operator’s structures or
does each structure have to have its own
plan?
Shell provided similar comments
regarding proposed § 250.916 (final
§ 250.919), paragraphs (a) and (b).
MMS disagrees with the claim that
the requirement for ISIPs is a new and
unjustified requirement. ISIPs are
required under our current subpart I
regulations, so any existing platform not
covered by an ISIP would not be in
compliance with our regulations.
MMS first implemented the
requirement for a periodic structural
inspection of all fixed platforms
installed on the OCS in April 1988, after
it was proposed by the Marine Board of
the National Academy of Sciences. Oil
and gas industry representatives
participated on the Marine Board when
it made the recommendation.
The MMS ISIP requirement and the
API standards provide starting points
for developing ISIPs for fixed and
floating offshore platforms. It should be
expected that an ISIP for a given facility
would have to be modified if
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subsequent experience indicates that it
is not adequately covering a certain
aspect affecting the stability or safety of
the platform or its associated structures.
MMS disagrees that an ISIP should be
provided within 12 months after the
installation of an offshore facility,
instead of with the platform application.
Periodic inspection issues affect the
design of an offshore facility, and
therefore must be considered during the
design of an offshore facility. Periodic
inspection issues also must be
considered during the initial review by
the regulatory agencies. The original
designers of a platform are usually best
qualified to design the ISIP for that
platform. Therefore, MMS encourages
lessees and operators to at least consult
with their original designers in the
development of an ISIP for a platform.
In response to OOC’s comment that it
is unclear what information MMS
expects to see in an ISIP for either a
fixed or floating platform, MMS expects
the ISIP to reference all relevant API or
other industry standards. OOC’s
observation that it appears that MMS
expects each platform to have an
individual inspection plan is correct.
Each platform should have its own ISIP.
However, if a lessee or operator has a
number of platforms that are all of the
same type, it is acceptable to have one
generic ISIP covering all those
platforms. The generic ISIP would have
to be modified to address the unique
environmental conditions affecting each
specific platform. Also, for each
platform having significant structural
features distinguishing it from the
generic type, the generic ISIP would
have to be tailored to accommodate the
significant distinguishing structural
features of that platform.
MMS also disagrees that the USCG
has sole jurisdiction for the structural
inspection requirements for floating
platforms. The USCG has the lead
responsibility for the floating facility
hull. However, USCG does not have
lead responsibility for the turret, turret/
hull interface; the risers and their
tensioning systems and interface with
the hull; the foundations and anchoring
systems; or the mooring or tethering
systems. MMS has the lead
responsibility for these systems, any or
all of which could adversely affect the
safety and stability of the hull of a
floating facility. Since the hull and
interconnected MMS-regulated systems
are so intertwined, to be relevant and
complete an ISIP should address all the
systems within the regulatory
responsibility of both MMS and USCG.
MMS and USCG currently meet
regularly to discuss their concerns with
various aspects of each platform
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submission, and to work out regulatory
differences prior to responding to the
submitting companies. This process will
continue, to ensure that submitting
companies will not be given conflicting
instructions. Because MMS and USCG
hold ongoing discussions concerning
their respective responsibilities for
offshore floating platforms, the agencies
may, from time to time, amend their
MOU regarding oil, gas, and mineral
exploration and production operations
on the OCS.
Issue No. 16: For Platforms Subject to
the Platform Verification Program, MMS
Should Provide More Clarity Concerning
Which Documents Go to MMS and
Which Go to the CVA
In its cover letter, OOC commented:
It is also unclear why MMS needs to get
a copy of many of the items that are
submitted directly by the operator or design
firm to the CVA for review. For example,
why does MMS need to receive abstracts of
the computer programs used for design when
the same information must be given to the
CVA? It appears to be redundant for MMS
and the CVA to review the same documents.
Since a number of floating platforms have
now been permitted, we recommend that
MMS consider revising the structure
application and CVA plan to better reflect the
actual way floating platform projects are
sequenced and to consider what information
MMS needs to review and what needs to be
given directly to the CVA * * *.
Concerning proposed § 250.902 (final
§ 250.905), OOC and Shell commented:
For platforms subject to the Platform
Verification Process, the rationale for
submitting a full application to MMS,
including a complete set of structural
drawings, etc., is unclear since the
information will also be provided to the
certification agency to verify the design. It
would appear to be more appropriate to
submit (a),(b),(c) and (j) to MMS with the rest
of the information submitted to the CVA. In
many instances all of the information
required is not available at the time the
application needs to be made for a floating
platform in order to kick off the CVA
program.
From a regulatory perspective, it is
important to remember that the CVA
process was initiated because MMS
does not maintain an engineering staff
large enough to comprehensively review
all structural engineering designs for
platforms on the OCS. Thus, a CVA
helps ensure that all regulatory
requirements are met. However, because
of our custodial responsibility for all
information related to the design and
structural integrity of offshore
platforms, it is essential that MMS
receive all the same documents and
correspondence that the lessee or
operator provides to its CVA concerning
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the design, fabrication, and installation
of a fixed or floating platform. This
includes the computer programs used
for design that OOC referred to in its
cover letter. For MMS to stay current
with the industry it regulates, we must
stay abreast of the various types of
software that the industry uses on a
routine basis.
Concerning the observation by OOC
and Shell that sometimes all required
information is not available at the time
the application for a floating platform
needs to be made, MMS understands
that design, fabrication, and installation
sequences do not always follow a set
pattern. MMS is always willing to work
with lessees and operators to accept
partial submittals of information, as
they become available, to complete what
is a necessarily complex permitting
process.
Concerning proposed § 250.904(b),
(§ 250.911(c) in the final rule), OOC
commented that MMS may need to
provide more guidance to the CVA to
ensure that they are only verifying the
operator’s proposed design to ensure
that it meets the required regulations,
not conducting a complete design
analysis.
Although MMS agrees with OOC’s
premise that the CVA primarily
functions to ensure that the lessee’s or
operator’s design, fabrication, or
installation meets regulatory
requirements, it is important to
remember that oftentimes the offshore
industry is trying out new technology or
innovative practices. For innovative
proposals which could involve novel
components or structures, MMS will
require the lessee’s CVA to conduct a
complete design analysis.
Issue No. 17: Further Clarification Is
Needed Concerning the Structural
Fatigue Requirements in Proposed
§§ 250.913 and 250.914 (Final
§§ 250.908 and 250.903(b))
Concerning proposed § 250.913, OOC
commented:
The table does not appear to take into
account the minimum requirements in API
RP 2RD and 2SK. We recommend that the
table be amended to meet the minimum
requirements required in the documents
incorporated by reference unless MMS is
intending to relax those requirements. While
we recognize that the table only contains
absolute minimum requirements, we note
that Class society requirements have a higher
minimum threshold that must be met for
Classed structures.
MMS agrees with OOC’s comment
concerning the minimum requirements
contained in the industry standards that
are included as documents incorporated
by reference in § 250.901. Section
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250.908 of the final rule has been
rewritten to provide clarity.
Also concerning proposed § 250.913
(§ 250.908 in the final rule), ABS
commented:
The current practice on fatigue safety
factors are based on API RP 2T considering
repairability, inspectability and criticality
(redundancy) of the members and joints. The
API RP 2T fatigue requirements are widely
used in the site specific floating structures
(TLPs, column-stabilized units, spars, etc.).
The recommended fatigue safety factors (2
and 3) consider only one (redundancy) of
these three factors. For the deck structure,
which is above the water line, these safety
factors are appropriate because it is
accessible for inspections and repairs.
However, for the hull structure, which is
always below the water line, the
recommended fatigue safety factors may not
be appropriate because good quality
inspections and repairs will be difficult to
carry out in some areas of the hull. The Rules
should also indicate that the other two
factors need to be considered if applicable.
The following are the safety factors normally
used for the hull structure of a site-specific
floating structure in current practice.
Criticality
Inspection
Repair
Critical ........................................................
Critical ........................................................
Non-Critical .................................................
Non-Critical .................................................
Easily inspectable ......................................
Difficult or Non-inspectable ........................
Easily inspectable ......................................
Difficult or Non-inspectable ........................
Field Repair ................................................
Difficult or Non-repairable ..........................
Field Repair ................................................
Difficult or Non-repairable ..........................
Requirements for the fabrication,
installation, and inspection of the hull
of floating structures, and the
appropriate safety factors to use, are
under the jurisdiction of the USCG. The
structural fatigue safety factors listed in
proposed § 250.913 (final § 250.908)
refer to fixed platforms. For fixed
platforms, which have a long history of
proven performance, MMS prefers to
rely on the safety factors recommended
by the referenced documents in
§ 250.901. The safety factors in those
documents are based on industry
consensus, and may be re-evaluated as
industry gains even more experience.
They can be changed later by industry
consensus, and those changes in turn
incorporated by MMS.
Concerning proposed § 250.914 (now
§ 250.903(b)), OOC and Shell
commented that it is not clear where the
records on the origin and material test
results are to be kept on all primary
structural materials covered by this
section.
The records on the primary structural
materials should be kept at the same
location that the lessee or operator
specifies in item (j) of the table in final
§ 250.905. The regulatory language of
final § 250.903 has been modified to
make this clear.
Issue No. 18. The Proposed Rule
Provides Inadequate Guidance on the
Use of Shallow Hazards and Geological
Surveys in Siting Platforms
ABS submitted the following
comment concerning proposed
§ 250.915 (§ 250.907 in the final rule):
4. It would be helpful for the MMS to
provide guidance as to the acceptance criteria
for faults such as the minimum distance from
the faults to the foundation and what type of
fault studies are recommended. This issue
has not been addressed in any of the
referenced documents listed in § 250.901.
Faults have been encountered in deepwater
applications.
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5. It will be useful for the offshore industry
if MMS’s policy on the required pile capacity
at first oil is specified in the CFRs.
MMS reviewed the requirements for
shallow hazards, geologic, and
subsurface surveys in our former
subpart I, and compared them to the
requirements already incorporated in
the twenty-first edition of API RP 2A
and the API documents to be
incorporated by reference by this rule.
Based on this comparison, MMS
believes that it was unwise to remove so
many of our survey requirements in the
proposed rule. However, MMS believes
that API RP 2A and the other API
documents more than adequately
address many of the subsurface issues
that arise in designing various types of
foundations and pilings. Accordingly,
MMS has restored an abridged version
of our former requirements to the final
rule. MMS has inserted the abridged
hazard, geologic, and subsurface survey
requirements into a new § 250.906 in
the final rule.
Section 250.915 in the proposed rule
dealt with the requirement for a
minimum 500-foot interval between a
soil boring and a foundation piling. The
sections in the final rule have been
renumbered and rearranged so that the
proposed § 250.915 is now final
§ 250.907.
In answer to ABS’ first question
concerning ‘‘acceptance criteria for
faults such as the minimum distance
from the faults to the foundation and
what type of fault studies are
recommended,’’ MMS believes that such
judgments have to be made on a caseby-case basis depending on the design
of the platform and the nature of the
sediments into which its foundations or
anchors are to be set. The abridged
survey requirements in final § 250.906
will enable the lessee or operator to
make such determinations for its
proposed platform.
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Factor of
safety
5
10
3
5
Concerning ABS’s second request for
us to specify ‘‘MMS’s policy on the
required pile capacity at first oil,’’ MMS
believes that judgments on pile capacity
again will have to be made case-by-case,
based on the results of the shallow
hazard, geologic, and subsurface surveys
required by § 250.906 of this final rule.
Issue No. 19: Respondents Disagree
With the Proposed § 250.915(a)
Requirement (Now § 250.907(a)) for
Fixed or Bottom-Founded Platforms and
Tension Leg Platforms That the
Maximum Distance From a Foundation
Pile to a Soil Boring Must Not Exceed
500 Feet
OOC and Shell commented on
proposed § 250.915(a) (now § 250.907(a)
in this rule) as follows:
1. Spatial variability of soil properties on
the continental shelf is much more of an
issue than for deepwater sites. For jackets on
the shelf, maximum distance between
borings of 500 ft. is reasonable for
deterministic designs with conventional
safety factors. However, it is possible to have
cases where multiple borings are spaced
farther apart, but the uncertainty at the
platform site may be explicitly quantified
and specific safety factors developed
accordingly.
2. In lieu of the prescriptive requirement as
proposed, the wording from ISO/DIS 19901–
4 could be adopted:
Geotechnical and Foundations Design
Considerations. Results of previous
integrated geoscience studies and experience
at the site may enable the design and
installation of additional structures without
additional investigation. The onsite studies
should extend throughout the depth and
aerial extent of soils that will effect or be
affected by installation of the foundation
elements. The number and depth of borings
and extent of soil testing will depend on the
soil variability in the vicinity of the site,
environmental design conditions (e.g.
earthquake loading and slope instability) to
be considered in the foundation design, the
structure type and geometry, and the
definition of geological hazards and
constraints.
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Federal Register / Vol. 70, No. 137 / Tuesday, July 19, 2005 / Rules and Regulations
3. For TLPs in deepwater, the industry
practice is to conduct an integrated
geotechnical/geology study of the site to
assess spatial variability of soil stratigraphy
and physical properties. Given the same
depositional environment and geologic
processes, practice has shown at several
prominent deepwater basins that borings up
to 10 miles apart do not produce appreciably
different pile sizes considering the same
load. Also, the uncertainty in soil properties
at the platform site may be explicitly
quantified and specific safety factors
developed accordingly.
Issue No. 20: Respondents Disagree
With the Proposed § 250.915(b) (Final
§ 250.907(b)) Requirement That for
Deepwater Floating Platforms Utilizing
Catenary or Taut-Leg Moorings, Borings
Must Be Taken at the Most Heavily
Loaded Anchor Location, at Anchor
Points Approximately 120 and 240
Degrees Around the Anchor Pattern
From That Boring, and as Necessary to
Establish a Suitable Soil Profile
ABS submitted the following
comment concerning proposed
§ 250.915 (final § 250.907):
Recognizing that deepwater developments
with moored floaters and many subsea wells
may cover a very large lateral extent (with the
layout in a constant state of flux), an
alternative site investigation strategy would
be to base geotechnical data collection
locations on the prevailing geology rather
than specific facility locations. An integrated
geotechnical/geology study of the
development area is required for this
methodology ‘‘i.e., stratigraphy must be
known at any specific foundation location
and uncertainties quantified. Specific safety
factors may be developed accordingly.
* * * It will be very helpful to the offshore
industry to clarify requirements as to the
maximum distance of the soil boring from the
foundation piles and number of borings. It
would also be helpful to clarify if the borings
can be replaced by other means of taking soil
samples such as CPT or by a combination of
geotechnical investigation and geophysical
survey.
MMS does not agree with OOC, Shell,
and ABS. None of their proposals is as
stringent as what MMS has proposed,
i.e., site-specific borings within 500 feet
of the proposed foundation pile. In the
deepwater areas of the OCS, particularly
in the GOM, there are slope and abyssal
areas that are much more geologically
active than the relatively shallow and
familiar areas of the OCS. There are
highly active slumping and faulting
zones in deepwater areas that exhibit
stratigraphic shallow water flows and
mud volcanoes. MMS does not believe
that floating production systems in
these areas should be anchored without
site-specific soil boring information.
The policy currently outlined in
§ 250.141 of our regulations promotes
the use of alternative technology or
innovative practices that are not
specified or otherwise covered under
our regulations. Such technologies and
practices may be tried on a case-by-case
basis, so long as they ‘‘provide a level
of safety and environmental protection
that equals or surpasses current MMS
requirements.’’
Thus, if a lessee or operator believes
that for a proposed platform on a
specific site it can use alternate means
to assure secure foundations for the
facility or its anchoring systems, it can
present its evidence to the MMS
Regional Supervisor under the
provisions of § 250.141.
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Concerning proposed § 250.915(b),
OOC and Shell commented as follows:
OOC further noted, ‘‘This section is
prescriptive in nature and we
recommend that a performance based
requirement be adopted.’’
Again, MMS disagrees with OOC and
Shell for the same reasons as discussed
in the preceding issue concerning the
maximum distance from a foundation
pile to a soil boring. If a lessee or
operator believes that for a proposed
platform on a specific site it should use
a different boring pattern, or alternate
means to assure a secure anchoring
pattern for a floating facility, it can
present its arguments for a different
boring pattern, or alternate method to
the MMS Regional Supervisor under the
provisions of § 250.141.
Issue No. 21: It Is Not Clear Where the
Records Required by Proposed § 250.918
(Final § 250.903) Must Be Kept
OOC and Shell maintained that it is
not clear where the records should be
maintained with respect to the proposed
§ 250.918 requirements (now in
§ 250.903) to keep as-built drawings,
design assumptions and analyses,
summary of fabrication and installation
nondestructive examination records,
and inspection results from the
proposed § 250.916 inspections (now in
§ 250.919). Again, these records should
be kept at the same location that the
lessee or operator specifies in item (j) of
the table in final § 250.905. The
regulatory language in final § 250.903
has been modified to make this clear.
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Issue 22: Several of the Industry
Standards To Be Incorporated Into MMS
Regulations at § 250.901(a) Are in
Conflict With Each Other, and MMS
Should Stay Involved in the Updating of
Industry Standards Incorporated by
Reference
OOC submitted the following
comments:
Also we recognize that these industry
documents are in many cases written as
‘‘stand alone’’ documents and that conflicts
between documents may occur. For example,
while reviewing API RP 510 to determine if
it was appropriate to incorporate by reference
by MMS, it was discovered that in several
places it conflicted with API RP 14C.
Industry, due to the high level of activity in
deepwater and the limited staff available, has
not conducted an exhaustive review to
determine if conflicts occur between the
proposed documents to be incorporated and
other documents incorporated by reference.
* * *Industry cautions that they have not
made an exhaustive review of all of the
standards to ensure that there are no conflicts
between the standards. If there are conflicts,
these will be identified as these standards
and codes are applied in conjunction with
one another.
* * * A number of these recommended
practices and standards are in the process of
being revised to address deepwater facility
requirements. MMS should stay up-to-date,
and where possible participate, in the
revision of these recommended practices and
standards, so that new additions of the
recommended practices or standards can be
readily incorporated into the MMS
regulations. For example, industry notes that
there is confusion within API RP 2A, 21st
edition that needs clarification. In at least
three sections (life safety exposure,
consequences of failures, inspection levels)
of the RP, platforms are divided into Level
1, Level 2 and Level 3 categories; however,
the definitions for Level 1, 2 and 3 are
different. Therefore, when a platform is
generally referred to as a Level 1 platform or
a Level 3 platform, confusion is created on
what that means. As API revises the
documents to element [sic] the confusion,
MMS should be involved so they can adopt
the changes.
MMS agrees that the best method for
having a working knowledge of
potential revisions and additions to
industry standards is to participate in
the meetings of the standard setting
committees. MMS has assigned
technical personnel as representatives
and alternates to various API,
International Standards Organization
(ISO), American Concrete Institute,
American Society of Mechanical
Engineers, American Society for Testing
and Materials, American Welding
Society, Institute of Electronic and
Electrical Engineers, National
Association of Corrosion Engineers, and
International Association of Oil and Gas
Producers committees. MMS also
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monitors the work of other industry
standards associations and committees.
MMS agrees that there may be
conflicts between the specific
requirements of some of the industry
standards incorporated by reference into
MMS regulations. Whenever these
conflicts are found, MMS provides
interim clarifications in Notices to
Lessees and Operators (NTLs). We post
these NTLs on the MMS web page. As
necessary, MMS subsequently makes
clarifying revisions to its regulations.
Through use of these mechanisms, MMS
and industry can work through the
inevitable conflicts that will arise either
through contradictory industry
standards or contradictory Federal
standards.
Issue 23: MMS Should Consider
Incorporating Several Additional
Industry Standards Into the MMS
Regulations at § 250.901(a)
Both OOC and Shell recommended
that MMS consider adopting API RP 2I,
‘‘In-Service Inspection of Mooring
Hardware for Floating Drilling Units.’’
OOC further commented:
In many cases, all or portions of a floating
production are fabricated outside of the
United States and welding standards that
MMS has deemed for as [sic] equivalent
(such as Euronorm) to AWS standards for
individual projects are used. MMS should
either consider incorporating by reference
these equivalent standards or should publish
a list of welding standards that they have
deemed to be equivalent to AWS standards
in lieu of each project having to obtain
approval for utilizing an alternate welding
standard.
41569
final rule. It will be proposed in a
subsequent rulemaking to provide the
regulated community an opportunity to
comment on its incorporation into 30
CFR Part 250.
As additional pertinent industry
standards are identified or developed,
MMS will occasionally revise its
regulations to incorporate certain
standards into its regulations in
conformance with the Administrative
Procedure Act. In those instances in
which offshore facilities, both floating
and fixed, are fabricated outside of the
United States, foreign industry
standards must receive prior approval in
accordance with 30 CFR 250.901(b),
which states, ‘‘* * * You may also use
alternative codes, rules, or standards, as
approved by the Regional Supervisor,
under conditions enumerated in
§ 250.141, paragraphs (a), (b), and (c).’’
MMS has not ruled out the
incorporation by reference of foreign or
international standards into its
regulations. During the past 2 years
MMS has incorporated by reference one
ISO standard into our regulations.
MMS agrees that API RP 2I, second
edition, would be a valuable industry
standard to consider for incorporation
by reference into 30 CFR part 250,
subparts A and I. API RP 2I is
specifically written to address the
inspection, and potential failure modes,
of mooring chain and wire rope for
MODUs, which frequently move from
location to location. Moreover, the
information provided in API RP 2I on
failure modes, inspection methods, and
repair methods also could be useful in
the development and implementation of
an ISIP plan (§ 250.917) for other types
of offshore floating facilities that remain
on station for longer periods of time.
Based on OOC’s and Shell’s
recommendation, MMS reviewed API
RP 2I, ‘‘In-Service Inspection of Mooring
Hardware for Floating Drilling Units,’’
and agrees that it should be considered
for incorporation by reference into 30
CFR Part 250. However, because MMS
did not initially propose that API RP 2I
be incorporated by reference during the
proposed rulemaking process, we have
decided not to incorporate it into the
Derivation Table
The following derivation table shows
where the requirements originate from
in the final 30 CFR part 250, subpart I,
regulations.
New section
Previous regulation section
§ 250.900 What general requirements apply to all platforms? .................
§ 250.901 What industry standards must your platform meet? ................
§ 250.900; New requirement.
§ 250.900(g); § 250.907(b), (c), (d); § 250.908 (b), (c), (d), (e); New requirements.
§ 250.913 (Subpart Q since May 17, 2002)
§ 250.902 What are the requirements for platform removal and location
clearance?.
§ 250.903 What records must I keep? ......................................................
§ 250.904 What is the Platform Approval Program? ................................
§ 250.905 How do I get approval for the installation, modification, or repair of my platform?.
§ 250.906 What must I do to obtain approval for the proposed site of
my platform?.
§ 250.907 Where must I locate foundation boreholes? ............................
§ 250.908 What are the minimum structural fatigue design requirements?.
§ 250.909 What is the Platform Verification Program (PVP)? ..................
§ 250.910 Which of my facilities are subject to the PVP? .......................
§ 250.911 If my platform is subject to the PVP, what must I do? ............
§ 250.912 What plans must I submit under the PVP? .............................
§ 250.913 When must I resubmit PVP plans? ..........................................
§ 250.914 How do I nominate a CVA? .....................................................
§ 250.915 What are the CVA’s primary responsibilities? .........................
§ 250.916 What are the CVA’s primary duties during the design phase?
§ 250.917 What are the CVA’s primary duties during the fabrication
phase?.
§ 250.918 What are the CVA’s primary duties during the installation
phase?.
§ 250.919 What in-service inspection requirements must I meet? ...........
§ 250.920 What are the MMS requirements for the assessment of platforms?.
§ 250.921 How do I analyze my platform for cumulative fatigue? ...........
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§ 250.914
New
§ 250.901(a), (b)
§ 250.90(b), (c), (d), (e)
New Requirements.
§ 250.907(c)
New.
§ 250.902; New requirements.
§ 250.902; New requirements.
§ 250.902; New requirements.
§ 250.902; New requirements.
§ 250.902; § 250.903(b)
§ 250.903(a)
§ 250.903(a)(1)
§ 250.903(a)(2)
§ 250.903(a)(3)
§ 250.912(a),(b); New requirements.
New requirements.
New requirements.
Sfmt 4700
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Federal Register / Vol. 70, No. 137 / Tuesday, July 19, 2005 / Rules and Regulations
Procedural Matters
Regulatory Flexibility (RF) Act
Regulatory Planning and Review
(Executive Order 12866)
This document is not a significant
rule and is not subject to review by
OMB under Executive Order 12866.
(1) This rule will not have an annual
effect on the economy of $100 million
or more or adversely affect in a material
way the economy, a sector of the
economy, productivity, competition,
jobs, the environment, public health or
safety, or State, local, or tribal
governments or communities. The
overall effect of this rule will not create
an adverse effect upon the ability of the
United States offshore oil and gas
industry to compete in the world
marketplace, nor will the proposal
adversely affect investment or
employment factors locally. The
economic analysis prepared for this rule
indicates that the estimated regulatory
costs would be about $3 million for a
‘‘generic’’ floating platform having 10
production risers, 2 pipeline risers, a
mooring system, and 80 miles of
pipelines. This represents less than 1
percent of the total cost of the facility.
Assuming that plans for 6 such facilities
were submitted for approval in any
given year, the total annual regulatory
cost to the offshore oil and gas industry
would be about $18 million [$3,000,000
× 6 = $18 million]. The economic
analysis for this rule is available from
the Department of the Interior; Minerals
Management Service; Engineering &
Operations Division; Mail Stop 4020;
381 Elden Street; Herndon, Virginia
20170–4817; Attention: William Hauser.
(2) This rule will not create
inconsistencies with other agencies’
actions. This rule does not change the
relationships of the OCS oil and gas
leasing program with other agencies’
actions. These relationships are all
encompassed in agreements and
memorandums of understanding that
will not change with this rule.
(3) This rule does not alter the
budgetary effects or entitlements, grants,
user fees, or loan programs or the rights
or obligations of their recipients.
(4) This rule does not raise novel legal
or policy issues. There are many
precedents for regulating offshore
production platforms and pipelines to
promote environmental protection and
human safety under the OCS Lands Act.
While this final rule contains many new
regulatory requirements for lessees and
operators seeking to build new floating
production facilities, the incorporation
of these standards does not represent a
significant change to industry practices
because most of these standards are
already being utilized by industry.
The DOI certifies that this rule will
not have a significant economic effect
on a substantial number of small entities
under the RF Act (5 U.S.C. 601 et seq.).
The economic analysis prepared for this
rule concluded that not more than two
lessees classified as small entities would
submit plans for deepwater floating
platforms in any given year. Most likely,
these lessees would be involved as
partners in a single application for a
floating platform. To the extent that
these lessees participate in such joint
ventures, the costs imposed by the
proposed rule on individual operators
would be reduced significantly.
Therefore, MMS concludes that the rule
would not have a significant economic
impact on a substantial number of small
entities.
For the purposes of this section a
‘‘small entity’’ is considered to be an
individual, limited partnership, or small
company, considered to be at ‘‘arm’s
length’’ from the control of any parent
companies, with fewer than 500
employees. Mid-size and large
corporations and partnerships under
their direct control have access to lines
of credit and internal corporate cash
flows that are not available to the ‘‘small
entity.’’ Some of the operators MMS
regulates under the OCS oil and gas
leasing program would be considered
small entities. They are generally
represented by the North American
Industry Classification System Code
211111, which represents crude
petroleum and natural gas extractors.
Of the 98 lessees that have deepwater
leases, as many as 26 may be considered
to be small. These 26 lessees represent
about 33 percent of all small operators
on the OCS. Of the 26, only 2 hold 100percent interest in their deepwater
leases. These two lessees have annual
revenues such that they would have
little difficulty in meeting the
requirements of the proposed rule. In all
other cases, the small lessees have
reduced their deepwater economic risks
by being in partnership with other
lessees. Sixteen of these lessees hold
less than 50 percent interest in their
deepwater leases.
Your comments are important. The
Small Business and Agriculture
Regulatory Enforcement Ombudsman
and 10 Regional Fairness Boards were
established to receive comments from
small business about Federal agency
enforcement actions. The Ombudsman
will annually evaluate the enforcement
activities and rate each agency’s
responsiveness to small business. If you
wish to comment on the enforcement
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actions of MMS, call toll-free at (888)
734–3247.
Small Business Regulatory Enforcement
Fairness Act (SBREFA)
This rule is not a major rule under
SBREFA (5 U.S.C. 804(2)). This rule:
(a) Does not have an annual effect on
the economy of $100 million or more.
(b) Will not cause a major increase in
costs or prices for consumers,
individual industries, Federal, State, or
local government agencies, or
geographic regions.
(c) Does not have significant adverse
effects on competition, employment,
investment, productivity, innovation, or
the ability of United States-based
enterprises to compete with foreignbased enterprises. (Of the 98 lessees
who hold leases in deepwater and,
therefore, could be affected by the
proposed rule, 19 are foreign
multinational corporations.)
The economic analysis prepared for
this rule concluded that not more than
two small lessees would submit plans
for deepwater floating platforms in any
given year. Most likely, these lessees’
involvement would be as partners in a
single application for a floating
platform. To the extent that these
lessees participate in such joint
ventures, the costs imposed by the rule
on individual operators would be
reduced significantly. Therefore, MMS
concludes that the rule would not have
a significant economic impact on a
substantial number of small entities.
Paperwork Reduction Act (PRA) of 1995
This rule contains a collection of
information that MMS submitted to
OMB as part of the proposed rulemaking
process for review and approval under
§ 3507(d) of the PRA. OMB approved
the information collection for a total of
37,194 burden hours (OMB control
number 1010–0149). The title of the
collection of information for this rule is
‘‘30 CFR 250, Subparts J, H, and I, Fixed
and Floating Platforms and Structures.’’
As the information collection
requirements in the final rule remain
unchanged from the proposed rule, a
resubmission to OMB for approval of
the burden normally would not be
required prior to publishing these final
regulations. However, during the period
between proposed and final rules, the
OMB approval of the burden for the
proposed collection of information was
due to expire (March 31, 2005). Also
during this interim period, the
information collection burden for the
current subpart I regulations (1010–
0058) came up for renewal. As required
by the Paperwork Reduction Act, to
renew the current subpart I information
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collection burden, we consulted with
several respondents and revised the
burden estimates and number of
responses.
Where applicable, we incorporated
these updated burden adjustments in
the request that we submitted to OMB
to renew the information collection
burden for the proposed rulemaking
(1010–0149). OMB approved that
renewal for a total of 48,500 hours, with
a current expiration date of March 31,
2008. However, MMS estimates that this
final rulemaking will only increase the
individual hour burdens approved for
the current regulations in subpart H
(1010–0059), subpart I (1010–0058), and
subpart J (1010–0050), by: 3,300 hours
for subpart H; 5,160 hours for subpart I;
2,700 hours for subpart J; 11,160 total
burden hour increase.
The revisions to subpart A of 30 CFR
part 250 in this final rule do not affect
the information collection aspects of
those regulations. These are currently
approved under OMB control numbers
1010–0114.
Potential respondents are
approximately 130 Federal OCS lessees
and operators and CVAs or other third-
Rule sections
party reviewers of fixed and floating
platforms. Responses are mandatory.
The frequency of response varies by
section, but is primarily on occasion or
annual. The IC does not include
questions of a sensitive nature. MMS
will protect information considered
proprietary according to 30 CFR
250.196, ‘‘Data and information to be
made available to the public,’’ and 30
CFR part 252, ‘‘OCS Oil and Gas
Information Program.’’
MMS will use the information
collected and records maintained under
subpart I to determine the structural
integrity of all fixed and floating
platforms and to ensure that such
integrity will be maintained throughout
the useful life of these structures. The
information is necessary to determine
that platforms and structures are sound
and safe for their intended purpose and
the safety of personnel and pollution
prevention. MMS will use the
information collected under subparts H
and J to ensure proper construction of
production safety systems and
pipelines.
When the final regulations take effect,
the new information collection burdens
for subparts H and I will be
incorporated with their respective
collections of information for those
current regulations. OMB control
number 1010–0149 will supersede
1010–0058 and become the new control
number for the information collection
burdens in subpart I. Its title will be
changed to delete the references to
subparts H and J.
The rule eliminates the notice
requirement currently in § 250.901(e) on
transporting the platform to the
installation site, and the departure
request in § 250.912(a) on platform
inspection intervals. This reporting
change results in a decrease of 570
annual burden hours.
The following chart details the IC
burden for the approved requirements
in subparts H and J and all of the
requirements in subpart I. In the writing
of the final rule, burdens have been
reassigned to new section citations.
However, as noted earlier, the burdens
themselves have remained unchanged
from the proposed rule. The new
citations as well as the citations from
the proposed rule are noted below.
Hour burden
per response/
record
(hours)
Reporting or recordkeeping requirement
41571
Annual number of
responses
Annual
burden
hours
New Subpart H Requirements
800(b) ......................................
803(b)(2)(iii) ............................
NEW: Submit CVA documentation under API RP 2RD.
NEW: Submit CVA documentation under API RP 17J.
50
50
60 submissions .........
6 submissions ...........
3,000
300
30
331 applications ........
9,930
24
30 applications ..........
720
16
9 notices/requests .....
144
100
6 submissions ...........
600
600
6 submissions ...........
3,600
100
136 lessees ...............
13,600
100
6 submissions ...........
600
Subpart I
900(a), (b); 901(b); 903; 905;
906; 907; 909; 901(c), (d);
912; 913.
900(b)(5) .................................
900(c) ......................................
901(a)(6), (a)(7), (a)(8) ...........
901(a)(10) ...............................
903 * ........................................
911(c), (d), (f); 917 .................
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Submit application to install new platform or floating
production facility or significant changes to approved
applications, including use of alternative codes,
rules, or standards; and Platform Verification Program plan for design, fabrication and installation of
new, fixed, bottom-founded, pile-supported, or concrete-gravity platforms and new floating platforms.
Consult as required with MMS and/or USCG. Re/
Submit application for major modification(s)/repair(s)
to any platform and related requirements.
Submit application for conversion of the use of an existing mobile offshore drilling unit..
Notify MMS/USCG within 24 hours of damage and
emergency repairs and request approval of repairs..
NEW: Submit CVA documentation under API RP 2RD,
API RP 2SK, and API RP 2SM..
NEW: Submit hazards analysis documentation under
API RP 14J..
Record original and relevant material test results of all
primary structural materials; retain records during all
stages of construction. Compile, retain, and make
available to MMS for the functional life of platform,
the as-built drawings, design assumptions/analyses,
summary of nondestructive examination records, and
inspection results..
Submit interim and final CVA reports and recommendations on fabrication phase, including notice
of fabrication procedure changes or design specification modifications..
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Federal Register / Vol. 70, No. 137 / Tuesday, July 19, 2005 / Rules and Regulations
Hour burden
per response/
record
(hours)
Rule sections
Reporting or recordkeeping requirement
914 ..........................................
Submit nomination and qualification statement for
CVA..
Submit interim and final CVA reports and recommendations on design phase..
Submit interim and final CVA reports and recommendations on installation phase..
Develop in-service inspection plan and submit annual
(November 1 of each year) report on inspection of
platforms or floating production facilities, including
summary of testing results..
General departure and alternative compliance requests
not specifically covered elsewhere in Subpart I regulations..
916 ..........................................
918 ..........................................
919 ..........................................
900 thru 921 ...........................
Annual number of
responses
Annual
burden
hours
16
21 nominations ..........
336
200
31 reports ..................
6,200
60
6 submissions ...........
360
GOM 45
POCS 80
130 lessees ...............
6 operators ................
5,850
480
8
10 requests ...............
80
75
150
......................
12 submissions ..........
12 submissions .........
818 ............................
900
1,800
48,500
New Subpart J Requirements
1002(b)(5) ...............................
1007(4)(iii), (iv) ........................
Total Hour Burden ...........
NEW: Submit CVA documentation under API RP 2RD.
NEW: Submit CVA documentation under API RP 17J.
.........................................................................................
* The records required to be retained are such that respondents would keep them as usual and customary business practice. The burden
would be to make them available to MMS for review.
A Federal agency may not conduct or
sponsor, and a person is not required to
respond to, a collection of information
unless it displays a currently valid OMB
control number. The public may
comment, at any time, on the accuracy
of the information collection burden in
this rule and may submit any comments
to the Department of the Interior;
Minerals Management Service;
Attention: Rules Processing Team; Mail
Stop 4024; 381 Elden Street; Herndon,
Virginia 20170–4817. If you wish to
email your comments to MMS, the
address is: rules.comment@mms.gov.
You may also submit comments on the
burdens through https://
ocsconnect.mms.gov.
Federalism (Executive Order 13132)
According to Executive Order 13132,
this rule does not have federalism
implications. This rule would not
substantially or directly affect the
relationship between the Federal and
State governments, because it deals
strictly with technical standards that the
offshore oil and gas industry must use
in designing, fabricating, and installing
floating offshore facilities. This rule
would not impose costs on States or
localities, nor would it require any
action on the part of States or localities.
Takings Implications Assessment
(Executive Order 12630)
According to Executive Order 12630,
the rule does not have significant
takings implications. A Takings
Implication Assessment is not required.
Based on our Paperwork Burden
analysis and our economic analysis for
this rule, the annual incremental cost of
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complying with this regulation for
approximately 98 businesses will be
about $37,194 per business, per year.
This incremental cost will be absorbed
by an industry sector where (1)
operating costs just for a contract
drilling unit to drill a single well can
exceed $1,750,000 per week, and (2) the
cost of a deepwater platform can exceed
$1 billion. MMS does not believe that
paying this cost will result in any
takings. Thus, the DOI does not need to
prepare a Takings Implication
Assessment under Executive Order
12630, Governmental Actions and
Interference with Constitutionally
Protected Property Rights. The rule
would not take away or restrict a
lessee’s right to develop an OCS oil and
gas lease according to the lease terms.
Energy Supply, Distribution, or Use
(Executive Order 13211)
This rule is not a significant rule and
is not subject to review by OMB under
Executive Order 13211. The rule does
not have a significant effect on energy
supply, distribution, or use, because it
would streamline the regulatory review
process and thereby enhance the
development and production of energy
resources from deepwater areas of the
OCS. It would do this by specifying a
single body of approved industry
standards so that lessees would know in
advance which design criteria are
acceptable to MMS for deepwater
production operations. The rule would
also simplify MMS engineers’ efforts in
reviewing each new project to ensure
structural integrity, operational and
human safety, and environmental
protection. This would be beneficial for
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increasing energy resources and would
provide more certainty to OCS lessees
who assume the high financial risks of
developing deepwater areas.
Civil Justice Reform (Executive Order
12988)
According to Executive Order 12988,
the Office of the Solicitor has
determined that this rule does not
unduly burden the judicial system and
meets the requirements of Sections 3(a)
and 3(b)(2) of the Order.
National Environmental Policy Act
(NEPA)
This rule does not constitute a major
Federal action significantly affecting the
quality of the human environment.
MMS has analyzed this rule under the
criteria of the NEPA and 516
Departmental Manual 6, Appendix
10.4C(1). MMS completed a Categorical
Exclusion Review for this action on
November 20, 2000, and concluded that
‘‘the rulemaking does not represent an
exception to the established criteria for
categorical exclusion; therefore,
preparation of an environmental
analysis or environmental impact
statement will not be required.’’
Unfunded Mandate Reform Act
(UMRA) of 1995
This rule does not impose an
unfunded mandate on State, local, or
tribal governments or the private sector
of more than $100 million per year. The
rule does not have a significant or
unique effect on State, local or tribal
governments or the private sector. A
statement containing the information
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Federal Register / Vol. 70, No. 137 / Tuesday, July 19, 2005 / Rules and Regulations
required by the UMRA (2 U.S.C. 1531 et
seq.) is not required.
Consultation and Coordination With
Indian Tribal Governments (Executive
Order 13175)
In accordance with Executive Order
13175, this rule does not have tribal
implications that impose substantial
direct compliance costs on Indian tribal
governments.
List of Subjects in 30 CFR Part 250
Continental shelf, Environmental
impact statements, Environmental
protection, Government contracts,
Incorporation by reference,
Investigations, Mineral royalties, Oil
and gas development and production,
Oil and gas exploration, Oil and gas
reserves, Penalties, Pipelines, Public
lands—mineral resources, Public
lands—rights-of-way, Reporting and
recordkeeping requirements, Sulphur
development and production, Sulphur
exploration, Surety bonds.
Dated: June 22, 2005.
Chad Calvert,
Acting Assistant Secretary—Land and
Minerals Management.
For the reasons stated in the preamble,
the MMS amends 30 CFR part 250 as
follows:
I
PART 250—OIL AND GAS AND
SULPHUR OPERATIONS IN THE
OUTER CONTINENTAL SHELF
1. The authority citation for part 250
continues to read as follows:
I
Authority: 43 U.S.C. 1331, et seq.
2. In § 250.105, the definition for
‘‘Facility’’ is revised to read as follows:
I
§ 250.105
Definitions.
*
*
*
*
*
Facility means:
(1) As used in § 250.130, all
installations permanently or temporarily
attached to the seabed on the OCS
(including manmade islands and
bottom-sitting structures). They include
mobile offshore drilling units (MODUs)
or other vessels engaged in drilling or
downhole operations, used for oil, gas
or sulphur drilling, production, or
related activities. They include all
floating production systems (FPSs),
variously described as columnstabilized-units (CSUs); floating
production, storage and offloading
facilities (FPSOs); tension-leg platforms
(TLPs); spars, etc. They also include
facilities for product measurement and
royalty determination (e.g. lease
Automatic Custody Transfer Units, gas
meters) of OCS production on
installations not on the OCS. Any group
of OCS installations interconnected
with walkways, or any group of
installations that includes a central or
primary installation with processing
equipment and one or more satellite or
secondary installations is a single
facility. The Regional Supervisor may
decide that the complexity of the
individual installations justifies their
classification as separate facilities.
(2) As used in § 250.303, means all
installations or devices permanently or
temporarily attached to the seabed.
They include mobile offshore drilling
units (MODUs), even while operating in
the ‘‘tender assist’’ mode (i.e. with skidoff drilling units) or other vessels
engaged in drilling or downhole
operations. They are used for
exploration, development, and
production activities for oil, gas, or
sulphur and emit or have the potential
to emit any air pollutant from one or
more sources. They include all floating
production systems (FPSs), including
column-stabilized-units (CSUs); floating
production, storage and offloading
facilities (FPSOs); tension-leg platforms
(TLPs); spars, etc. During production,
multiple installations or devices are a
single facility if the installations or
devices are at a single site. Any vessel
used to transfer production from an
offshore facility is part of the facility
Title of documents
while it is physically attached to the
facility.
(3) As used in § 250.490(b), means a
vessel, a structure, or an artificial island
used for drilling, well completion, wellworkover, or production operations.
(4) As used in §§ 250.900 through
250.921, means all installations or
devices permanently or temporarily
attached to the seabed. They are used
for exploration, development, and
production activities for oil, gas, or
sulphur and emit or have the potential
to emit any air pollutant from one or
more sources. They include all floating
production systems (FPSs), including
column-stabilized-units (CSUs); floating
production, storage and offloading
facilities (FPSOs); tension-leg platforms
(TLPs); spars, etc. During production,
multiple installations or devices are a
single facility if the installations or
devices are at a single site. Any vessel
used to transfer production from an
offshore facility is part of the facility
while it is physically attached to the
facility.
*
*
*
*
*
I 3. In § 250.198, in the table in
paragraph (e), the following changes are
made:
I A. Add entries in alphanumerical
order for API RP 2FPS, API RP 2RD, API
RP 2SK, API RP 2SM, API RP 2T, API RP
14J, API Spec 17J, and AWS D3.6M:1999
as set forth below;
I B. Revise entries for ACI Standard
318–95, ACI 357R–84, AISC Standard
Specification for Structural Steel
Buildings, API RP 2A–WSD, ASTM
Standard C 33–99a, ASTM Standard C
94/C 94M–99, ASTM Standard C 150–
99, ASTM Standard C 330–99, ASTM
Standard C 595–98, AWS D1.1–96, AWS
D1.4–79, NACE Standard MR0175–99
and NACE Standard RP 01–76–94.
§ 250.198 Documents incorporated by
reference.
*
*
*
(e) * * *
*
*
Incorporated by reference at
ACI Standard 318–95, Building Code Requirements for Reinforced
Concrete, plus Commentary on Building Code Requirements for Reinforced Concrete (ACI 318R–95).
ACI 357R–84, Guide for the Design and Construction of Fixed Offshore
Concrete Structures, 1984.
AISC Standard Specification for Structural Steel Buildings, Allowable
Stress Design and Plastic Design, June 1, 1989, with Commentary.
§ 250.901(a)(1)
§ 250.901(a)(2)
§ 250.901(a)(3)
*
*
*
*
*
*
API RP 2A–WSD, Recommended Practice for Planning, Designing, and § 250.901(a)(4); § 250.908(a); § 250.920(a)(b)(c)(e)
Constructing Fixed Offshore Platforms—Working Stress Design;
Twenty-first Edition, December 2000, API Order No. G2AWSD.
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*
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Title of documents
Incorporated by reference at
*
*
*
*
API RP 2FPS, Recommended Practice for Planning, Designing, and
Constructing Floating Production Systems, First Edition, March 2001,
API Order No. G2FPS1.
API RP 2RD, Design of Risers for Floating Production Systems (FPSs)
and Tension-Leg Platforms (TLPs), First Edition, June 1998, API
Order No. G02RD1.
API RP 2SK, Recommended Practice for Design and Analysis of
Stationkeeping Systems for Floating Structures, Second Edition, December 1996, Effective Date: March 1, 1997, API Order No. G02SK2.
API RP 2SM, Recommended Practice for Design, Manufacture, Installation, and Maintenance of Synthetic Fiber Ropes for Offshore Mooring, First Edition, March 2001, API Order No. G02SM1.
API RP 2T, Planning, Designing and Constructing Tension Leg Platforms, Second Edition, August 1997, API Order No. G02T02.
*
*
*
§ 250.901(a)(5)
§ 250.800(b); § 250.901(a)(6); § 250.1002(b)(5)
§ 250.800(b); § 250.901(a)(7)
§ 250.901(a)(8)
§ 250.901(a)(9)
*
*
*
*
*
API RP 14J, Recommended Practice for Design and Hazards Analysis § 250.800(b); § 250.901(a)(10)
for Offshore Production Facilities, Second Edition, May 2001, API
Order No. G14J02.
*
*
*
*
*
*
*
*
API Spec 17J, Specification for Unbonded Flexible Pipe, Second Edi- § 250.803(b)(2)(iii); § 250.1002(b)(4); § 250.1007(a)(4)
tion, November 1999, including errata (May 25, 2001) and Addendum
1 (June 2003), Effective Date: December 2002, API Order No.
G17J02.
*
*
*
*
*
ASTM Standard C 33–99a, Standard Specification for Concrete Aggregates.
ASTM Standard C 94/C 94M–99, Standard Specification for ReadyMixed Concrete.
ASTM Standard C 150–99, Standard Specification for Portland Cement
ASTM Standard C 330–99, Standard Specification for Lightweight Aggregates for Structural Concrete.
ASTM Standard C 595–98, Standard Specification for Blended Hydraulic Cements.
AWS D1.1–96, Structural Welding Code—Steel, 1996, including Commentary.
AWS D1.4–79, Structural Welding Code—Reinforcing Steel, 1979 ........
AWS D3.6M:1999, Specification for Underwater Welding .......................
NACE Standard MR0175–99, Sulfide Stress Cracking Resistant Metallic
Materials for Oilfield Equipment, Revised January 1999, NACE Item
No. 21302.
NACE Standard RP 01–76–94, Standard Recommended Practice, Corrosion Control of Steel Fixed Offshore Platforms Associated with Petroleum Production.
*
*
*
§ 250.901(a)(11)
§ 250.901(a)(12)
§ 250.901(a)(13)
§ 250.901(a)(14)
§ 250.901(a)(15)
§ 250.901(a)(16)
§ 250.901(a)(17)
§ 250.901(a)(18)
§ 250.901(a)(19)
§ 250.901(a)(20)
§ 250.199 Paperwork Reduction Act
4. In § 250.199, in paragraph (e), the
heading of the first column, and the first statements—information collection.
column in paragraph (e)(8) are revised to *
*
*
*
*
read as follows:
(e) * * *
I
30 CFR 250 subpart/title (OMB control number)
Reasons for collecting information and how used
*
*
*
(8) Subpart I, Platforms and Structures (1010–0149).
*
*
*
*
*
*
*
*
*
*
*
5. In § 250.800, the existing text is
units (CSUs); floating production,
redesignated as paragraph (a), and a new storage and offloading facilities (FPSOs);
paragraph (b) is added to read as follows: tension-leg platforms (TLPs); spars,
etc.), you must do all of the following:
§ 250.800 General requirements.
(1) Comply with API RP 14J
*
*
*
*
*
(incorporated by reference as specified
(b) For all new floating production
in 30 CFR 250.198);
systems (FPSs) (e.g., column-stabilizedI
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(2) Meet the drilling and production
riser standards of API RP 2RD
(incorporated by reference as specified
in 30 CFR 250.198);
(3) Design all stationkeeping systems
for floating facilities to meet the
standards of API RP 2SK (incorporated
by reference as specified in 30 CFR
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250.198), as well as relevant U.S. Coast
Guard regulations; and
(4) Design stationkeeping systems for
floating facilities to meet structural
requirements in subpart I, §§ 250.900
through 250.921 of this part.
I 6. In § 250.803, paragraph (a) is revised
and paragraph (b)(2)(iii) is added to read
as follows:
§ 250.803 Additional production system
requirements.
(a) For all production platforms, you
must comply with the following
production safety system requirements,
in addition to the requirements of
§ 250.802 of this subpart and the
requirements of API RP 14C
(incorporated by reference as specified
in 30 CFR 250.198).
(b) * * *
(2) * * *
(iii) If you are installing flowlines
constructed of unbonded flexible pipe
on a floating platform, you must:
(A) Review the manufacturer’s Design
Methodology Verification Report and
the independent verification agent’s
(IVA’s) certificate for the design
methodology contained in that report to
ensure that the manufacturer has
complied with the requirements of API
Spec 17J (incorporated by reference as
specified in 30 CFR 250.198);
(B) Determine that the unbonded
flexible pipe is suitable for its intended
purpose on the lease or pipeline rightof-way;
(C) Submit to the MMS District
Supervisor the manufacturer’s design
specifications for the unbonded flexible
pipe; and
41575
(D) Submit to the MMS District
Supervisor a statement certifying that
the pipe is suitable for its intended use
and that the manufacturer has complied
with the IVA requirements of API Spec
17J (incorporated by reference as
specified in 30 CFR 250.198).
*
*
*
*
*
I 7. Subpart I is revised to read as
follows:
250.913 When must I resubmit Platform
Verification Program plans?
250.914 How do I nominate a CVA?
250.915 What are the CVA’s primary
responsibilities?
250.916 What are the CVA’s primary duties
during the design phase?
250.917 What are the CVA’s primary duties
during the fabrication phase?
250.918 What are the CVA’s primary duties
during the installation phase?
Subpart I—Platforms and Structures
Inspection, Maintenance, and Assessment of
Platforms
General Requirements for Platforms
Sec.
250.900 What general requirements apply
to all platforms?
250.901 What industry standards must your
platform meet?
250.902 What are the requirements for
platform removal and location clearance?
250.903 What records must I keep?
Platform Approval Program
250.904 What is the Platform Approval
Program?
250.905 How do I get approval for the
installation, modification, or repair of
my platform?
250.906 What must I do to obtain approval
for the proposed site of my platform?
250.907 Where must I locate foundation
boreholes?
250.908 What are the minimum structural
fatigue design requirements?
Platform Verification Program
250.909 What is the Platform Verification
Program?
250.910 Which of my facilities are subject
to the Platform Verification Program?
250.911 If my platform is subject to the
Platform Verification Program, what
must I do?
250.912 What plans must I submit under
the Platform Verification Program?
250.919 What in-service inspection
requirements must I meet?
250.920 What are the MMS requirements
for assessment of platforms?
250.921 How do I analyze my platform for
cumulative fatigue?
Subpart I—Platforms and Structures
General Requirements for Platforms
§ 250.900 What general requirements
apply to all platforms?
(a) You design, fabricate, install, use,
maintain, inspect, and assess all
platforms and related structures on the
Outer Continental Shelf (OCS) so as to
ensure their structural integrity for the
safe conduct of drilling, workover, and
production operations. In doing this,
you must consider the specific
environmental conditions at the
platform location.
(b) You must also submit an
application under § 250.905 of this
subpart and obtain the approval of the
Regional Supervisor before performing
any of the activities described in the
following table:
Activity requiring application and approval
Conditions for conducting the activity
(1) Install a platform. This includes placing a
newly constructed platform at a location or
moving an existing platform to a new site.
(i) You must adhere to the requirements of this subpart, including the industry standards in
§ 250.901.
(ii) If you are installing a floating platform, you must also adhere to U.S. Coast Guard (USCG)
regulations for the fabrication, installation, and inspection of floating OCS facilities.
(i) You must adhere to the requirements of this subpart, including the industry standards in
§ 250.901.
(ii) Before you make a major modification to a floating platform, you must obtain approval from
both the MMS and the USCG for the modification.
(2) Major modficatiion to any platform. This
including any structural changes that materially alter the approval plan or cause a
major deviation from approved operations
and any modification that increases loading on a platform by 10 percent or more.
(3) Major repair of damage to any platform.
This includes any corrective operations involving structural members affecting the
structural integrity of a portion or all of the
platform.
(4) Convert an existing platform at the current location for a new purpose.
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(i) You must adhere to the requirements of this subpart, including the industry standards in
§ 250.901.
(ii) Before you make a major repair to a floating platform, you must obtain approval from both the
MMS and the USCG for the repair.
(i) The Regional Supervisor will determine on a case-by-case basis the requirements for an application for conversion of an existing platform at the current location.
(ii) At a minimum, your application must include: the converted platform’s intended use; and a
demonstration of the adequacy of the design and structural condition of the converted platform.
(iii) If a floating platform, you must also adhere to USCG regulations for the fabrication, installation, and inspection of floating OCS facilities.
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Activity requiring application and approval
Conditions for conducting the activity
(5) Convert an existing mobile offshore drilling unit (MODU) for a new purpose.
(i) The Regional Supervisor will determine on a case-by-case basis the requirements for an application for conversion of an existing MODU.
(ii) At a minimum, your application must include: the converted MODU’s intended location and
use; a demonstration of the adequacy of the design and structural condition of the converted
MODU; and a demonstration that the level of safety for the converted MODU is at least equal
to that of re-used platforms.
(iii) You must also adhere to USCG regulations for the fabrication, installation, and inspection of
floating OCS facilities.
(c) Under emergency conditions, you
may make repairs to primary structural
elements to restore an existing
permitted condition without an
application or prior approval. You must
notify the Regional Supervisor of the
damage that occurred within 24 hours,
and you must notify the Regional
Supervisor of the repairs that were made
within 24 hours of completing the
repairs. If you make emergency repairs
on a floating platform, you must also
notify the USCG.
(d) You must determine if your new
platform or major modification to an
existing platform is subject to the
Platform Verification Program (PVP).
Section 250.910 of this subpart fully
describes the facilities that are subject to
the PVP. If you determine that your
platform is subject to the PVP, you must
follow the requirements of §§ 250.909–
250.918 of this subpart.
(e) MMS will cancel your approved
platform installation permits one year
after the approval is granted if the
platform is not installed. If MMS
cancels your permit approval, you must
resubmit your application.
§ 250.901 What industry standards must
your platform meet?
(a) In addition to the other
requirements of this subpart, your plans
for platform design, analysis,
fabrication, installation, use,
maintenance, inspection and assessment
must, as appropriate, conform to:
(1) American Concrete Institute (ACI)
Standard 318, Building Code
Requirements for Reinforced Concrete,
plus Commentary, (incorporated by
reference as specified in § 250.198);
(2) ACI 357R, Guide for the Design
and Construction of Fixed Offshore
Concrete Structures, (incorporated by
reference as specified in § 250.198);
(3) American Institute of Steel
Construction (AISC) Standard
Specification for Structural Steel
Buildings, Allowable Stress Design and
Plastic Design, with Commentary,
(incorporated by reference as specified
in § 250.198);
(4) American Petroleum Institute
(API) Recommended Practice (RP) 2A—
WSD, Recommended Practice for
Planning, Designing, and Constructing
Fixed Offshore Platforms-Working
Stress Design, (incorporated by
reference as specified in § 250.198);
(5) API RP 2FPS, Recommended
Practice for Planning, Designing, and
Constructing Floating Production
Systems, (incorporated by reference as
specified in § 250.198);
(6) API RP 2RD, Design of Risers for
Floating Production Systems (FPSs) and
Tension-Leg Platforms (TLPs),
(incorporated by reference as specified
in § 250.198);
(7) API RP 2SK, Recommended
Practice for Design and Analysis of
Station Keeping Systems for Floating
Structures, (incorporated by reference as
specified in § 250.198);
(8) API RP 2SM, Recommended
Practice for Design, Manufacture,
Installation, and Maintenance of
Synthetic Fiber Ropes for Offshore
Mooring, (incorporated by reference as
specified in § 250.198);
(9) API RP 2T, Recommended Practice
for Planning, Designing and
Constructing Tension Leg Platforms,
(incorporated by reference as specified
in § 250.198);
(10) API RP 14J, Recommended
Practice for Design and Hazards
Analysis for Offshore Production
Facilities, (incorporated by reference as
specified in § 250.198);
(11) American Society for Testing and
Materials (ASTM) Standard C 33–99a,
Standard Specification for Concrete
Aggregates, (incorporated by reference
as specified in § 250.198);
(12) ASTM Standard C 94/C 94M–99,
Standard Specification for Ready-Mixed
Concrete, (incorporated by reference as
specified in § 250.198);
(13) ASTM Standard C 150–99,
Standard Specification for Portland
Cement, (incorporated by reference as
specified in § 250.198);
(14) ASTM Standard C 330–99,
Standard Specification for Lightweight
Aggregates for Structural Concrete,
(incorporated by reference as specified
in § 250.198);
(15) ASTM Standard C 595–98,
Standard Specification for Blended
Hydraulic Cements, (incorporated by
reference as specified in § 250.198);
(16) AWS D1.1, Structural Welding
Code—Steel, including Commentary,
(incorporated by reference as specified
in § 250.198);
(17) AWS D1.4, Structural Welding
Code—Reinforcing Steel, (incorporated
by reference as specified in § 250.198);
(18) AWS D3.6M, Specification for
Underwater Welding, (incorporated by
reference as specified in § 250.198);
(19) NACE Standard MR0175, Sulfide
Stress Cracking Resistant Metallic
Materials for Oilfield Equipment,
(incorporated by reference as specified
in § 250.198);
(20) NACE Standard RP 01–76–94,
Standard RP, Corrosion Control of Steel
Fixed Offshore Platforms Associated
with Petroleum Production,
(incorporated by reference as specified
in § 250.198).
(b) You must follow the requirements
contained in the documents listed under
paragraph (a) of this section insofar as
they do not conflict with other
provisions of 30 CFR Part 250. You may
use applicable provisions of these
documents, as approved by the Regional
Supervisor, for the design, fabrication,
and installation of platforms such as
spars, since standards specifically
written for such structures do not exist.
You may also use alternative codes,
rules, or standards, as approved by the
Regional Supervisor, under the
conditions enumerated in § 250.141.
(c) For information on the standards
mentioned in this section, and where
they may be obtained, see § 250.198 of
this part.
(d) The following chart summarizes
the applicability of the industry
standards listed in this section for fixed
and floating platforms:
Industry standard
Applicable to . . .
ACI Standard 318, Building Code Requirements for Reinforced Concrete, Plus Commentary;
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Fixed and floating platform, as appropriate.
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Industry standard
Applicable to . . .
AISC Standard Specification for Structural Steel Buildings, Allowable Stress Design and
Plastic Design;.
ASTM Standard C33–99a, Standard Specification for Concrete Aggregates;.
ASTM Standard C94/C94M–99, Standard Specification for Ready-Mixed Concrete;.
ASTM Standard C150–99, Standard Specification for Portland Cement;.
ASTM Standard C330–99, Standard Specification for Lightweight Aggregates for Structural
Concrete;.
ASTM Standard C 595–98, Standard Specification for Blended Hydraulic Cements;.
AWS D1.1, Structural Welding Code—Steel;.
AWS D1.4, Structural Welding Code—Reinforcing Steel;.
AWS D3.6M, Specification for Underwater Welding;.
NACE Standard RP 01–76–94, Standard Recommended Practice (RP), Corrosion Control of
Steel Fixed Offshore Platforms Associated with Petroleum Production;.
API RP 2A—WSD, RP for Planning, Designing, and Constructing Fixed Offshore Platforms—Working Stress Design;.
ACI357R, Guide for the Design and Construction of Fixed Offshore Concrete Structures; .....
API RP 14J, RP for Design and Hazards Analysis for Offshore Production Facilities; .............
API RP 2FPS, RP for Planning, Designing, and Constructing, Floating Production Systems;.
API RP 2RD, Design of Risers for Floating Production Systems (FPSs) and Tension-Leg
Platforms (TLPs);.
API RP 2SK, RP for Design and Analysis of Station Keeping Systems for Floating Structures;.
API RP 2T, RP for Planning, Designing, and Constructing Tension Leg Platforms;.
API RP 2SM, RP for Design, Manufacture, Installation, and Maintenance of Synthetic Fiber
Ropes for Offshore Mooring.
§ 250.902 What are the requirements for
platform removal and location clearance?
You must remove all structures
according to §§ 250.1725 through
250.1730 of Subpart Q—
Decommissioning Activities of this part.
§ 250.903
What records must I keep?
(a) You must compile, retain, and
make available to MMS representatives
for the functional life of all platforms:
(1) The as-built drawings;
(2) The design assumptions and
analyses;
(3) A summary of the fabrication and
installation nondestructive examination
records;
(4) The inspection results from the
inspections required by § 250.919 of this
subpart; and
(5) Records of repairs not covered in
the inspection report submitted under
§ 250.919(b).
(b) You must record and retain the
original material test results of all
primary structural materials during all
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Fixed platforms.
Floating platforms.
stages of construction. Primary material
is material that, should it fail, would
lead to a significant reduction in
platform safety, structural reliability, or
operating capabilities. Items such as
steel brackets, deck stiffeners and
secondary braces or beams would not
generally be considered primary
structural members (or materials).
(c) You must provide MMS with the
location of these records in the
certification statement of your
application for platform approval as
required in § 250.905(j).
Platform Approval Program
§ 250.904 What is the Platform Approval
Program?
(a) The Platform Approval Program is
the MMS basic approval process for
platforms on the OCS. The requirements
of the Platform Approval Program are
described in §§ 250.904 through 250.908
of this subpart. Completing these
requirements will satisfy MMS criteria
for approval of fixed platforms of a
proven design that will be placed in the
shallow water areas (≤ 400 ft.) of the
Gulf of Mexico OCS.
(b) The requirements of the Platform
Approval Program must be met by all
platforms on the OCS. Additionally, if
you want approval for a floating
platform; a platform of unique design; or
a platform being installed in deepwater
(> 400 ft.) or a frontier area, you must
also meet the requirements of the
Platform Verification Program. The
requirements of the Platform
Verification Program are described in
§§ 250.909 through 250.918 of this
subpart.
§ 250.905 How do I get approval for the
installation, modification, or repair of my
platform?
The Platform Approval Program
requires that you submit the
environmental and structural
information in the following table for
your proposed project.
Required documents
Required contents
Other requirements
(a) Application cover letter .........
Proposed structure designation, lease number, area, name, and block number, and the type of facility your facility (e.g., drilling, production, quarters).
The structure designation must be unique for the field (some fields are
made up of several blocks); i.e. once a platform ‘‘A’’ has been used in the
field there should never be another platform ‘‘A’’ even if the old platform
‘‘A’’ has been removed. Single well free standing caissons should be given
the same designation as the well. All other structures are to be designated
by letter designations.
Latitude and longitude coordinates, Universal Mercator grid-system coordinates, state plane coordinates in the Lambert or Transverse Mercator Projection System, and distances in feet from the nearest block lines. These
coordinates must be based on the NAD (North American Datum) 27
datum plane coordinate system.
You must submit three copies.
If, your facility is subject to
the Platform Verficiation
Program (PVP), you must
submit four copies.
(b) Location plat .........................
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Your plat must be drawn to a
scale of 1 inch equals 2,000
feet and include the coordinates of the lease block
boundary lines. You must
submit three
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Required documents
Required contents
Other requirements
(c) Front, Side, and Plan View
drawings.
Platform dimensions and orientation, elevations relative to M.L.L.W. (Mean
Lower Low Water), and pile sizes and penetration.
(d) Complete set of structural
drawings.
The approved for construction fabrication drawings should be submitted including; e.g. cathodic protection systems; jacket design; pile foundations;
drilling, production, and pipeline risers and riser tensioning systems; turrets and turret-and-hull interfaces; mooring and tethering systems; foundations and anchoring systems.
A summary of the environmental data described in the applicable standards
referenced under § 250.901(a) of this subpart and in § 250.198 of Subpart
A, where the data is used in the design or analysis of the platform. Examples of relevant data include information on waves, wind, current, tides,
temperature, snow and ice effects, marine growth, and water depth.
Loading information (e.g., live, dead, environmental), structural information
(e.g., design-life; material types; cathodic protection systems; design criteria; fatigue life; jacket design; deck design; production component design; pile foundations; drilling, production, and pipeline risers and riser tensioning systems; turrets and turret-and-hull interfaces; foundations, foundation pilings and templates, and anchoring systems; mooring or tethering
systems; fabrication and installation guidelines), and foundation information (e.g., soil stability, design criteria).
All studies pertinent to platform design or installation, e.g., oceanographic
and/or soil reports including the overall site investigative report required in
section 250.906.
Loads imposed by jacket; decks; production components; drilling, production,
and pipeline risers, and riser tensioning systems; turrets and turret-andhull interfaces; foundations, foundation pilings and templates, and anchoring systems; and mooring or tethering systems.
This plan is described in § 250.919. .................................................................
Your drawing sizes must not
exceed 11″ × 17″. You must
submit three copies (four
copies for PVP applications).
Your drawing sizes must not
exceed 11″ × 17″. You must
submit one copy.
(e) Summary of environmental
data.
(f) Summary of the engineering
design data.
(g) Project-specific studies used
in the platform design or installation.
(h) Description of the loads imposed on the facility.
(i) A copy of the in-service inspection plan.
(j) Certification statement ...........
The following statement: ‘‘The design of this structure has been certified by
a recognized classification society, or a registered civil or structural engineer or equivalent, or a naval architect or marine engineer or equivalent,
specializing in the design of offshore structures. The certified design and
as-built plans and specifications will be on file at (give location)’’.
§ 250.906 What must I do to obtain
approval for the proposed site of my
platform?
(a) Shallow hazards surveys. You
must perform a high-resolution or
acoustic-profiling survey to obtain
information on the conditions existing
at and near the surface of the seafloor.
You must collect information through
this survey sufficient to determine the
presence of the following features and
their likely effects on your proposed
platform:
(1) Shallow faults;
(2) Gas seeps or shallow gas;
(3) Slump blocks or slump sediments;
(4) Shallow water flows;
(5) Hydrates; or
(6) Ice scour of seafloor sediments.
(b) Geologic surveys. You must
perform a geological survey relevant to
the design and siting of your platform.
Your geological survey must assess:
(1) Seismic activity at your proposed
site;
(2) Fault zones, the extent and
geometry of faulting, and attenuation
effects of geologic conditions near your
site; and
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(3) For platforms located in producing
areas, the possibility and effects of
seafloor subsidence.
(c) Subsurface surveys. Depending
upon the design and location of your
proposed platform and the results of the
shallow hazard and geologic surveys,
the Regional Supervisor may require
you to perform a subsurface survey.
This survey will include a testing
program for investigating the
stratigraphic and engineering properties
of the soil that may affect the
foundations or anchoring systems for
your facility. The testing program must
include adequate in situ testing, boring,
and sampling to examine all important
soil and rock strata to determine its
strength classification, deformation
properties, and dynamic characteristics.
If required to perform a subsurface
survey, you must prepare and submit to
the Regional Supervisor a summary
report to briefly describe the results of
your soil testing program, the various
field and laboratory test methods
employed, and the applicability of these
methods as they pertain to the quality
of the samples, the type of soil, and the
anticipated design application. You
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You must submit one copy.
You must submit one copy.
You must submit one copy of
each study.
You must submit one copy.
You must submit one copy.
An authorized company representative must sign the
statement. You must submit
one copy.
must explain how the engineering
properties of each soil stratum affect the
design of your platform. In your
explanation you must describe the
uncertainties inherent in your overall
testing program, and the reliability and
applicability of each test method.
(d) Overall site investigation report.
You must prepare and submit to the
Regional Supervisor an overall site
investigation report for your platform
that integrates the findings of your
shallow hazards surveys and geologic
surveys, and, if required, your
subsurface surveys. Your overall site
investigation report must include
analyses of the potential for:
(1) Scouring of the seafloor;
(2) Hydraulic instability;
(3) The occurrence of sand waves;
(4) Instability of slopes at the platform
location;
(5) Liquifaction, or possible reduction
of soil strength due to increased pore
pressures;
(6) Degradation of subsea permafrost
layers;
(7) Cyclic loading;
(8) Lateral loading;
(9) Dynamic loading;
(10) Settlements and displacements;
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(11) Plastic deformation and
formation collapse mechanisms; and
(12) Soil reactions on the platform
foundations or anchoring systems.
§ 250.907 Where must I locate foundation
boreholes?
(a) For fixed or bottom-founded
platforms and tension leg platforms,
your maximum distance from any
foundation pile to a soil boring must not
exceed 500 feet.
(b) For deepwater floating platforms
which utilize catenary or taut-leg
moorings, you must take borings at the
most heavily loaded anchor location, at
the anchor points approximately 120
and 240 degrees around the anchor
pattern from that boring, and, as
necessary, other points throughout the
anchor pattern to establish the soil
profile suitable for foundation design
purposes.
§ 250.908 What are the minimum structural
fatigue design requirements?
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Constructing Fixed Offshore Platforms
(incorporated by reference as specified
in 30 CFR 250.198), requires that the
design fatigue life of each joint and
member be twice the intended service
life of the structure. When designing
your platform, the following table
provides minimum fatigue life safety
factors for critical structural members
and joints.
(a) API RP 2A-WSD, Recommended
Practice for Planning, Designing and
If . . .
Then . . .
(1) There is sufficient structural redundancy to prevent catastrophic failure of the platform or structure under consideration.
(2) There is not sufficient structural redundancy to prevent catastrophic
failure of the platform or structure.
(3) The desirable degree of redundancy is significantly reduced as a result of fatigue damage.
The results of the analysis must indicate a maximum calculated life of
twice the design life of the platform.
The results of a fatigue analysis must indicate a minimum calculated
life or three times the design life of the platform.
The results of a fatigue analysis must indicate a minimum calculated
life of three times the design life of the platform.
(b) The documents incorporated by
reference in § 250.901 may require
larger safety factors than indicated in
paragraph (a) of this section for some
key components. When the documents
incorporated by reference require a
larger safety factor than the chart in
paragraph (a) of this section, the
requirements of the incorporated
document will prevail.
Platform Verification Program
§ 250.909 What is the Platform Verification
Program?
The Platform Verification Program is
the MMS approval process for ensuring
that floating platforms; platforms of a
new or unique design; platforms in
seismic areas; or platforms located in
deepwater or frontier areas meet
stringent requirements for design and
construction. The program is applied
during construction of new platforms
and major modifications of, or repairs
to, existing platforms. These
requirements are in addition to the
requirements of the Platform Approval
Program described in §§ 250.904
through 250.908 of this subpart.
§ 250.910 Which of my facilities are
subject to the Platform Verification
Program?
(a) All new fixed or bottom-founded
platforms that meet any of the following
five conditions are subject to the
Platform Verification Program:
(1) Platforms installed in water depths
exceeding 400 feet (122 meters);
(2) Platforms having natural periods
in excess of 3 seconds;
(3) Platforms installed in areas of
unstable bottom conditions;
(4) Platforms having configurations
and designs which have not previously
been used or proven for use in the area;
or
(5) Platforms installed in seismically
active areas.
(b) All new floating platforms are
subject to the Platform Verification
Program to the extent indicated in the
following table:
If . . .
Then . . .
(1) Your new floating platform is a buoyant offshore facility that does
not have a ship-shaped hull.
The entire platform is subject to the Platform Verification Program including the following associated structures:
(i) Drilling, production, and pipeline risers, and riser tensioning systems
(each platform must be designed to accommodate all the loads imposed by all risers and riser does not have tensioning systems);
(ii) Turrets and turret-and-hull interfaces;
(iii) Foundations, foundation pilings and templates, and anchoring systems; and
(iv) Mooring or tethering systems.
Only the following structures that may be associated with a floating
platform are subject to the Platform Verification Program:
(i) Drilling, production, and pipeline risers, and riser tensioning systems
(each platform must be designed to accommodate all the loads imposed by all risers and riser a ship-shaped tensioning systems);
(ii) Turrets and turret-and-hull interfaces;
(iii) Foundations, foundation pilings and templates, and anchoring systems; and
(iv) Mooring or tethering systems.
(2) Your new floating platform is a buoyant offshore facility with a shipshaped hull.
(c) If a platform is originally subject
to the Platform Verification Program,
then the conversion of that platform at
that same site for a new purpose, or
making a major modification of, or
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major repair to, that platform, is also
subject to the Platform Verification
Program. A major modification includes
any modification that increases loading
on a platform by 10 percent or more. A
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major repair is a corrective operation
involving structural members affecting
the structural integrity of a portion or all
of the platform. Before you make a
major modification or repair to a
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floating platform, you must obtain
approval from both the MMS and the
USCG.
(d) The applicability of Platform
Verification Program requirements to
other types of facilities will be
determined by MMS on a case-by-case
basis.
§ 250.911 If my platform is subject to the
Platform Verification Program, what must I
do?
If your platform, conversion, or major
modification or repair meets the criteria
in § 250.910, you must:
(a) Design, fabricate, install, use,
maintain and inspect your platform,
conversion, or major modification or
repair to your platform according to the
requirements of this subpart, and the
applicable documents listed in
§ 250.901(a) of this subpart;
(b) Comply with all the requirements
of the Platform Approval Program found
in §§ 250.904 through 250.908 of this
subpart.
(c) Submit for the Regional
Supervisor’s approval three copies each
of the design verification, fabrication
verification, and installation verification
plans required by § 250.912;
(d) Include your nomination of a
Certified Verification Agent (CVA) as a
part of each verification plan required
by § 250.912;
(e) Follow the additional
requirements in §§ 250.913 through
250.918;
(f) Obtain approval for modifications
to approved plans and for major
deviations from approved installation
procedures from the Regional
Supervisor; and
(g) Comply with applicable USCG
regulations for floating OCS facilities.
§ 250.912 What plans must I submit under
the Platform Verification Program?
If your platform, associated structure,
or major modification meets the criteria
in § 250.910, you must submit the
following plans to the Regional
Supervisor for approval:
(a) Design verification plan. You may
submit your design verification plan
with or subsequent to the submittal of
your Development and Production Plan
(DPP) or Development Operations
Coordination Document (DOCD). Your
design verification must be conducted
by, or be under the direct supervision
of, a registered professional civil or
structural engineer or equivalent, or a
naval architect or marine engineer or
equivalent, with previous experience in
directing the design of similar facilities,
systems, structures, or equipment. For
floating platforms, you must ensure that
the requirements of the USCG for
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structural integrity and stability, e.g.,
verification of center of gravity, etc.,
have been met. Your design verification
plan must include the following:
(1) All design documentation
specified in § 250.905 of this subpart;
(2) Abstracts of the computer
programs used in the design process;
and
(3) A summary of the major design
considerations and the approach to be
used to verify the validity of these
design considerations.
(b) Fabrication verification plan. The
Regional Supervisor must approve your
fabrication verification plan before you
may initiate any related operations.
Your fabrication verification plan must
include the following:
(1) Fabrication drawings and material
specifications for artificial island
structures and major members of
concrete-gravity and steel-gravity
structures;
(2) For jacket and floating structures,
all the primary load-bearing members
included in the space-frame analysis;
and
(3) A summary description of the
following:
(i) Structural tolerances;
(ii) Welding procedures;
(iii) Material (concrete, gravel, or silt)
placement methods;
(iv) Fabrication standards;
(v) Material quality-control
procedures;
(vi) Methods and extent of
nondestructive examinations for welds
and materials; and
(vii) Quality assurance procedures.
(c) Installation verification plan. The
Regional Supervisor must approve your
installation verification plan before you
may initiate any related operations.
Your installation verification plan must
include:
(1) A summary description of the
planned marine operations;
(2) Contingencies considered;
(3) Alternative courses of action; and
(4) An identification of the areas to be
inspected. You must specify the
acceptance and rejection criteria to be
used for any inspections conducted
during installation, and for the postinstallation verification inspection.
(d) You must combine fabrication
verification and installation verification
plans for manmade islands or platforms
fabricated and installed in place.
§ 250.913 When must I resubmit Platform
Verification Program plans?
(a) You must resubmit any design
verification, fabrication verification, or
installation verification plan to the
Regional Supervisor for approval if:
(1) The CVA changes;
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(2) The CVA’s or assigned personnel’s
qualifications change; or
(3) The level of work to be performed
changes.
(b) If only part of a verification plan
is affected by one of the changes
described in paragraph (a) of this
section, you can resubmit only the
affected part. You do not have to
resubmit the summary of technical
details unless you make changes in the
technical details.
§ 250.914
How do I nominate a CVA?
(a) As part of your design verification,
fabrication verification, or installation
verification plan, you must nominate a
CVA for the Regional Supervisor’s
approval. You must specify whether the
nomination is for the design,
fabrication, or installation phase of
verification, or for any combination of
these phases.
(b) For each CVA, you must submit a
list of documents to be forwarded to the
CVA, and a qualification statement that
includes the following:
(1) Previous experience in third-party
verification or experience in the design,
fabrication, installation, or major
modification of offshore oil and gas
platforms. This should include fixed
platforms, floating platforms, manmade
islands, other similar marine structures,
and related systems and equipment;
(2) Technical capabilities of the
individual or the primary staff for the
specific project;
(3) Size and type of organization or
corporation;
(4) In-house availability of, or access
to, appropriate technology. This should
include computer programs, hardware,
and testing materials and equipment;
(5) Ability to perform the CVA
functions for the specific project
considering current commitments;
(6) Previous experience with MMS
requirements and procedures;
(7) The level of work to be performed
by the CVA.
§ 250.915 What are the CVA’s primary
responsibilities?
(a) The CVA must conduct specified
reviews according to §§ 250.916,
250.917, and 250.918 of this subpart.
(b) Individuals or organizations acting
as CVAs must not function in any
capacity that would create a conflict of
interest, or the appearance of a conflict
of interest.
(c) The CVA must consider the
applicable provisions of the documents
listed in § 250.901(a); the alternative
codes, rules, and standards approved
under 250.901(b); and the requirements
of this subpart.
(d) The CVA is the primary contact
with the Regional Supervisor and is
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directly responsible for providing
immediate reports of all incidents that
affect the design, fabrication and
installation of the platform.
§ 250.916 What are the CVA’s primary
duties during the design phase?
(a) The CVA must use good
engineering judgement and practices in
conducting an independent assessment
of the design of the platform, major
modification, or repair. The CVA must
ensure that the platform, major
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modification, or repair is designed to
withstand the environmental and
functional load conditions appropriate
for the intended service life at the
proposed location.
(b) Primary duties of the CVA during
the design phase include the following:
Type of facility . . .
The CVA must . . .
(1) For fixed platforms and non-ship-shaped floating facilities .................
Conduct an independent assessment of all proposed:
(i) Planning criteria;
(ii) Operational requirements;
(iii) Environmental loading data;
(iv) Load determinations;
(v) Stress analyses;
(vi) Material designations;
(vii) Soil and foundation conditions;
(viii) Safety factors; and
(ix) Other pertinent parameters of the proposed design.
Ensure that the requirements of the U.S. Coast Guard for structural integrity and stability, e.g., verification of center of gravity, etc., have
been met. The CVA must also consider:
(i) Drilling, production, and pipeline risers, and riser tensioning systems;
(ii) Turrets and turret-and-hull interfaces;
(iii) Foundations, foundation pilings and templates, and anchoring systems; and
(iv) Mooring or tethering systems.
(2)For all floating facilities .........................................................................
(c) The CVA must submit interim
reports to the Regional Supervisor and
to you, as appropriate. The CVA, upon
completion of the design verification,
must prepare a final report and submit
one copy to the Regional Supervisor.
The CVA must submit the final report
within 90 days of the receipt of the
design data, or within 90 days from the
date the approval to act as a CVA was
issued, whichever is later. The CVA
must submit the final report to the
Regional Supervisor before fabrication
begins, and must include:
(1) A summary of the material
reviewed and the CVA’s findings;
(2) The CVA’s recommendation that
the Regional Supervisor either accept,
request modifications, or reject the
proposed design;
(3) The particulars of how, by whom,
and when the independent review was
conducted; and
(4) Any additional comments the CVA
may deem necessary.
§ 250.917 What are the CVA’s primary
duties during the fabrication phase?
(a) The CVA must use good
engineering judgement and practices in
conducting an independent assessment
of the fabrication activities. The CVA
must monitor the fabrication of the
platform or major modification to
ensure that it has been built according
to the approved design and the
fabrication plan. If the CVA finds that
fabrication procedures are changed or
design specifications are modified, the
CVA must inform you. If you accept the
modifications, then the CVA must so
inform the Regional Supervisor.
(b) Primary duties of the CVA during
the fabrication phase include the
following:
Type of facility . . .
The CVA must . . .
(1) For all fixed platforms and non-ship-shaped floating facilities ............
Make periodic onsite inspections while fabrication is in progress and
must verify the following fabrication items, as appropriate:
(i) Quality control by lessee and builder;
(ii) Fabrication site facilities;
(iii) Material quality and identification methods;
(iv) Fabrication procedures specified in the approved plan, and adherence to such procedures;
(v) Welder and welding procedure qualification and identification;
(vi) Structural tolerences specified and adherence to those tolerances;
(vii) The nondestructive examination requirements, and evaluation results of the specified examinations;
(viii) Destructive testing requirements and results;
(ix) Repair procedures;
(x) Installation of corrosion-protection systems and splash-zone protection;
(xi) Erection procedures to ensure that overstressing of structural
members does not occur;
(xii) Alignment procedures;
(xiii) Dimensional check of the overall structure, including any turrets,
turret-and-hull interfaces, any mooring line and chain and riser tensioning line segments; and
(xiv) Status of quality-control records at various stages of fabrication.
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Type of facility . . .
The CVA must . . .
(2) For all floating facilities ........................................................................
Ensure that the requirements of the U.S. Coast Guard floating for
structural integrity and stability, e.g., verification of center of gravity,
etc., have been met. The CVA must also consider:
(i) Drilling, production, and pipeline risers, and riser tensioning systems
(at least for the initial fabrication of these elements);
(ii) Turrets and turret-and-hull interfaces;
(iii) Foundation pilings and templates, and anchoring systems; and
(iv) Mooring or tethering systems.
(c) Reports. The CVA must submit
interim reports to the Regional
Supervisor and to you, as appropriate.
The CVA must prepare a final report
covering the adequacy of the entire
fabrication phase. The final report need
not cover aspects of the fabrication
already included in interim reports. The
CVA must submit one copy of the final
report to the Regional Supervisor within
90 days after completion of the
fabrication phase but before the
beginning of the installation phase. In
the final report the CVA must:
(1) Give details of how, by whom, and
when the independent monitoring
activities were conducted;
(2) Describe the CVA’s activities
during the verification process;
(3) Summarize the CVA’s findings;
(4) Confirm or deny compliance with
the design specifications and the
approved fabrication plan;
(5) Make a recommendation to accept
or reject the fabrication; and
(6) Provide any additional comments
that the CVA deems necessary.
§ 250.918 What are the CVA’s primary
duties during the installation phase?
(a) The CVA must use good
engineering judgment and practice in
conducting an independent assessment
of the installation activities.
(b) Primary duties of the CVA during
the installation phase include the
following:
The CVA must . . .
Operation or equipment to be inspected . . .
(1) Verify, as appropriate ..........................................................................
(i) Loadout and initial flotation operations;
(ii) Towing operations to the specified location, and review the towing
records;
(iii) Launching and uprighting operations;
(iv) Submergence operations;
(v) Pile or anchor installations;
(vi) Installation of mooring and tethering systems;
(vii) Final deck and component installations; and
(viii) Installation at the approved location according to the approved
design and the installation plan.
(i) The loadout of the jacket, decks, piles, or structures from each fabrication site;
(ii) The actual installation of the platform or major modification and the
related installation activities.
(i) The loadout of the platform;
(ii) The installation of drilling, production, and pipeline risers, and riser
tensioning systems (at least for the initial installation of these elements);
(iii) The installation of turrets and turret-and-hull interfaces;
(iv) The installation of foundation pilings and templates, and anchoring
systems; and
(v) The installation of the mooring and tethering systems.
Survey the platform after transportation to the approved location.
(i) Equipment;
(ii) Procedures; and
(iii) Recordkeeping.
(2) Witness (for a fixed or floating platform) .............................................
(3) Witness (for a floating platform) ..........................................................
(4) Conduct an onsite survey ...................................................................
(5) Spot-check as necessary to determine compliance with the applicable documents listed in § 250.901(a); the alternative codes, rules and
standards approved under 250.901(b); the requirements listed in
§ 250.903 and § 250.906 through 250.908 of this subpart and the approved plans.
(c) Reports. The CVA must submit
interim reports to you and the Regional
Supervisor, as appropriate. The CVA
must prepare a final report covering the
adequacy of the entire installation
phase, and submit one copy of the final
report to the Regional Supervisor within
30 days of the installation of the
platform. In the final report, the CVA
must:
(1) Give details of how, by whom, and
when the independent monitoring
activities were conducted;
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17:34 Jul 18, 2005
Jkt 205001
(2) Describe the CVA’s activities
during the verification process;
(3) Summarize the CVA’s findings;
(4) Write a confirmation or denial of
compliance with the approved
installation plan;
(5) Provide a recommendation to
accept or reject the installation; and
(6) Provide any additional comments
that the CVA deems necessary.
PO 00000
Frm 00028
Fmt 4701
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Inspection, Maintenance, and
Assessment of Platforms
§ 250.919 What in-service inspection
requirements must I meet?
(a) You must develop a
comprehensive annual in-service
inspection plan covering all of your
platforms. As a minimum, your plan
must address the recommendations of
the appropriate documents listed in
§ 250.901(a). Your plan must specify the
type, extent, and frequency of in-place
inspections which you will conduct for
E:\FR\FM\19JYR3.SGM
19JYR3
Federal Register / Vol. 70, No. 137 / Tuesday, July 19, 2005 / Rules and Regulations
both the above water and the below
water structure of all platforms, and
pertinent components of the mooring
systems for floating platforms. The plan
must also address how you are
monitoring the corrosion protection for
both the above water and below water
structure.
(b) You must submit a report annually
on November 1 to the Regional
Supervisor that must include:
(1) A list of fixed or floating platforms
inspected in the preceding 12 months;
(2) The extent and area of inspection;
(3) The type of inspection employed,
(i.e., visual, magnetic particle,
ultrasonic testing); and
(4) A summary of the testing results
indicating what repairs, if any, were
needed and the overall structural
condition of the fixed or floating
platform.
§ 250.920 What are the MMS requirements
for assessment of platforms?
(a) You must perform a platform
assessment when needed, based on the
platform assessment initiators listed in
sections 17.2.1–17.2.5 of API RP 2A–
WSD, Recommended Practice for
Planning, Designing and Constructing
Fixed Offshore Platforms—Working
Stress Design (incorporated by reference
as specified in 30 CFR 250.198).
(b) You must initiate mitigation
actions for platforms that do not pass
the assessment process of API RP 2A–
WSD.
(c) You must document all wells,
equipment, and pipelines supported by
the platform if you intend to use the
medium or low consequence of failure
exposure category for your assessment.
Exposure categories are defined in API
RP 2A–WSD Section 1.7.
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19:27 Jul 18, 2005
Jkt 205001
(d) MMS may require you to conduct
a platform assessment where reduced
environmental loading criteria are not
allowed.
(e) The use of Section 17, Assessment
of Existing Platforms, of API RP 2A–
WSD, is limited to existing fixed
structures that are serving their original
approved purpose.
§ 250.921 How do I analyze my platform for
cumulative fatigue?
(a) If you are required to analyze
cumulative fatigue on your platform
because of the results of an inspection
or platform assessment, you must
ensure that the safety factors for critical
elements listed in § 250.908 are met or
exceeded.
(b) If the calculated life of a joint or
member does not meet the criteria of
§ 250.908, you must either mitigate the
load, strengthen the joint or member, or
develop an increased inspection
process.
I 8. In § 250.1002, paragraphs (b)(4) and
(b)(5) are added to read as follows:
§ 250.1002
pipelines.
Design requirements for DOI
*
*
*
*
*
(b) * * *
(4) If you are installing pipelines
constructed of unbonded flexible pipe,
you must design them according to the
standards and procedures of API Spec
17J, incorporated by reference as
specified in 30 CFR 250.198.
(5) You must design pipeline risers for
tension leg platforms and other floating
platforms according to the design
standards of API RP 2RD, Design of
Risers for Floating Production Systems
(FPSs) and Tension Leg Platforms
PO 00000
Frm 00029
Fmt 4701
Sfmt 4700
41583
(TLPs), incorporated by reference as
specified in 30 CFR 250.198.
*
*
*
*
*
9. In § 250.1007, revise paragraph
(a)(4) to read as follows:
§ 250.1007
What to include in applications.
(a) * * *
(4) The application must include a
description of any additional design
precautions which were taken to enable
the pipeline to withstand the effects of
water currents, storm or ice scouring,
soft bottoms, mudslides, earthquakes,
permafrost, and other environmental
factors. If your application involves
using unbonded flexible pipe, you must:
(i) Review the manufacturer’s Design
Methodology Verification Report, and
the independent verification agent’s
(IVA’s) certificate for the design
methodology contained in that report, to
ensure that the manufacturer has
complied with the requirements of API
Spec 17J incorporated by reference as
specified in 30 CFR 250.198;
(ii) Determine that the unbonded
flexible pipe is suitable for its intended
purpose on the lease or pipeline rightof-way;
(iii) Submit to the MMS Regional
Supervisor the manufacturer’s design
specifications for the unbonded flexible
pipe; and
(iv) Submit to the MMS Regional
Supervisor a statement certifying that
the pipe is suitable for its intended use,
and that the manufacturer has complied
with the IVA requirements of API Spec
17J incorporated by reference as
specified in 30 CFR 250.198.
*
*
*
*
*
[FR Doc. 05–14038 Filed 7–18–05; 8:45 am]
BILLING CODE 4310–MR–P
E:\FR\FM\19JYR3.SGM
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Agencies
[Federal Register Volume 70, Number 137 (Tuesday, July 19, 2005)]
[Rules and Regulations]
[Pages 41556-41583]
From the Federal Register Online via the Government Printing Office [www.gpo.gov]
[FR Doc No: 05-14038]
[[Page 41555]]
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Part IV
Department of the Interior
-----------------------------------------------------------------------
Minerals Management Service
-----------------------------------------------------------------------
30 CFR Part 250
Oil and Gas and Sulphur Operations in the Outer Continental Shelf
(OCS)--Fixed and Floating Platforms and Structures and Documents
Incorporated by Reference; Final Rule
Federal Register / Vol. 70, No. 137 / Tuesday, July 19, 2005 / Rules
and Regulations
[[Page 41556]]
-----------------------------------------------------------------------
DEPARTMENT OF THE INTERIOR
Minerals Management Service
30 CFR Part 250
RIN 1010-AC85
Oil and Gas and Sulphur Operations in the Outer Continental Shelf
(OCS)--Fixed and Floating Platforms and Structures and Documents
Incorporated by Reference
AGENCY: Minerals Management Service (MMS), Interior.
ACTION: Final rule.
-----------------------------------------------------------------------
SUMMARY: This rule amends our regulations concerning platforms and
structures to include coverage of floating offshore oil and gas
production platforms. The rule also incorporates into MMS regulations a
body of industry standards pertaining to floating production systems
(FPSs). Limited changes are also made to regulations concerning oil and
gas production safety systems; and pipelines and pipeline rights-of-
way. These changes are needed because of the rapid increase in
deepwater exploration and development, and industry's increasing
reliance on floating facilities for those activities. Incorporating the
industry standards into MMS regulations will save the public the costs
of developing separate, and possibly duplicative, government standards,
and will streamline our procedures for reviewing and approving new
offshore floating platforms.
DATES: This rule becomes effective on August 18, 2005. The
incorporation by reference of the publications listed in the regulation
is approved by the Director of the Federal Register as of August 18,
2005.
FOR FURTHER INFORMATION CONTACT: Tommy Laurendine, Chief, Office of
Structural and Technical Support (OSTS) at (504) 736-5709 or FAX (504)
736-1747.
SUPPLEMENTARY INFORMATION:
Background
In response to the rapid increase in deepwater oil and gas
exploration and development, on December 27, 2001, MMS published a
proposed rule (66 FR 66851-66865) to amend subpart I of 30 CFR part
250--Platforms and Structures. The proposed rule was designed to
streamline the permitting process for floating platforms, and to
incorporate by reference into MMS regulations industry standards
addressing various aspects of FPSs.
The remarkable increase in oil and gas exploration, development,
and production in deepwater is due to the development of new
technologies that (1) enable drilling and production in deeper waters;
and (2) reduce operational costs and risks. In 1993, deepwater areas of
the OCS (water depths greater than 1,000 feet, or 305 meters) accounted
for approximately 12 percent of the oil and 2 percent of the gas of
total offshore production. Discovery and development of deepwater
fields began accelerating in 1994. By the end of 2004, deepwater areas
accounted for about 62 percent of the oil and 32 percent of the gas of
total offshore production.
The productivity of the new deepwater wells is enormous compared to
past wells in more shallow waters. Historically, offshore wells
generally have produced between 200 and 300 barrels (bbls) of oil per
day. However, some deepwater wells have produced at rates over 30,000
bbls per day. Success in deepwater is evident in both the high
production rates and sustained drilling for new discoveries announced
each year. Exploratory drilling has moved into water depths of over
10,000 feet (3,048 meters).
By 2003, 27 permanent development platforms had been approved for
installation in waters over 1,000 feet deep (305 meters). Of these, 16
structures are floating platforms and 11 are fixed. All of these
production platforms were approved on a case-by-case basis under
existing regulations. However, it will streamline the permitting
process for MMS to have a designated body of standards to specifically
deal with the whole new class of floating production platforms. The
offshore oil and gas industry has already developed its own body of
standards because of the recognized need to streamline the design
process for floating platform facilities and their subsystems. In
addition to describing the primary platform facilities, the industry
standards also govern production and pipeline risers, station-keeping
and mooring systems, flexible pipelines, and hazards analysis.
Use of Industry Standards
Under existing regulations, lessees and operators must use
standards that are acceptable to MMS or they will not receive a permit
to proceed with their development plans. If they do not choose to use
standards already incorporated in the regulations, they have the option
to use equivalent standards, provided they first obtain our approval.
The 1996 National Technology Transfer and Advancement Act (NTTAA)
(Pub. L. 104-113) directs Federal agencies to achieve greater reliance
on voluntary standards and standards-developing organizations by
participating in developing voluntary standards without dominating the
process. The NTTAA encourages ``the use by Federal agencies of private
sector standards, emphasizing where possible the use of standards
developed by private, consensus organizations'' to eliminate
``unnecessary duplication and complexity'' in developing standards and
regulations. Office of Management and Budget (OMB) Circular A-119
specifies the requirements for Federal agencies to implement the NTTAA.
According to Circular A-119, agencies must use domestic and
international voluntary consensus standards in their regulatory and
procurement activities instead of government standards, unless they
determine that the use of consensus standards would be inconsistent
with applicable law or otherwise impractical.
The Purpose of This Rule
The purpose of this rule is to incorporate into MMS regulations a
body of industry standards that will enable MMS to more efficiently
examine plans and issue permits for floating offshore platforms. Until
this rulemaking, MMS regulations have not specifically addressed these
facilities separately from fixed platforms. Therefore, this rule
includes a complete rewrite of subpart I of 30 CFR part 250 to address
floating platforms. This rule also modifies select sections of subpart
J concerning the incorporation of American Petroleum Institute (API)
Spec 17J and its use when installing pipelines constructed of unbonded
flexible pipe. Select sections of subpart H are modified to reference
API Recommended Practice (RP) 14J as well as API Spec 17J.
Incorporating the voluntary industry standards will save the public the
cost of developing government-specific standards.
This rule will enhance the efficient exploration and development of
the most promising new sources of United States oil and gas supplies in
the deepwater areas of the OCS in two ways. First, it will provide more
certainty to the lessees' design engineers so that they will know in
advance what design criteria are acceptable to MMS. Second, it will
enhance MMS engineers' abilities to review each new project to ensure
structural integrity, operational and human safety, and environmental
protection. The rule will establish a single body of standards on which
each new project can be based, and result in streamlining the
regulatory review process.
[[Page 41557]]
Incorporating the industry standards into MMS regulations will
dictate that respondents comply with the requirements in the
incorporated documents. This includes certified verification agent
(CVA) reviews and hazards analyses. This will increase the number of
CVA nominations and reports associated with the facilities, and require
hazards analysis documentation for new floating platforms. (In some of
the industry standards, the CVA is referred to as an independent
verification agent (IVA)). Industry sources estimate that it will cost
an average of $1.2 million to apply hazards analysis to each new
floating production facility. Requiring the industry hazards analysis
standard for all new deepwater floating production platforms will be
the most costly element of this rule.
With this final rule, MMS will incorporate seven API standards, and
one American Welding Society (AWS) standard. MMS has actively
participated in developing several of these standards, and believes
that it would be difficult for the agency to write government
regulations that would be either as technically detailed or as broad in
scope as the standards. Incorporating these standards will help reduce
the size and complexity of subpart I. Moreover, writing government
regulations embodying these standards would be time-consuming and not
economically efficient. Nor could it be done with the same level of
expertise that was involved in the industry effort. MMS believes that
it is entirely within the letter and spirit of the NTTAA that these
voluntary industry standards be incorporated into our regulations. It
is in the public interest that MMS adopt these standards.
The eight industry standards to be incorporated are as follows:
(1) API RP 2RD, Design of Risers for Floating Production Systems
(FPSs) and Tension-Leg Platforms (TLPs), First Edition, June 1998, API
Order No. G02RD1. This standard covers drilling, production, and
pipeline risers associated with all FPSs, including spars, TLPs, column
stabilized units (CSUs), and floating production, storage, and
offloading units (FPSOs). Moreover, it deals with construction of
flexible riser systems, which are not explicitly covered under current
regulations.
(2) API RP 2SK, Recommended Practice for Design and Analysis of
Stationkeeping Systems for Floating Structures, Second Edition,
December 1996, Effective Date: March 1, 1997, API Order No. G02SK2.
This standard addresses station-keeping systems for floating platforms.
These systems are not explicitly covered under current regulations.
(3) API RP 2T, Recommended Practice for Planning, Designing, and
Constructing Tension Leg Platforms, Second Edition, August 1997, API
Order No. G02T02. Over the past 13 years, every application for a TLP
installation in the OCS has relied on API RP 2T as the basis for its
design. MMS has approved each of these applications on a case-by-case
basis. There are now eight such installations in deepwater areas. For
all practical purposes, API RP 2T is the de facto industry guideline on
the design and construction of TLPs. In some areas, API RP 2T relies
heavily on the analysis contained in API RP 2A, which is already
incorporated into MMS regulations, particularly for environmental
loading and foundation and anchoring factors. Considered by itself, API
RP 2T imposes no new reporting requirements or third-party review
requirements.
(4) API RP 2FPS, Recommended Practice for Planning, Designing, and
Constructing Floating Production Systems, First Edition, March 2001,
API Order No. G2FPS1. API RP 2FPS serves as an ``umbrella document''
for all FPSs, except for TLPs (covered by API RP 2T). It incorporates
as second-tier standards the requirements of API RP 2RD, API RP 2SK,
API RP 14J, API Spec 17J, and those of other standards. Considered by
itself, API RP 2FPS imposes no new reporting requirements or third-
party review requirements.
(5) API RP 14J, Recommended Practice for Design and Hazards
Analysis for Offshore Production Facilities, First Edition, September
1, 1993, API Order No. 811-07200. Implementing this standard for all
new deepwater floating production platforms will be the most costly
element of this rule for industry. During 2000, a consensus was reached
within the industry that the complexities and safety issues involved in
FPSs warrant the application of this standard to all new FPSs,
variously described as CSUs, TLPs, spars, and FPSOs, etc. Deepwater
FPSs are the most complex systems on the OCS, and can include numerous
production wells that flow at over 20,000 bbls per day. Therefore, MMS
has concluded that new floating production facilities should be
assigned the highest priority for conducting hazards analysis. This
analysis should follow one or more of the methods described in API RP
14J. Further, MMS believes it is most efficient to address potential
safety and environmental hazards during the facility design phase.
(Hazards analysis is much less useful and less cost-effective when
applied to facilities that are already installed.) MMS will require an
analysis of operational hazards to be included as an integral part of
all Deepwater Operations Plans. Industry sources estimate that it will
cost an average of $1.2 million to apply API RP 14J hazards analysis in
the design of each new floating production facility.
(6) API Specification (Spec) 17J, Specification for Unbonded
Flexible Pipe, Second Edition, November 1999, Effective Date: July 1,
2000, API Order No. G17J02. For several years MMS has been permitting
remote subsea wells that use flexible pipe for deep sea production
pipelines. API Spec 17J serves the interests of environmental
protection and safety by providing guidance to both regulators and
industry on the proper design and construction of flexible pipelines
and flowlines. The industry projects that up to 50 percent of future
deepwater wells will be remote subsea wells tied back to existing
production platforms. There will also be an increasing number of
shallow water subsea tie-backs. Therefore, this standard will be
essential for future production operations.
(7) American Welding Society, AWS D3.6M:1999, Specification for
Underwater Welding (AWS D3.6M). MMS refers to this document every time
we receive an application for an underwater welding repair. This
document is analogous and complementary to the AWS Standard D1.1
(Structural Welding Code-Steel), which is used for above-water welding.
Both AWS D1.1 and AWS D1.4 (Structural Welding Code-Reinforcing Steel)
have been incorporated into current MMS regulations for over 20 years.
Further, MMS was a member of the subcommittee which developed AWS
D3.6M. Underwater welding is used infrequently because of the expense
involved in making such repairs. However, it has been used with great
success over the years to solve several complex underwater repair
problems, some in very deep water. MMS presently receives applications
for underwater welding repairs on an infrequent basis, and AWS D3.6M is
the primary document the industry follows for these purposes. This
standard needs to be incorporated into our regulations because MMS
anticipates a growing future need for underwater welding repairs.
Considered by itself, AWS D3.6M imposes no new reporting requirements
or third-party review requirements.
(8) API RP 2SM, Recommended Practice for Design, Manufacture,
Installation, and Maintenance of Synthetic Fiber Ropes for Offshore
[[Page 41558]]
Mooring, First Edition, March 2001, API Order No. G02SM1. This is a new
API RP that addresses an important component of offshore mooring
systems. To date, synthetic fiber ropes have seen only limited use in
the mooring systems of floating OCS platforms. Given the lack of long-
term experience with the use of synthetic fiber rope, API RP 2SM will
serve as the primary reference document for use in approving
applications which propose the use of such mooring systems. MMS was a
member of the API subcommittee which developed API RP 2SM.
Regulatory Changes in Addition to Documents Incorporated by Reference
This final rule totally reorganizes subpart I. Much of this
reorganization is a result of MMS'' incorporation of the 21st edition
of API RP 2A WSD, Recommended Practice for Planning, Designing and
Constructing Fixed Offshore Platforms--Working Stress Design; Twenty-
First Edition, December 2000. This document was incorporated into MMS
regulations, under separate rulemaking, on April 21, 2003. The
incorporation allowed the elimination of much of the verbiage in the
current subpart I regulations. Subpart I was further reorganized for
clarity in this final rule.
In addition to incorporating new industry documents, the revised
subpart I adds language specific to FPSs. This language complements the
December 16, 1998, Memorandum of Understanding (MOU) between MMS and
the U.S. Coast Guard (USCG) that was published in the Federal Register
on January 15, 1999 (64 FR 2660). The MOU describes our respective and
overlapping responsibilities for regulating oil and gas activities on
the OCS.
Discussion and Analysis of Comments
Since the MMS first proposed this rule in December 2001, the
location and numbering of many of the proposed regulatory sections has
changed. In some cases, the changes were made to provide a more logical
progression of the approval process. In other instances, proposed
regulatory sections were moved and renumbered in this final rule to
accommodate industry commentors' suggestions and additions to the
proposed rules. The following table shows the final rule section
numbers and the original proposed sections:
------------------------------------------------------------------------
Final section of 30 CFR Proposed section of 30 CFR
------------------------------------------------------------------------
Sec. 250.105......................... Sec. 250.105
Sec. 250.198......................... Sec. 250.198
Sec. 250.199......................... New content not in proposed
rule.
Proposed wording deleted from final Sec. 250.204
rule..
Sec. 250.800......................... Sec. 250.800
Sec. 250.803......................... Sec. 250.803
Sec. 250.900......................... Sec. 250.900
Sec. 250.901......................... Sec. 250.901
Sec. 250.902......................... Sec. 250.917
Sec. 250.903......................... Sec. 250.914
Sec. 250.904......................... New content not in proposed
rule.
Sec. 250.905......................... Sec. 250.902
Sec. 250.906......................... These requirements are not in
the proposed rule.
Requirements are from
superseded regulations at Sec.
250.909.
Sec. 250.907......................... Sec. 250.915
Sec. 250.908......................... Sec. 250.913
Sec. 250.909......................... New content not in proposed
rule.
Sec. 250.910......................... Sec. 250.903
Sec. 250.911......................... Sec. 250.904
Sec. 250.912......................... Sec. 250.905 and Sec.
250.907
Sec. 250.913......................... Sec. 250.906
Sec. 250.914......................... Sec. 250.908
Sec. 250.915......................... Sec. 250.909
Sec. 250.916......................... Sec. 250.910
Sec. 250.917......................... Sec. 250.911
Sec. 250.918......................... Sec. 250.912
Sec. 250.919......................... Sec. 250.916
Sec. 250.920......................... New content not in proposed
rule.
Sec. 250.921......................... Sec. 250.913; new content not
in proposed rule.
Sec. 250.1002........................ Sec. 250.1002
Sec. 250.1007........................ Sec. 250.1007
------------------------------------------------------------------------
Eight organizations submitted nine comments on the proposed
rulemaking. Respondents included the American Bureau of Shipping (ABS);
the Offshore Operator's Committee (OOC); Shell Exploration & Production
Company (Shell), which commented twice; the Independent Petroleum
Association of America (IPAA); the National Ocean Industries
Association (NOIA); ChevronTexaco; Newfield Exploration Company
(Newfield); and ATP Oil & Gas Corporation (ATP). These respondents
raised a number of complex issues that are discussed immediately below.
Issue No. 1: Subpart I Should Be Broken Down To Separately Address
Fixed and Floating Platforms
ChevronTexaco commented as follows:
There are significant differences between the two field
development concepts covered by the proposed rewrite of Subpart I:
The fixed production platform and the floating production platform.
These differences include such things as number of deployments of
each concept (a handful of floating production platforms versus
thousands of shallow and deepwater fixed platforms); design,
fabrication, and installation complexity; availability of design
firms and CVA firms; and cost. ChevronTexaco suggests that forcing
one Subpart to cover both concepts is extremely confusing, lacks
focus on the unique characteristics of the individual concepts, and
creates a document that is difficult to read. ChevronTexaco
recommends two distinctly separate sections of CFR 250, either
within Subpart I, or preferably in a new Subpart covering floating
production platforms. Ultimately, ChevronTexaco feels
[[Page 41559]]
this will provide for a clearer document by removing the ambiguities
created by attempting to use wording originally written for fixed
platform in rules for floating platforms.
More specifically, OOC commented concerning proposed Sec. 250.902
(Sec. 250.905 in the final rule):
* * * The proposed regulations seems [sic] to assume that the
design stages of a floating platform matches that for a fixed
platform. For a fixed platform, in many cases the platform is fully
designed and is then fabricated. For a floating platform, the design
may be done in stages with fabrication commencing on various systems
prior to the final design of other systems. This rule making does
not seem to take this into account. We suggest that MMS investigate
project sequencing and take that into account in the rulemaking.
NOIA, Shell, and Newfield all provided similar comments on this
question.
The Platform Verification Program (PVP) described in this final
rule at Sec. Sec. 250.909--250.918 (Sec. Sec. 250.903--250.912 in the
proposed rule) covers all new floating production platforms and fixed
platforms meeting one or more of five very specific criteria: (1)
Platforms installed in water depths exceeding 400 feet (122 meters);
(2) platforms having natural periods in excess of 3 seconds; (3)
platforms installed in areas of unstable bottom conditions; (4)
platforms having configurations and designs which have not previously
been used or proven for use in the area; or (5) platforms installed in
seismically active areas. The final rule language was changed to
highlight the differences between the requirements for fixed and
floating structures, but MMS concluded that separate subparts were not
necessary.
MMS agrees that the third-party justification procedures for fixed
versus floating platforms can differ significantly based on
certification procedures (e.g., use of a CVA versus a classification
society) and the regulatory agencies involved (e.g., primarily MMS for
a fixed platform, versus both MMS and USCG for a floating platform).
The regulatory language for certification under the PVP is written
broadly so that it can cover both fixed and floating platforms.
The specific path to obtain approval for a particular platform will
be based on the structural components and environmental conditions
peculiar to that platform. It is quite conceivable that a floating
platform will undergo more complicated design, CVA, and approval
processes than a fixed platform. After evaluating the comments, MMS
concluded that it is better to allow engineering staffs to use their
judgment in obtaining the various approvals than to try to write a
``cookbook'' regulation on the step-by-step certification or
classification process for the design, fabrication, and installation of
a hypothetical platform.
New innovations in offshore platforms are constantly emerging, and
it would be impractical, if not impossible, to cover all the
permutations in design or construction that could eventually evolve.
The fact that most of the deepwater facilities MMS has permitted are
floating facilities provides convincing evidence in favor of staying
flexible in adapting our regulations to various types of facilities.
Some commentors believe it would be more confusing to separate
subpart I into ``fixed'' and ``floating'' components, because of the
many systems and technical problems which both types of platforms have
in common. MMS agreed, and concluded that it was less satisfactory to
have two subsections, because the greater specificity concerning either
type of system could encourage more micro-managing in the final
regulations. This could lead to less flexibility for innovative
designs.
OOC commented concerning proposed Sec. 250.901(a):
* * * In lieu of listing the standards for fixed and floating
platforms together, it would be clearer if three lists were given:
1. Fixed only, 2. floating only and 3. fixed and floating. This
would eliminate confusion on the applicability of standards such as
14J which only new floating platforms have to meet.
Shell and Newfield provided similar comments.
MMS agreed, and has added a chart to the final regulation to reduce
confusion about the applicability of referenced industry standards.
Issue No. 2: The Subpart I Revisions Do Not Follow the MOU Between MMS
and USCG
OOC, in commenting on proposed Sec. 250.904(e), now final Sec.
250.911(g), asserted that ``The MOU gives the USCG sole jurisdiction
over the structural design of ship-shaped hulls and superstructures.''
MMS disagrees, and believes that this assertion oversimplifies the
MOU provisions assigning MMS's and USCG's respective and joint
responsibilities for offshore floating platforms. The specific items
listed in proposed Sec. 250.903(b), and now in Sec. 250.910(b) of
this final rule, include the following structures normally associated
with floating platforms: (1) Drilling and production risers, and riser
tensioning systems; (2) turrets and turret-and-hull interfaces; (3)
foundations and anchoring systems; and (4) mooring or tethering
systems. The following paragraphs address these items in their
respective order with regard to the MOU between MMS and USCG.
Section III of the MOU contains a table listing the agencies'
respective and joint responsibilities associated with mobile offshore
drilling units (MODUs) and fixed and floating OCS facilities. The table
indicates in Item 2.c that, for all floating facilities, MMS is the
lead agency for ``risers (drilling, production, and pipeline)'' and
further notes that ``Some pipeline risers may be subject to the
Research and Special Programs Administration's (RSPA) jurisdiction''
(64 FR 2662).
Concerning ``turrets and turret-and-hull interfaces,'' Item 2.a of
the MOU Section III table states as follows (64 FR 2661):
USCG responsibilities for fabrication, installation, and
inspection of floating units are found in 33 CFR Subchapter N. MMS
responsibilities are found in 30 CFR Subpart I. USCG and MMS will
each review the design of the turret and turret/hull interface
structure for ship-shaped floating facilities. All other aspects of
the design and fabrication of all ship-shape floating facilities
will receive only USCG review. All design, fabrication, and
installation activities of all non-ship-shape floating facilities
will be reviewed by both agencies.
Thus the MOU clearly shows that MMS and USCG both have
responsibility for reviews of the turret and turret/hull interface
structure of ship-shaped floating facilities.
Concerning ``foundations and anchoring systems,'' Item 4.a of the
MOU Section III table indicates that MMS is the lead agency for
foundations for both fixed and floating facilities (64 FR 2662). The
MOU was written this way because MMS is the Federal agency with the
geotechnical expertise essential for reviewing and evaluating
foundation integrity for fixed and floating production platforms.
Closely related to ``foundations and anchoring systems'' are
``mooring or tethering systems.'' Item 4.b of the MOU Section III table
indicates that ``mooring and tethering systems'' for floating
production facilities are under the joint responsibility of both MMS
and USCG. USCG is unquestionably the agency with the expertise and
responsibility for determining the safety and integrity of the hull of
a ship-shaped FPS. However, the anchoring and mooring system for a
ship-shaped FPS is inherently different from the anchoring and mooring
system for a ship. The FPS must remain moored on location for many
months, if not
[[Page 41560]]
years, and in such a way that oil and gas production systems will not
be adversely affected by excessive movement. For Item 4.b, the MOU
states that ``USCG is not responsible for site specific mooring
analysis.'' The question of an effective and safe mooring system cannot
be considered apart from the question of the sea bottom into which the
mooring system is anchored. Again, MMS is the agency with the
geotechnical expertise to determine whether the mooring system for a
FPS is being anchored into stable sediments.
OOC, commenting on proposed Sec. 250.901(a) stated:
* * * In the current MOU between MMS and USCG, the agencies have
joint jurisdiction over the structural design on non-ship shaped
hulls. USCG treats floating production platforms as MODUs. In 46 CFR
108.113, USCG requires each unit to meet the structural standards of
the American Bureau of Shipping ``Rules for Building and Classing
Offshore Mobile Drilling Units''. There is concern that there could
be conflicts between the recommended practices and standards
proposed for adoption in this rulemaking and the USCG structural
requirements. Industry has not undertaken an exhaustive study to
determine if conflicts exist. Further, it is confusing to industry
to have joint jurisdiction over the same system, especially when the
criteria is [sic] different. It is suggested that MMS and USCG work
together and either adopt the same criteria for systems in which
they have joint jurisdiction or that one agency clearly be given the
lead jurisdiction for each system and move away from the joint
jurisdiction where both agencies have to approve a system.
Shell, NOIA, and Newfield expressed similar concerns.
MMS believes that the respondents' concerns about coordination
between MMS and USCG are overstated. MMS further believes that the
procedures outlined in the new subpart I and the provisions of the MOU
between MMS and USCG are sufficient to mitigate industry's concerns of
duplicative and conflicting requirements between MMS and USCG. That
said, conflicts cannot be entirely avoided. In the responsibilities
section of the current MOU, three general classifications of facilities
are identified (i.e., MODU, fixed facility, and floating facility). The
lead agency for each system and sub-system is also identified.
Since USCG reviews the general marine requirements for floating
facilities from a ship perspective, and MMS reviews oil and gas
operations on this facility from a platform perspective, it is not
always possible to adopt the same criteria. However, the MOU requires
the identified lead agency to coordinate with the other agency, as
appropriate, and also requires that both agencies work together to
develop necessary standards and to minimize duplicative and conflicting
requirements whenever there are overlapping responsibilities. MMS does
not believe that anything in this final rulemaking will prevent this
coordination from continuing.
Issue No. 3: There Could Be Conflicts Between the MMS Platform
Verification Program and the USCG Subchapter N Requirements for
Floating Facilities
OOC commented as follows in its cover letter:
* * * In the current Memorandum of Understanding (MOU) between
MMS and USCG, both agencies have joint jurisdiction and
responsibility to review and approve the structural design of non
ship shaped floating platforms. Prior to this rulemaking, MMS did
not have regulations expressly covering floating platforms;
therefore, floating platforms have been designed in accordance with
USCG regulations which rely heavily on American Bureau of Shipping
Rules for Building and Classing Mobile Offshore Drilling Units (ABS
MODU rules). USCG has approved the use of other rules and guides as
well as industry standards as appropriate to supplement the ABS MODU
rules. Due to the high level of activity in deepwater and the
limited staff available within companies, we have not undertaken an
exhaustive comparative review of the proposed documents to be
incorporated by reference with the ABS MODU rules. However, there is
a high probability that conflicts may occur. In the event that
conflicts do occur, how will the conflict be resolved between MMS
and USCG regulations on the same system?
The joint jurisdiction of MMS and USCG over the same systems is
confusing to industry, especially when conflicts occur. There are
several approaches that we believe MMS and USCG could consider to
eliminate the concern over joint jurisdiction. One would be to adopt
identical regulations for systems subjected to joint jurisdiction.
Or, MMS and USCG could work together to clearly identify lead
agencies with the authority to approve each system in lieu of both
agencies approving each system. Or, since the concept of
verification agents is acceptable to both MMS and USCG, a
verification agent that is acceptable to both agencies could review
the project utilizing the best regulations and standards for the
specific project or system, regardless if the regulations were
identical between the two agencies.
Continuing coordination between MMS and USCG is required during the
review and approval of OCS floating platforms. For the reasons stated
under the preceding Issue No. 2, it is unrealistic to expect MMS and
USCG to adopt identical standards because of the different natures of
the types of facilities they regulate, and the separate
responsibilities assigned to each agency by Congress. Both agencies
have worked diligently through various MOUs over the years to adapt
their regulatory requirements to changing technology, circumstances,
and statutory responsibilities.
USCG is currently revising the regulations at 33 CFR subchapter N.
Since these are draft regulations, MMS believes it would be
counterproductive at this time to do a complete and detailed comparison
between our final subpart I regulations and the USCG proposed version
of 33 CFR subchapter N. Prior to finalizing subchapter N, USCG and MMS
have agreed to do a detailed comparison of the floating platform
requirements of both agencies to identify and eliminate potential
conflicts to the maximum extent practicable.
Concerning the matter of CVAs that are acceptable to both MMS and
USCG, neither MMS nor USCG believes it should be in the business of
certifying or recommending CVAs. Nevertheless, MMS would encourage
lessees to submit qualification statements for CVAs that would be
acceptable to both MMS and USCG.
Issue No. 4: It Is Unclear What Submissions MMS Expects To Receive
OOC commented concerning proposed Sec. 250.903(b), Sec.
250.910(b) in this final rule:
* * * Since the structures listed as (1)(2)(3) and (4) are not
mentioned in (proposed) Sec. 250.902, it is not clear what
information MMS expects to be provided in the application process or
in the CVA process. Please clarify.
For clarity in this final rule, language was added to the table in
Sec. 250.905(d), (f), and (h) concerning the items listed in proposed
Sec. 250.903(b). Briefly summarized, MMS expects to see all structures
under our jurisdiction submitted through the normal platform approval
process. The PVP is required for all platforms that do not meet
standard design criteria for shallow waters. This will always be the
case for a floating platform.
Issue No. 5: It Is Unclear What Is Expected of the CVA Process for
Floating Platforms
Concerning proposed Sec. 250.905(a), OOC commented:
* * * The design verification plan requirements are confusing.
The proposed regulation appears to be based on CVA processes for
fixed platforms. These are not applicable for floating platforms.
MMS should write separate requirements for CVA processes for fixed
and floating systems. For floating systems, the operator submits the
design documentation specified in (1), (2) and (3) directly to the
CVA, not to MMS to
[[Page 41561]]
give to the CVA. Is this a change in the program? Also, in most
cases for a floating system, all the required information will not
be given to the CVA at one time, but rather will be given to the CVA
in a sequential manner as it is generated. It is recommended that
MMS investigate the process used for the floating systems to date
and modify the proposed rule accordingly.
OOC provided nearly identical comments on proposed Sec.
250.905(b). Shell provided similar comments. Those proposed subsections
were renumbered as Sec. Sec. 250.912(a) and (b) in this final rule.
As explained above in Issue No. 1, concerning whether subpart I
should be broken down to separately address fixed and floating
platforms, MMS agrees that a floating platform probably will undergo
more complicated design, CVA, and approval processes than a fixed
platform. MMS concluded that it is better to allow the companies'
engineering staffs to use their judgment in obtaining the various
approvals rather than for MMS to impose a rigid step-by-step
certification or classification process for the design, fabrication,
and installation of each style and permutation of a platform.
MMS has not changed the program with respect to how PVP materials
are submitted to the CVA. MMS has always required this information to
be directly provided by the operator to both MMS and the CVA. The CVA's
responsibilities during the design, fabrication, and installation
phases are described in final Sec. Sec. 250.916, 250.917, and 250.918,
respectively. The CVA for each phase will not be able to perform these
responsibilities in a proper manner without access to all the
documentation submitted to MMS.
MMS agrees with OOC that in most cases, and for floating platforms
in particular, required information will not be given to either the CVA
or MMS at one time, but rather will be provided in a sequential manner
as it is generated. This is to be expected, and is acceptable from our
viewpoint. MMS is willing to review Platform Verification and CVA
documentation as it becomes available, and there is no requirement in
our regulations to submit it at one time. The only MMS requirements
with respect to timing are the requirement in new Sec. 250.912(a) that
the lessee may not submit its design verification plan before
submitting a Development and Production Plan (DPP) or a Development
Operations Coordination Document (DOCD), and the requirement in new
Sec. 250.912(d) that operators combine fabrication verification plans
and installation verification plans for man-made islands.
This final rule should make it easier to obtain approvals for
floating offshore platforms. MMS has concluded that it is best to issue
this final rule, rather than re-propose it with two separate CVA
processes for fixed and floating platforms, as OOC suggests.
Concerning proposed Sec. 250.910(d), located at Sec. 250.916(c)
in this final rule, OOC continued:
* * * It should also be recognized that for floating systems,
the CVA has been verifying the design to the USCG requirements since
MMS had not established design requirements. It will take the CVA
longer to verify the design to the new requirements. In the cases
where the CVA is also approving the design for Class and/or USCG,
they will also have to verify the design to those requirements.
MMS agrees that it may take the CVA longer to verify the design to
the new regulatory requirements. For those cases where the CVA is also
approving the design for Class and USCG requirements, USCG will also
have to verify the design requirements. This process is addressed in
the current MOU between MMS and USCG.
OOC and Shell requested that naval architects be included in the
list of personnel conducting the design verification described in
proposed Sec. 250.905(a). MMS agrees, and Sec. 250.912(a) of our
final rule has been amended accordingly.
Concerning proposed Sec. 250.911(f), OOC and Shell requested,
``Please clarify if the fabrication CVA is expected to verify the
center of gravity, etc. that is normally considered to be part of the
USCG review and approval.''
MMS understands industry's concerns about coordination between MMS
and USCG, particularly regarding floating platforms, and added language
to final Sec. Sec. 250.916(b) and 250.917(b) stating, ``For floating
platforms, the CVA must ensure that the requirements of the USCG for
structural integrity and stability, e.g., verification of center of
gravity, etc., have been met.''
Concerning proposed Sec. 250.905(c), (Sec. 250.912(c) in this
final rule), OOC commented, ``We assume that the inspections discussed
in (4) are the inspections performed immediately after installation to
ensure that no damage was done during the installation activities.''
OOC is correct. The final rule includes revised language in Sec.
250.912(c)(4) to clarify this point. In some cases it may be desirable
to conduct intermediate inspections during installation to ensure that
the installation is continuing according to plan.
Issue No. 6: The Submission and Review Timeframes for Various Documents
Are Unclear
OOC and Shell commented concerning the proposed Sec. 250.904(b)
requirement for three copies each of the design verification,
fabrication verification, and installation verification plans, now
contained in Sec. 250.911(c) of this final rule, that the ``MMS should
establish a time frame for approval following the submittal of the
required plans.''
MMS does not agree. The industry respondents themselves have all
expressed concerns about the complexity of the new subpart I approval
processes, and uncertainty about their own ability to provide adequate
documentation to obtain the necessary approvals from both MMS and USCG.
The submission, review, and approval processes are all very complex.
Therefore, MMS concluded that it would be unwise to try to put a
scheduled approval process in place for any segment of the PVP. As
discussed above under Issue No. 5, MMS agrees with OOC that in most
cases, and for floating platforms in particular, required information
will not be given to either the CVA or MMS at one time, but rather will
be provided in a sequential manner as it is generated. The regulations
do not require that all information under the PVP be submitted at one
time.
As mentioned earlier in our discussion of Issue No. 2, some
conflicts between MMS and USCG cannot be avoided, and this means that
there can be no certain schedule for review and approval. In the
responsibilities section of the MOU between MMS and USCG, a lead agency
is identified not only for each system, but also for each sub-system.
For example, each agency is identified as the lead agency for some
aspect of the station keeping system (including foundations, moorings,
and tethering systems; or dynamic positioning). Each agency must review
the design of the station keeping system with respect to foundations,
moorings, and tethering systems, since it affects the floating
stability of the facility and the drilling and production operations on
the facility. Any disagreements will need to be discussed and resolved,
and MMS cannot guarantee a certain review and approval schedule in such
situations.
Concerning proposed Sec. 250.910(d), now Sec. 250.916(c) in this
final rule, OOC commented:
* * * These requirements appear to be based on fixed platforms
and are not applicable to floating platforms. The requirement to
submit the design CVA
[[Page 41562]]
reports within 6 weeks of receipt of the design data for a fixed
platform is too short a period. Recommend that the requirement be
revised to within 90 days of the receipt of the design data, but at
least prior to facility installation. For floating platforms, the
complete design data is not provided to the CVA in one package;
therefore, there should be some recognition of a phased approach. In
all cases, the final report should be issued to MMS prior to
installation.
Shell provided similar comments.
MMS agrees with OOC and Shell, and amended final Sec. 250.916(c)
to specify that the CVA must submit the design verification report
within 90 days of the receipt of the design data. However, MMS has also
specified that the design verification report must be submitted before
fabrication begins, rather than before installation begins.
Also, OOC and Shell commented concerning proposed Sec. 250.911(f)
that the requirement to submit the fabrication CVA reports immediately
after completion of the fabrication is not really defined. They
recommend that the requirement be revised to within 90 days of the
completion of fabrication, but at least prior to facility installation.
MMS agrees with OOC and Shell, and amended final Sec. 250.917(c)
to specify that the CVA must submit the fabrication report within 90
days of the completion of fabrication, but before installation begins.
OOC and Shell also commented concerning proposed Sec. 250.912(e)
that the requirement to submit the installation CVA reports within 2
weeks of completion of the installation is too short a period. They
recommended that the requirement be revised to within 30 days of the
completion of the facility installation.
MMS agrees, and amended final Sec. 250.918(c) accordingly.
Issue No. 7: MMS Should Write Clear and Comprehensive Regulations That
Do Not Require Later Notices to Lessees and Operators (NTLs) To Explain
or Interpret Regulations to Industry
In its cover letter to MMS concerning the proposed rule, OOC
commented:
Further, we have heard comment by MMS that either in conjunction
or following this rulemaking effort, MMS is considering issuing a
Notice to Lessees (NTL) explaining the interpretation of the
regulation. We believe that the regulation should be written in a
clear, comprehensive fashion such that a NTL, if needed at all,
would only cover limited areas. Appropriate areas to be included in
a NTL would be such specifics as a time frame for conducting
inspection under API RP 2A for existing platforms and a list of
acceptable CVAs.
MMS agrees. The agency has written this rule to be as comprehensive
and clear as possible to minimize the chances that an NTL will be
required. If it is found that an NTL is needed, MMS agrees it should
only address limited, site-specific areas, and provide guidance on how
to implement the existing regulation.
Issue No. 8: Floating Platforms Designed According to ``Class'' Should
Not Need Specific Approval of the MMS Regional Supervisor
Concerning proposed Sec. 250.901(b), both OOC and Shell stated:
If an operator chooses to Class his floating platform, the
systems covered by Class should be allowed to be designed to Class
rules without seeking specific approval from the Regional
Supervisor.
MMS recognizes that the decision to design a platform according to
``Class'' requirements provides a level of safety in verifying the
structural stability of the platform. However, since this decision is
optional and there is no requirement to maintain the Class of a
platform, MMS must ensure that all OCS platforms meet MMS regulations.
Therefore, all OCS platforms, including those that the lessee or
operator chooses to design according to Class requirements, will
continue to be specifically approved by the MMS Regional Supervisor
under current regulations.
Concerning proposed Sec. 250.902(j), now Sec. 250.905(j) in this
final rule, Shell commented:
The Certification required in (j) `The design of this structure
has been certified by a recognized classification society * * *.' is
stated as if the design at the time the application has been made
has already been reviewed and approved. At the time the application
is made, the design of a floating structure will NOT have been
certified by a recognized classification society. We recommend that
you restate the Certification to `The design of this structure will
be certified * * *'.
MMS cannot agree with the requested word change. Because of the
schedule on some projects, MMS receives applications for platforms
prior to the design being completed. However, these applications must
include evidence that the design is in the process of being certified.
Prior to installation, a final certified design must be submitted for
approval by the MMS Regional Supervisor.
Concerning proposed Sec. 250.903(a), Sec. 250.910(a) in the final
rule, OOC and Shell commented:
If an operator chooses to Class the structure, the systems
covered by Class should not be subject to the Verification program,
rather the operator should be required to submit a Class certificate
once it is issued following the installation of the structure.
In order for MMS to agree with the OOC and Shell proposal, MMS
would have to agree to defer to the procedures used to Class each
floating platform, and MMS would also have to require that the Class
for each floating platform be maintained and renewed for the life of
the platform. As explained in its response to the first comment on this
issue, MMS will not do that. The PVP is not an optional program in lieu
of designing a platform according to Class requirements. This program
has served MMS and industry well, and MMS intends to continue to
maintain the program of third party verification for platform design,
fabrication, and installation. Under the OCS Lands Act, MMS is
obligated to oversee oil and gas exploration, development, and
production operations on the OCS to ensure that they are conducted in a
safe manner. The verification of production platforms is a part of that
responsibility.
Issue No. 9: MMS Should Better Define What Is Meant by ``New'' Floating
Platforms and ``Major Modifications''
Newfield commented, ``Definitions of `new' and `major modification'
are vague and require more precise definitions to prevent confusion and
interpretation problems.''
Also with respect to new facilities, OOC and Shell commented
regarding Sec. 250.800(b) and Subpart I:
1. How is `new' defined? It should be realized that in many
cases there is a long lead time between the initial design of the
platform, the facilities, mooring and risers and fabrication and
installation. All floating platforms currently in either the late
stages of design or being fabricated may not fully comply with all
of the proposed regulations. This comment is applicable to other
parts of the proposed regulation where `new' is utilized.
2. How are fixed and floating platforms handled that are reused
or relocated to a different block than where they were originally
sited? Is the design grandfathered to the rules in place at the time
the unit was designed, fabricated and originally installed or will
it have to meet any new requirements that have been adopted since
the initial installation? Is there a difference in the way fixed
platforms are handled from floating platforms?
From MMS's perspective, a ``new platform'' means a newly-
constructed platform at a certain location, or a used platform that is
either moved to a new site or used for a new purpose. In the first
situation, the platform is considered a ``newbuild.'' In the latter
situation, it would be a used platform converted for a new use or at a
new site. There is no ``grandfathering'' of prior
[[Page 41563]]
standards for relocated platforms. For either a newbuild or a
relocated/new-use platform, the platform would have to meet MMS
regulations as they exist at the time the platform design is reviewed
(or re-reviewed) by MMS. For fixed platforms, all design, fabrication,
and installation requirements would be governed by MMS regulations.
Floating platforms would be governed by both MMS and USCG regulations,
as described above in the Issue No. 2 discussion concerning the MOU
between MMS and USCG.
In the case of a used platform, the design is approved for the new
use or site, and the used platform would have to meet the requirements
of Section 15 of API RP 2A, which addresses the key aspects of reused
platforms. Relocated facilities would have to meet all new
requirements, and pass the inspection requirements listed in Section 15
of API RP 2A. The Twenty-first Edition of API RP 2A was incorporated
into MMS regulations under a separate rulemaking on April 21, 2003.
Although API RP 2A addresses fixed structures, MMS would apply some
of the principles and methodologies outlined in API RP 2A for reused
facilities to floating platforms also. In addition, there are certain
structural fatigue considerations related to floating platforms that
are partly covered in other API standards, such as API RP 2FPS and API
RP 2SK, and which would be applicable to reused floating facilities.
Finally, a reused floating facility relocated to a new site would be
treated as a new facility requiring an API RP 14J hazards analysis.
Once the design for any fixed or floating platform is approved, MMS
regulations at the time of the design approval will govern the
fabrication and installation phases as well. In that sense, the subpart
I regulations are grandfathered when the platform design is approved
for a specific platform, use, and location. MMS has always followed
this principle under subpart I.
Concerning proposed Sec. 250.900(a), (Sec. 250.900(a) and (b) in
this final rule), OOC commented:
Although major modification is vaguely defined in 250.900(a)(2),
industry is confused by the definition and it is not clear what MMS
means by the definition. Either more precise definition is needed or
examples need to be given. Is there a difference in major
modification to a fixed platform versus a floating platform?
OOC and Shell further commented concerning proposed Sec.
250.903(c), (Sec. 250.909 in this final rule):
What constitutes a major modification to a fixed or floating
platform? Does it include such things as increased loading due to
additional topsides equipment or loading from additional wells or
risers?
From MMS's perspective, a major modification would be any
modification to a structure that affects loading by more than 10
percent. This definition follows the principle that MMS has used over
the years, as well as the guidance in API RP 2A, Section 17,
``Assessment of Existing Platforms,'' Subsection 17.2.6, ``Definition
of Significant.'' This definition states: ``Cumulative damage or
cumulative changes from the design premise are considered to be
significant if the total of the resulting decrease in capacity due to
cumulative damage and the increase in loading to cumulative changes is
greater than 10 percent.'' Although, the subsection is written to apply
to either damage or structural changes, MMS believes this is a good
principle to follow for all platforms. This is especially important for
floating platforms, because of the stability issues that arise when
additional loads are added to floating structures. Thus, when OOC and
Shell ask whether a ``major modification'' could include ``increased
loading due to additional topsides equipment or loading from additional
wells or risers,'' the answer is ``yes.'' Also, repairs to a structure
to correct damage could be seen as a major modification if they
increase loading on the platform by 10 percent or more.
MMS will evaluate proposed modifications on a case-by-case basis.
Language has been added to both Sec. 250.900(b) and Sec. 250.910(c)
in this final rule to clarify that a major modification includes any
modification that increases loading on a platform by 10 percent or
more, and requiring that lessees and operators consult with both MMS
and USCG in seeking approval for a major modification to a floating
platform.
Issue 10: The Application of American Petroleum Institute (API)
Recommended Practice (RP) 14J, and API RP 2FPS to ``New'' Floating
Production Platforms Needs Clarification
Concerning proposed Sec. 250.803, ABS commented:
We note the proposed incorporation of API RP 14J into the
revised rules. In this regard, we note that much of 14J was written
from the standpoint of use with fixed platforms. With respect to
floating structures (such as spars and FPSO's) it is unclear whether
the risk assessment methodologies and checklists accompanying the
14J document will adequately cover the integration of vital process
and marine systems (such as ballast control, stability, marine
system integration, cargo transfer, etc.), where simultaneous
operations and cross-overs are prevalent. The hazards assessment
methodology proposed by MMS should therefore consider ways to ensure
that strict adherence to 14J in carrying out a hazards analysis on a
floating installation will address this vital marine/process system
relationship.
Concerning proposed Sec. 250.901, ABS commented:
It is noted in the proposed rulemaking commentary that API RP
2FPS is an umbrella document imposing no new requirements directly.
Structural and production facility requirements are specifically
referenced throughout Sec. 250. Prior to this rulemaking MMS had no
specific rules for marine and other non-production related systems
for floating production units, as are found in API RP 2FPS. A
specific statement as to MMS intentions relative to these non-
production systems would be appropriate.
MMS agrees with ABS that API RP 14J and API RP 2FPS may not by
themselves completely address all aspects of floating facilities to be
regulated under subpart I. Nevertheless, these two industry references
serve very useful purposes. API RP 2FPS provides guidance on all of the
associated marine systems, as well as drilling and production systems,
and how they fit together and interact with each other. MMS knows of no
other standard that performs this function. Though API RP 14J was
initially developed to address hazards analysis approaches for drilling
and production systems on fixed offshore platforms, these same systems
will be installed on floating offshore platforms. Further, the hazards
analysis approaches presented in Section 7 of API RP 14J will prove
important in considering simultaneous operations and cross-over that
will occur on floating offshore platforms. That is why MMS is
incorporating these two documents by reference into our regulations,
and intends to employ them, as appropriate, in our review of new
floating production facilities.
Issue No. 11: The Application of American Petroleum Institute (API)
Recommended Practice (RP) 2A to Fixed Production Platforms Needs
Clarification
ABS commented concerning proposed Sec. 250.901:
The document adopts the API-RP2A-WSD. Is the API - RP2A - LRFD
not acceptable at this time for any application? Some of the
requirements in API - RP2A - LRFD, such as hydrostatic collapse of
tubular members for deepwater applications, may be more reasonable
than those in WSD. If acceptable, guidance in the regulations should
specify load and resistance factors.
Since the early 1980s, MMS has followed the policy currently
outlined in Sec. 250.141 of our operating
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regulations, whereby MMS promotes the use of technology or innovative
practices that are not specifically mentioned or otherwise covered
under our regulations. For example, Sec. 250.141 tells the lessee or
operator that ``You may use alternate procedures or equipment after
receiving approval as described in this section.'' The approval must be
in writing from either the MMS District or Regional Supervisor.
Paragraph (a) of Sec. 250.141 requires that ``Any alternate procedures
or equipment that you propose to use must provide a level of safety and
environmental protection that equals or surpasses current MMS
requirements.'' Paragraph (c) of Sec. 250.141 requires that the lessee
or operator submit information or provide an oral presentation to
describe the site-specific applications, performance characteristics,
and safety features of the proposed alternate procedures or equipment.
Thus, if a lessee or operator believes that the load and resistance
factors design (LRFD) version of API RP 2A is more appropriate for its
proposed platform than the working stress design (WSD) version, the
lessee or operator may submit its arguments to use the former under
Sec. 250.141 of MMS operating regulations. As stated previously in
this discussion, MMS has already incorporated the Twenty-First Edition
of API RP 2A into our regulations under a separate rulemaking dated
April 21, 2003.
Issue No. 12: MMS Should Publish a List of Acceptable CVAs for Various
Types of Structures
In their cover letter, OOC commented:
* * *In lieu of submitting a qualification statement and
obtaining approval for each CVA for each project, MMS should publish
a list of acceptable CVAs for various types structures for which a
qualification statement is not required. For example, ABS and DNV
for spars and TLPs. If an operator wanted to use a CVA not on the
``approved'' list, then a qualification statement would be required
and the CVA would have to be approved.
MMS does not agree with this recommendation. In 1979, when the PVP
was first instituted, MMS' predecessor agency maintained a list of
acceptable CVAs for various types of offshore platforms and for the
various phases of the verification process, as proposed in OOC's
comment. However, it soon became apparent that, as a result of the
movement of personnel between companies and continuous changes in a
company's workload, the qualifications of the companies on this list
changed frequently. It was not possible to ensure that a specific
company maintained the required expertise to remain on the CVA list on
a long-term basis. Also, some companies discovered that being on such a
list did not ensure that they would receive any work as a CVA.
Therefore, MMS stopped maintaining a list of acceptable CVAs and began
to allow OCS lessees to nominate their selection of a company or a
person to act as their CVA on a case-by-case basis for each project and
phase of the project. This approach was already implemented in our
regulations and is continued in the new subpart I under Sec. 250.914.
Issue No. 13: There Should be More Guidance in Proposed Sec. Sec.
250.902 and 250.903, Now Numbered as Final Sec. Sec. 250.905 and
250.910, Concerning CVA Responsibilities for Review of (1) Drilling and
Production Risers, and Riser Tensioning Systems; (2) Turrets and
Turret-and-Hull Interfaces; (3) Foundations and Anchoring Systems; and
(4) Mooring or Tethering Systems
Concerning proposed Sec. 250.902, OOC commented:
* * *We also note that no information has been requested to be
submitted in the platform application on the drilling and production
risers and tensioning systems for floating platforms even though
these are proposed to be covered under the CVA program. What
information are we required to provide to either MMS or the CVA on
these elements?
OOC made a similar comment regarding proposed Sec. 250.903(b), as
follows:
1. While it may be prudent to include drilling and production
risers and riser tensioning systems in the CVA program for design,
it is problematic to include these into the fabrication and
installation CVA program. The risers and tensioning systems will be
fabricated for wells