Engineering and Design Materials for Liquefied Natural Gas Facilities Related to Potential Impacts Caused by Natural Hazards, 74033-74045 [2023-23791]
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Federal Register / Vol. 88, No. 208 / Monday, October 30, 2023 / Rules and Regulations
38. In § 388.106, the section heading,
paragraph (a), and paragraph (b)
introductory text are revised to read as
follows:
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§ 388.106 Requests for Commission
records available from the Commission’s
website, https://www.ferc.gov.
(a) Publicly available documents may
be obtained electronically from the
Commission’s website, https://
www.ferc.gov, or by requesting them
from the public.referenceroom@ferc.gov
by reasonably describing the records
sought. Additional information on
charges and services is available on the
website.
(b) The public records of the
Commission that are available for
inspection and copying upon request
via the Commission’s website, include:
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■ 39. In § 388.108, the section heading
and paragraphs (a)(1) introductory text
and (b)(1)(i) are revised to read as
follows:
§ 388.108 Requests for Commission
records not available from the
Commission’s website, https://
www.ferc.gov.
(a) * * *
(1) Except as provided in paragraph
(a)(2) of this section, a person may
request access to Commission records,
including records maintained in
electronic format, that are not available
through the Commission’s website,
https://www.ferc.gov, by using the
following procedures:
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(b) * * *
(1) * * *
(i) Track One—records that are readily
identifiable and were previously cleared
for release (including those subject to
multiple requests and placed on https://
www.ferc.gov);
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*
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■ 40. In § 388.109, paragraph (a) and
paragraph (b) introductory text are
revised to read as follows:
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§ 388.109
Fees for record requests.
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§ 388.110 Procedure for appeal of denial of
requests for Commission records not
publicly available, denial of requests for fee
waiver or reduction, and denial of requests
for expedited processing.
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[FR Doc. 2023–23587 Filed 10–27–23; 8:45 am]
BILLING CODE 6717–01–P
DEPARTMENT OF ENERGY
Federal Energy Regulatory
Commission
18 CFR Parts 153 and 380
[Docket No. RM22–8–000; Order No. 900]
Engineering and Design Materials for
Liquefied Natural Gas Facilities
Related to Potential Impacts Caused
by Natural Hazards
Federal Energy Regulatory
Commission, Department of Energy.
ACTION: Final rule.
AGENCY:
The Federal Energy
Regulatory Commission (Commission)
issues this final rule to revise its
regulations governing liquefied natural
gas (LNG) facilities subject to sections 3
and 7 of the Natural Gas Act (NGA) by
removing outdated references for
seismic hazard evaluations and seismic
design criteria for LNG facilities. In their
place, the Commission codifies its
existing practice of evaluating seismic
and other natural hazards and design
criteria for jurisdictional LNG facilities.
These revisions are intended to reduce
confusion about applicable technical
SUMMARY:
(a) Fees for records available through
the Commission’s website. (1) The fee
for finding and duplicating records
available from the Commission’s
website, https://www.ferc.gov, will vary
depending on the size and complexity
of the request. A person can obtain a
copy of the schedule of fees from the
Commission’s website, https://
www.ferc.gov. In addition, copies of data
extracted from the Commission’s files
through electronic media are available
on a reimbursable basis, upon written
request to the Commission.
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(2) Stenographic reports of
Commission hearings are made by a
private contractor. Interested persons
may obtain copies of public hearing
transcripts from the contractor at prices
set in the contract, or through the search
and duplication service noted above.
Copies of the contract are available for
public inspection on the Commission’s
website, https://www.ferc.gov.
(b) Fees for records not available
through the Commission’s website
(FOIA or CEII requests). The cost of
duplication of records not available
from the Commission’s website, https://
www.ferc.gov, will depend on the
number of documents requested, the
time necessary to locate the documents
requested, and the category of the
persons requesting the records. The
procedures for appeal of denial of
requests for fee waiver or reduction are
set forth in § 388.110.
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■ 41. In § 388.110, the section heading
is revised to read as follows:
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requirements and clarify the
information required in applications
filed before the Commission to ensure
the public is protected from potential
catastrophic impacts caused by natural
hazards from design through the
operation of the LNG facilities.
DATES: This rule is effective December
29, 2023.
FOR FURTHER INFORMATION CONTACT:
Andrew Kohout (Technical
Information), Office of Energy Projects,
Federal Energy Regulatory Commission,
888 First Street NE, Washington, DC
20426, (202) 502–8053, andrew.kohout@
ferc.gov.
Kenneth Yu (Legal Information),
Office of the General Counsel, Federal
Energy Regulatory Commission, 888
First Street NE, Washington, DC 20426,
(202) 502–8482, kenneth.yu@ferc.gov.
SUPPLEMENTARY INFORMATION:
1. In this final rule, the Federal
Energy Regulatory Commission
(Commission or FERC) revises its
regulations under 18 CFR parts 153 and
380 governing liquefied natural gas
(LNG) facilities subject to sections 3 and
7 of the Natural Gas Act (NGA) by
removing references to a legacy agency
(the National Bureau of Standards) that
has been renamed and two technical
standards 1 related to seismic hazard
evaluation and seismic design criteria
for LNG facilities (Uniform Building
Code’s (UBC) Seismic Risk Map of the
United States (Map) and National
Bureau of Standards Information Report
(NBSIR) 84–2833, Data Requirements
for the Seismic Review of LNG Facilities)
that have become outdated. Consistent
with the Commission’s previous
rulemakings to update outdated
regulations,2 the final rule codifies the
1 The National Technology Transfer and
Advancement Act of 1995 (NTTAA) defines
‘‘technical standards’’ as ‘‘performance-based or
design-specific technical specifications and related
management systems practices.’’ 15 U.S.C. 272 note.
The Office of Management and Budget (OMB)
clarifies that the definition of technical standard
includes, among other things, the definition of
terms; classification of components; delineation of
procedures; specification of dimensions, materials,
performance, designs, or operations; measurement
of quality and quantity in describing materials,
processes, products, systems, services, or practices;
test methods and sampling procedures; formats for
information and communication exchange; or
descriptions of fit and measurements of size or
strength. Office of Mgmt. & Budget, Exec. Office of
the President, Revised OMB Circular A–119,
Federal Participation in the Development and Use
of Voluntary Consensus Standards and in
Conformity Assessment Activities 2(a) (Jan. 27,
2016).
2 See, e.g., Revisions to Reguls. Governing
Authorization for Constr. of Nat. Gas Pipeline
Facilities, Order No. 555, FERC Stats. & Regs.
¶ 30,928 (1991) (cross-referenced at 56 FERC
¶ 61,414), withdrawn, FERC Stats & Regs. ¶ 30,965
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Federal Register / Vol. 88, No. 208 / Monday, October 30, 2023 / Rules and Regulations
Commission’s current practice for
reviewing seismic and other natural
hazard evaluation and design materials
related to NGA section 3 and 7
applications for LNG facilities, as
memorialized in the Commission’s
Guidance Manual for Environmental
Report Preparation for Applications
Filed Under the Natural Gas Act,
Volume II, Liquefied Natural Gas Project
Resource Reports 11 and 13
Supplemental Guidance (2017
Guidance).3 The Commission uses such
engineering and design materials to
assist in determining that the
construction and operation of a
proposed LNG facility will be safe and
reliable for its entire life. The purpose
of the rulemaking is to reduce confusion
about the informational requirements
under parts 153 and 380 of the
Commission’s regulations.
I. Background
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A. The Commission’s Statutory
Authority
2. Under section 3(e) of the NGA, the
Commission has exclusive jurisdiction
over authorizing the siting,
construction, expansion, and operation
of LNG terminals onshore and in state
waters.4 Additionally, section 3(a) of the
NGA provides that the Commission may
condition authorizations for the siting,
construction, and operation of facilities
used to import or export gas as it may
find necessary or appropriate.5 The
(cross-referenced at 62 FERC ¶ 61,249) (before
withdrawing the final rule, the Commission
attempted to update and codify the Commission’s
practice of processing environmental data in part
380 by formalizing the use of resource reports);
Applications for Authorization to Construct,
Operate, or Modify Facilities Used for the Exp. or
Imp. of Nat. Gas, Order No. 595, FERC Stats. &
Regs. ¶ 31,054 (1997) (cross-referenced at 79 FERC
¶ 61,245) (codifying the Commission’s practice of
requiring engineering-related information and
seismic information in NBSIR 84–2833); Revision of
Existing Reguls. Governing the Filing of
Applications for the Constr. & Operation of
Facilities to Provide Serv. or to Abandon or Serv.
Under Section 7 of the Nat. Gas Act, Order No. 603,
FERC Stats. & Regs. ¶ 31,073 (1999) (crossreferenced at 87 FERC ¶ 61,125) (codifying the
Commission’s practice of allowing applicants to
prepare environmental reports in the form of
resource reports).
3 Notice of Availability of the Final Guidance
Manual for Env’l Preparation, 82 FR 12088 (Feb. 28,
2017). The 2017 Guidance is available at https://
cms.ferc.gov/media/guidance-manual-volume-2pdf.
4 15 U.S.C. 717b(e)(1).
5 Id. 717b(a). The 1977 Department of Energy
(DOE) Organization Act (42 U.S.C. 7151(b)) placed
all section 3 jurisdiction under DOE. The Secretary
of Energy subsequently delegated authority to the
Commission to ‘‘[a]pprove or disapprove the
construction and operation of particular facilities,
the site at which such facilities shall be located, and
with respect to natural gas that involves the
construction of new domestic facilities, the place of
entry for imports or exit for exports.’’ DOE
Delegation Order No. S1–DEL–FERC–2006, section
1.21A (May 16, 2006).
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Commission also issues certificates of
public convenience and necessity for
LNG and other facilities used for the
transportation of natural gas in
interstate commerce under section 7 of
the NGA.6 When acting on applications
filed pursuant to these sections of the
NGA, the Commission serves as the lead
Federal agency for satisfying
compliance with the National
Environmental Policy Act (NEPA).7
3. Moreover, section 16 of the NGA
authorizes the Commission to prescribe
and issue rules and regulations that
define technical terms and prescribe the
form or forms of all applications and
reports to be filed before the
Commission, and the information which
they must contain.8
B. The Commission’s LNG and NEPA
Regulations
4. The Commission’s regulations
implementing its statutory authority,
codified in 18 CFR parts 153, 157, and
380, direct prospective applicants 9 and
applicants to provide information
necessary for the Commission to process
their applications.10 Part 153 of the
Commission’s regulations pertains to
applications for authorization to site,
construct, or operate facilities used to
export or import natural gas under
section 3 of the NGA. These
applications must include exhibits that
are consistent with § 153.8(a). In
particular, paragraph (a)(5) requires a
report containing detailed engineering
and design information be included in
an application’s Exhibit E and
references the Commission’s Guidance
Manual for Environmental Report
Preparation.11 In addition, paragraph
(a)(6) requires a report on earthquake
hazards and engineering be included in
an application’s Exhibit E–1 12 and
paragraph (a)(7) requires that an
application include an Exhibit F, an
environmental report that complies with
§§ 380.3 and 380.12 of the
Commission’s regulations.13
5. Similarly, in part 157 of the
Commission’s regulations, which
6 15
U.S.C. 717f(c).
U.S.C. 4321 et seq; 15 U.S.C. 717n(b)(1).
8 15 U.S.C. 717o.
9 Applicants seeking authorization to construct
LNG terminals are required to comply with the
Commission’s pre-filing process prior to filing an
application with the Commission. Id. 717b–1(a); 18
CFR 157.21.
10 See 18 CFR 153.8(a)(5) and (6) and (a)(7)(i),
157.14(a)(7), 157.21, 380.3, 380.12.
11 Id. § 153.8(a)(5).
12 Id. § 153.8(a)(6).
13 Id. § 153.8(a)(7)(i). See also id. § 157.21
(requiring prospective applicants of LNG import or
export facilities to prepare an application that
contains the environmental information prescribed
in part 380).
7 42
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pertains to applications for certificates
of public convenience and necessity for
the construction and operation of
facilities to provide interstate natural
gas transportation service under section
7 of the NGA, § 157.14(a) sets forth the
exhibits that must accompany an NGA
section 7 application. Paragraph (a)(7)
requires the applicant to file an Exhibit
F–1, an environmental report that
complies with §§ 380.3 and 380.12 of
the Commission’s regulations.14
6. Section 380.3 establishes the
information that an applicant must file,
including information identified in
§ 380.12 and appendix A to part 380.15
Section 380.12 identifies the content
requirements for each of the
environmental reports outlined in the
13 individual resource reports.16
Specifically, § 380.12(h)(5) requires a
report, in Resource Report 6 (Geological
Resources), on earthquake hazards and
engineering that conforms to NBSIR 84–
2833 if the applicant proposes to
construct and operate LNG facilities
located in zones 2, 3, or 4 of the UBC
map, or where there is potential for
surface faulting or liquefaction.17
7. Further, pursuant to § 380.12(o),
applicants must also prepare a report,
Resource Report 13, that contains
engineering and design material for the
proposed LNG facility.18 The
information provided in Resource
Report 13 is used to evaluate the
information provided in Resource
Report 11, which addresses the
potential hazard to the public from
failure of LNG facility components
resulting from accidents and natural
catastrophes, including seismic events,
the effects of these events on reliability,
and the procedures and design features
that have been used to reduce potential
failures. Section 380.12(o)(14) requires
an applicant to identify how it will
comply with the applicable U.S.
Department of Transportation (DOT)
regulations,19 including its siting
requirements, the National Fire
Protection Association (NFPA) 59A LNG
Standards and, if applicable, U.S. Coast
Guard’s regulations 20 pertaining to
vapor dispersion calculations from LNG
spills over water.21 As with Resource
14 Id.
§ 157.14(a)(7).
§ 380.3(c)(2). Section 380.3(b) also requires
applicants to provide all necessary or relevant
information to the Commission and conduct studies
that the Commission staff has considered necessary
or relevant to determine the impact of the proposal
on the environment. Id. § 380.3(b)(1) and (2).
16 Id. § 380.12.
17 Id. § 380.12(h)(5).
18 Id. § 380.12(o).
19 49 CFR part 193.
20 33 CFR part 127.
21 18 CFR 380.12(o)(14).
15 Id.
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Provisions for New Buildings and Other
Structures.28
10. Published in 1984, NBSIR 84–
2833 was intended to provide guidance
for applicants requesting Commission
authorization to construct LNG facilities
on how to investigate a site to obtain
geologic and seismic data for the
Commission’s seismic review of
proposed LNG facilities.29 It also
standardized the format for reporting
this data to the Commission.30 In light
of multiple revisions to DOT’s
C. Outdated Technical Standards and
minimum safety standards and NFPA
Legacy Reference in Regulations
59A since 1984, NBSIR 84–2833 no
longer serves as the most appropriate
9. As described above, both Resource
guidance to help applicants prepare
Reports 6 and 13 require information
resource reports for the Commission’s
based on the UBC map and NBSIR 84–
review.
2833. The UBC map groups the country
11. On January 23, 2007, the
into seismic risk classifications and
Commission issued a draft document,
formalizes construction standards based Seismic Design Guidelines and Data
on those classifications. The last version Submittal Requirements for LNG
of the UBC was published in 1997 25 and Facilities, to address the confusion
was subsequently replaced by the
caused by these two outdated standards
International Code Council’s (ICC)
by updating and replacing the
International Building Code (IBC), first
information in NBSIR 84–2833.31 The
published in 2000.26 The IBC
Commission, however, never finalized
incorporates the U.S. Geological
those guidelines.
Survey’s Seismic Risk Map of Ground
12. On February 22, 2017, as part of
Motions for the United States, seismic
a larger effort to update its
design categories in the Structural
environmental reporting guidance, the
Engineering Institute (SEI) of the
Commission issued the 2017 Guidance,
American Society of Civil Engineers
recommending specific engineering(ASCE) 7, Minimum Design Loads and
design information, the level of detail,
Associated Criteria for Buildings and
and formatting that should be included
27
Other Structures (ASCE 7), and
in applications to help Commission staff
NEHRP’s Recommended Seismic
evaluate and address a proposed
project’s potential safety and reliability
22 Id. § 380.12(o)(15).
impacts.32 The 2017 Guidance updated
23 Id. part 380, appendix A.
and clarified the level of detail and
24 Id. §§ 153.21, 157.8. Commission practice is to
format of the information needed for the
issue data requests seeking to obtain missing
Commission’s evaluation of hazards
information before an application is rejected.
25 International Conference of Building Officials,
associated with proposed LNG facilities,
Dwelling Construction Under the Uniform Building
including information regarding how
Code (1997 ed.).
accidents or natural catastrophes,
26 The IBC was most recently revised in 2021 and
including seismic events, would affect a
various editions are in use or have been adopted by
proposed project’s safety and reliability
states, territories, and municipalities. See
and whether the project’s engineering
International Code Council, International Codes,
https://codes.iccsafe.org/codes/i-codes;
design ensures adequate reliability and
International Code Council, International Building
safety.33 For example, the guidance
Code Adoption Map, https://www.iccsafe.org/wpidentified the types of natural hazards
content/uploads/Code_Adoption_Maps.pdf
that should be analyzed, the natural
(published Oct. 19, 2000); see also Rossberg, J.,
Leon, R.T., Evolution of Codes in the USA, https://
hazard design investigations and design
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Report 6, applicants must provide
seismic information specified in NBSIR
84–2833 for LNG facilities that would be
located in zone 2, 3, or 4 of the UBC
map when preparing Resource Report
13.22
8. Appendix A to part 380
summarizes the minimum filing
requirements for these resource
reports.23 Failure to comply with these
minimum filing requirements can result
in rejection of the application.24
www.nehrp.gov/pdf/UJNR_2013_Rossberg_
Manuscript.pdf (detailing the historical changes to
structural design codes in the United States).
27 American Society of Civil Engineers, Release of
ASCE/SEI 7–22 Brings Important Changes to
Structural Loading Standard, Building Safety
Journal, International Code Council (Dec. 9, 2021),
https://www.iccsafe.org/building-safety-journal/bsjtechnical/release-of-asce-sei-7-22-brings-importantchanges-to-structural-loading-standard.
Additionally, we note that the National
Earthquake Hazards Reduction Program (NEHRP), a
Congressionally mandated, multi-agency
partnership, is actively engaged in revisions to
ASCE 7 and the IBC. NEHRP’s Recommended
Seismic Provisions for New Buildings and Other
Structures often serves as the basis for changes to
ASCE 7 and the IBC.
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28 The Commission has previously noted the
importance of referencing the IBC and ASCE 7
because engineers must be knowledgeable of both
the IBC and ASCE 7 to qualify as an engineer of
record under state professional engineering
requirements. See Background Section of the 2017
Guidance.
29 National Bureau of Standards, NBSIR 84–2833:
Data Requirements for the Seismic Review of LNG
Facilities 1 (June 1984), https://nvlpubs.nist.gov/
nistpubs/Legacy/IR/nbsir84-2833.pdf.
30 Id.
31 Seismic Design Guidelines & Data Submittal
Requirements for LNG Facilities at ii (Jan. 23, 2007).
32 See 2017 Guidance at 1–1—1–2.
33 See Background Section of the 2017 Guidance.
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forces that should be referenced, the
types of structures, systems, and
components that should be described,
and the types of diagrams and maps that
should be included. The 2017 Guidance
also recommended that applicants
design certain LNG structures, systems,
and components to be consistent with
the seismic requirements of the 2005
version of ASCE 7 to demonstrate that
their proposed projects would not have
a significant impact on public safety.34
The 2017 Guidance recommended other
evaluation and design measures for
other natural hazards based on the
regulatory requirements in § 380.12,
DOT’s regulations in 49 CFR part 193,
and other best practices.35
D. Governmental Accountability Office’s
Report
13. On August 6, 2020, the U.S.
Government Accountability Office
(GAO) issued a report recommending
that the Commission update part 153 of
its regulations because they incorporate
the outdated technical standard NBSIR
84–2833 and UBC.36 The GAO noted
that the Commission issued the 2017
Guidance and the draft 2007 Guidelines
to address applicants’ confusion, but,
because guidance documents are not
binding, it recommended that the
Commission review its regulations for
outdated technical standards and
update them accordingly so as to avoid
confusing the public about current
regulatory requirements.37
E. Notice of Proposed Rulemaking
14. On November 17, 2022, the
Commission issued a notice of proposed
rulemaking (NOPR) proposing to revise
the Commission’s regulations as
described in this final rule.38 The Center
for LNG (CLNG) and American
Petroleum Institute (API) (together,
commenters) filed a timely joint
comment.39 As discussed below, the
Commission considered the comment in
preparing the final rule.
II. Discussion
15. The current rulemaking clarifies
and updates the informational
requirements in the Commission’s
34 Id.
35 Id. and 13–94 (listing certain good engineering
practices).
36 See U.S. Gov’t Accountability Office, Natural
Gas Exports: Updated Guidance and Regulations
Could Improve Facility Permitting Processes 28 and
Appendix II (Aug. 2020) (GAO Report), https://
www.gao.gov/products/gao-20-619.
37 Id. at 28–29, n.47.
38 Updating Reguls. for Engineering and Design
Materials for Liquefied Nat. Gas Facilities Related
to Potential Impacts Caused by Nat. Hazards, 87 FR
72906 (Nov. 28, 2022), 181 FERC ¶ 61,142 (2022).
39 CLNG and API Jan. 27, 2023 Comment.
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regulations by codifying the current
practice for processing NGA section 3
and 7 applications. As a brief overview
of the Commission’s practice, once an
applicant files an application,
Commission staff reviews it to ensure
that it contains all the information
required by the regulations. If the
application is deficient, Commission
staff issues requests for information to
supplement the application. Once the
application is complete, Commission
staff then discloses to the public and the
Commissioners in the NEPA document
staff’s analysis of the proposal’s
environmental, engineering, and safety
effects. The environmental document
includes Commission staff’s
recommendations related to the
construction and operation of the
project,40 including measures to
mitigate adverse effects.41 If the
Commission approves the application,
the Commission’s oversight of the
project continues through final design,
construction, commissioning, and
operation of the project to ensure that
the project has complied with the terms
and conditions 42 of the Commission’s
authorization order.43
16. As the Commission has previously
explained, applications that follow the
same format result in a more
expeditious Commission review and
processing of applications.44 When an
application lacks the information
necessary for the Commission to review
a proposal’s potential impacts on the
environment, public safety, or
reliability, the Commission’s review is
delayed until the Commission obtains
the missing information.45 The
40 Commission staff relies on performance and
risk-based principles as part of its review to craft
conditions related to the construction and operation
of the proposed LNG facility.
41 See, e.g., Final EIS for Texas LNG Project
(CP16–116) (issued Mar. 15, 2019); Final EIS for Rio
Grande LNG Project (CP16–455) (issued Apr. 26,
2019).
42 See 15 U.S.C. 717b(a), 717b(e)(3)(A), 717f(e)
(authorizing the Commission to include terms and
conditions to our authorization orders).
43 See 15 U.S.C. 717b(a) (authorizing the
Commission to issue supplemental orders as the
Commission may find necessary or appropriate).
44 See Revision of the Commission’s Reguls.
Under the Nat. Gas Act, FERC Stats. & Regs.
¶ 32,535, at 33,524 (1998) (cross-referenced at 84
FERC ¶ 61,345) (Order No. 603 NOPR). Although
Order No. 603 focused on NGA section 7
applications, the order changed the informational
requirements for environmental reports in part 153
so that they comport with the requirements in part
157. Id. at 33,527–28.
45 See id. at 33,525 (stating ‘‘[a]n incomplete filing
necessitates time consuming staff data requests.
However, the more complete the environmental
information is at the time of filing, the more
expeditiously the Commission can process the
application.’’). See also 18 CFR 153.21(b) (rejection
of applications filed under part 153); 18 CFR 157.8
(rejection of applications filed under part 157).
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Commission has previously taken steps
to clarify its regulations to reduce
applicants’ uncertainty when outdated
Commission regulations were
contributing to applicants’ confusion
about the Commission’s practice or
informational requirements.46 The
purpose of codifying an existing
practice is ‘‘to provide better guidance
to the regulated industry on what the
Commission needs for its environmental
analysis’’ and ‘‘when the information
should be provided.’’ 47 As a result of
this rulemaking, the Commission will be
able to more ‘‘quickly process
applications in a way that protects the
environment and ensures the procedural
requirements of NEPA are met,’’ 48 as
well as ensure the proposed LNG
facilities will be constructed and
operated in a safe and reliable manner.
A. This Rulemaking Complies With the
National Technology Transfer and
Advancement Act of 1995
17. The commenters recommend that
the Commission identify and use
appropriate voluntary consensus
standards in lieu of codifying the
practices outlined in the Commission’s
2017 Guidance but do not identify or
recommend any specific standard that
would be appropriate.49
18. Section 12(d) of the NTTAA 50
requires all Federal agencies and
departments to use technical standards
that are developed or adopted by
voluntary consensus standard bodies 51
to carry out policy objectives or
activities determined by the agencies
and departments unless using such a
standard is inconsistent with applicable
law or otherwise impractical.52 The use
46 See Order No. 603 NOPR, FERC Stats. & Regs.
¶ 32,535 at 33,525 (explaining that ‘‘conducting the
environmental review is the most time consuming
part of the certificate process. The Commission
believes this is the result of several factors. First,
too often pipelines are filing minimal information
with the intention of filing the missing information
at some later date . . . Further, applicants may be
unsure of what is needed because many of the
Commission’s environmental regulations dealing
with pipeline projects are either outdated, found in
several parts of the CFR, or, in the case of the
environmental report, as stated, replaced in current
practice by a preferred format that does not appear
anywhere in the regulations.’’).
47 Id.
48 Id.
49 See CLNG and API Jan. 27, 2023 Comment at
2.
50 Public Law 104–113, 12(d), 110 Stat. 775
(1996).
51 A voluntary consensus standard body is a type
of association, organization, or technical society
that plans, develops, establishes, or coordinates
voluntary consensus standards using a voluntary
consensus standards development process that
includes following attributes or elements: openness,
balance, due process, appeals process, and
consensus. Revised OMB Circular A–119, 2(e).
52 15 U.S.C. 272 note. OMB further establishes
factors for agencies to consider when deciding to
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of a voluntary consensus standard
would be impractical, for example, if it
would not be effective at meeting an
agency’s regulatory or program needs.53
Moreover, there may be instances where
a suitable voluntary consensus standard
does not exist.54 In either instance, an
agency is permitted to use another
standard other than a voluntary
consensus standard.55
19. The final rule does not adopt
voluntary consensus standards related
to natural hazard evaluation and design
criteria for LNG structures, systems, and
components because adopting such
standards would be impractical. The
Commission’s evaluation and analysis
of LNG applications, which propose
technically diverse types of facilities,
must consider the unique locations that
the LNG facilities will be sited,
constructed, and operated. Over 2,500
standards exist that could be applicable
to an LNG structure, system, or
component.56 No one standard would
apply to every application that the
Commission reviews. Likewise, no
individual application would be subject
to every standard. To ensure that all
types of proposals are covered by a
standard would require that the
Commission codify every potential
consensus standard that could apply in
its various LNG proceedings. Such an
effort would be infeasible and would
confuse applicants about which
standards the Commission expects them
to apply to their proposal.
20. Moreover, although some
standards set criteria for the siting,
design, construction, operation, and
maintenance of LNG facilities, they
often do not sufficiently detail the
engineering information needed in an
application to allow the Commission to
use a standard, including the nature of the agency’s
statutory mandate and the consistency of the
standard with that mandate; the level of protection
the standard provides or is expected to provide for
public health, welfare, safety, and the environment;
and the clarity and detail of the standard’s
language. Revised OMB Circular A–119 at 17–18.
53 Revised OMB Circular A–119 at 4, 19–20. OMB
further includes in the definition of impractical
circumstances in which the use of a voluntary
consensus standard would be infeasible,
inadequate, ineffectual, or inefficient, or less useful
than the use of another standard. Id. at 20.
54 Id. at 20.
55 See 15 U.S.C. 272 note; Revised OMB Circular
A–119 at 20. When an agency uses a governmentunique standard in lieu of a voluntary consensus
standard, it must submit a report explaining its
reason to OMB through NIST. We intend to submit
the report for this rulemaking to NIST before
December 31, as directed by OMB.
56 For example, approximately 50 recent LNG
applications filed with the Commission reference
approximately 2,500 individual applicable codes
and standards. On average, an application
references nearly 400 codes and standards. On the
margins, applications have ranged from less than 10
to more than 1,000 proposed codes and standards.
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fully assess the reliability and safety of
the LNG facilities. As a result, the lack
of detail has led to applicants applying
these standards inconsistently.57
21. The Commission’s practice,
informed by the 2017 Guidance, has
been to clarify that, when applicants
prepare Resource Report 13, they should
provide certain specific information
regarding the engineering of the
proposed LNG facilities. This
information includes identifying
applicable Federal regulations,
proposed codes and standards, as well
as additional information on the
proposed siting, design, construction,
and operation. By having the applicants
identify all Federal regulations, codes,
and standards that apply to their
project-specific and site-specific
proposal, the Commission is then able
to evaluate applications for LNG
facilities on a case-by-case basis,
determine and evaluate the Federal
regulations, codes, and standards that
apply (including any voluntary
consensus standards that are adopted
into those regulations). Based on the
information, the Commission could
more effectively coordinate with other
Federal agencies with jurisdiction over
the proposal, evaluate whether the
identified regulations, codes, and
standards contain informational gaps,
and recommend modifications or
conditions that should be included in
the Commission’s authorization based
on the proposed LNG facilities and
layers of protection 58 that would reduce
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57 NFPA
59A (2001 edition), for example, requires
geotechnical investigations and testing to address
subsurface behavior caused by loads induced by
LNG structures, systems, and components. The
standard, however, does not detail the parameters
of the geotechnical investigations and testing.
Specifically, it does not identify the locations and
types of subsurface investigations that should be
performed, including the number, location, spacing,
cross-sections, and depths of in-situ tests or the
number and types of laboratory tests performed.
Investigations, in-situ tests, and laboratory tests are
dictated by site of the LNG facility and are
necessary to describe the subsurface conditions
used to determine the design of the foundations.
ASCE 7–22 (2022 edition) is another example.
ASCE 7–22 provides general requirements for
buildings, other structures, and their nonstructural
components that are subject to building code
requirements, but how the ASCE 7–22 requirements
apply to industrial facilities, such as LNG facilities,
are less clear. For example, it does not define or
consider the loads of equipment used during
construction and operation and their effect on
structures, systems, and components at industrial
facilities (such as the dynamic loading from
movement of construction equipment over below
ground structures, systems, and components (e.g.,
buried pipelines or piping)).
58 Layers of protection is a method to analyze the
effectiveness of independent parts of a system’s
design to protect or mitigate the harms caused by
an event. Layers of protection typically include a
facility design that prevents hazardous events,
control systems, safety instrumented prevention
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the risk of adverse effects to the public
and the environment and reliability.59
22. For these reasons, we elect to
codify the Commission’s practice of
obtaining information necessary for it to
fulfill its regulatory mission in lieu of
using a voluntary consensus standard,
as permitted by the NTTAA.
B. Final Rule Further Clarifies Certain
Terms
23. The commenters request
clarification about the following terms
undefined in the NOPR: (i) ‘‘structures,
systems, and components;’’ (ii)
‘‘associated safety related structures,
systems, and components;’’ (iii)
‘‘applicable codes and standards;’’ and
(iv) ‘‘generally accepted codes,
standards, and specifications.’’ 60 To
prevent confusion, they recommend that
the final rule define these terms and
identify which codes and standards
should be incorporated by reference into
the Commission’s regulations.61
24. We find no need to codify a
definition for these terms but provide
additional clarification below. When
interpreting commonly used terms, such
as ‘‘structures, systems, and
components’’ and ‘‘generally accepted,’’
applicants should exercise the
professional standard of care that is
expected of engineers.62 ‘‘Structures,
systems, and components’’ is a common
engineering term used in connection
with engineering design of complex
systems, including LNG facilities.63 In
systems, physical protection systems, site security
measures for controlling access to the plant, and
onsite and offsite emergency response.
59 See section 11.4 of 2017 Guidance.
60 CLNG and API Jan 27, 2023 Comment at 2.
61 Id.
62 See, e.g., 18 CFR 12.5 (the Commission expects
a hydropower licensee or applicant to ‘‘use sound
and prudent engineering practices in any action
relating to the design, construction, operation,
maintenance, use, repair, or modification of a water
power project or project works’’). The Commission’s
expectations are consistent with the expectations of
other Federal agencies. See, e.g., 49 CFR 193.2605
(DOT requires ‘‘[e]ach operator [. . .] determine
and perform, consistent with generally accepted
engineering practice’’); 29 CFR 1910.119(d)(3)(ii)
(the Occupational Safety and Health Administration
requires ‘‘inspection and testing procedures [. . .]
follow recognized and generally accepted good
engineering practices’’); 40 CFR 68.48(b) (the
Environmental Protection Agency requires owners
or operators of certain facilities that use and
distribute hazardous chemicals ‘‘to ensure that the
process is designed in compliance with recognized
and generally accepted good engineering
practices’’).
63 We recognize that Federal agencies that share
the responsibility of regulating LNG facilities may
have different codified definitions for structures,
systems, or components, determined by their own
regulatory needs and statutory authorities. See, e.g.,
49 CFR 193.2007 (DOT defines ‘‘component’’ as
‘‘any part, or system of parts functioning as a unit,
including, but not limited to, piping, processing
equipment, containers, control devices,
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general, structures provide structural
support of loads. Examples include freestanding LNG storage tanks, freestanding equipment, pipe racks,
buildings, and dikes, including their
foundations. Systems are generally a
collection of components that together
perform a function. Examples include
tank systems, transfer systems, firewater
systems, electrical systems, and
instrument and control systems.
Components are equipment, or parts of
equipment, that constitute pieces of
larger systems. Examples include
pumps, valves, and piping. The
Commission’s 2017 Guidance also
clarifies certain structures, systems, and
components.64
25. Structures, systems, and
components that are ‘‘associated’’ with
safety depend on context, such as the
structure, system, or component’s
purpose and the characteristics of the
surrounding area. Generally, a structure,
system, or component that is
‘‘associated’’ with safety would be one
that provides a layer of protection that
the LNG operator relies on to prevent or
reduce the likelihood of failure of a
particular structure, system, or
component, or limit, mitigate, or reduce
the consequences of a failure. An
example of system associated with
safety is a firewater system because it is
used to prevent failure of structures,
systems, or components within the
overall LNG plant, when exposed to a
potential fire (e.g., pipe rack failure,
pressure vessel burst, boiling liquid
expanding vapor explosion). Other
examples include security systems, such
as emergency lighting, including the
emergency backup power generators
and fuel supply, that reduce the
likelihood of an intentional act that
could result in failure of structures,
systems, or components; and dikes that
are used to contain spills from an LNG
storage tank to limit the pool spread and
reduce the consequences from
subsequent dispersion of flammable
vapors and fire impacts.65 As noted
impounding systems, lighting, security devices, fire
control equipment, and communication equipment,
whose integrity or reliability is necessary to
maintain safety in controlling, processing, or
containing a hazardous fluid’’). Once the final rule
becomes effective, new § 380.12(o)(14) will require
prospective applicants and applicants to identify
the regulations applicable to their proposal and
explain how their proposal complies with them.
64 See, e.g., section 13.3.1 of the 2017 Guidance
(Earthquake design conditions) and Att. 4 of the
2017 Guidance (Sample Categorization of LNG
structures, Components, and Systems).
65 The list of examples here is not intended to be
exhaustive or capture the full scope of structures,
systems, or components associated with safety.
There may also be less critical systems that are
associated with safety, such as instrument air
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earlier, when interpreting terms,
applicants should exercise the
professional standard of care that is
expected of engineers.
26. With regard to ‘‘applicable’’ codes
and standards, the applicability of the
code or standard is informed by the
context of the sentence and paragraph.
For instance, new § 380.12(o)(15)(i)(B)
requires Resource Report 13 to include
‘‘[t]he design classification for each
structure, system, and component in
accordance with all applicable federal,
state, and local requirements and
applicable codes and standards.’’ The
‘‘applicable’’ codes and standards, in
this context, refers to codes and
standards that have requirements for
design classification of structures,
systems, and components. The
applicable Federal regulations may also
inform the applicability of codes and
standards.
27. It is worth noting that the final
rule does not make the Commission’s
2017 Guidance obsolete. Even after the
final rule becomes effective, prospective
applicants and applicants are still
advised to refer to guidance to
understand the Commission’s
expectations for informational and
formatting requirements under our
regulations. If the Commission finds
that certain terms continue to confuse
applicants, which in turn may delay the
Commission’s review of their
applications, the Commission will issue
guidance to provide further assistance.
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C. Final Rule Has No Retroactive Effect
28. The commenters seek clarity that
the requirements in the final rule will
not be retroactively applied to existing
jurisdictional LNG facilities.66 They are
concerned that existing operators who
file an application or request
Commission approval to modify
operations, expand, or add equipment to
their LNG facilities would be required to
upgrade or retrofit the existing facility to
comply with the new requirements.67
To help avoid confusion, they
recommend that we amend parts 153,
157, and 380 by adding a new
applicability section that states the new
requirements do not apply to existing
LNG facilities authorized before the
effective date of the final rule.68
29. We decline to adopt commenters’
recommendation because § 380.12(o)
systems that are used to control pneumatic (air)
operated valves that can fail even when they are set
in a safe position because of loss of instrument air,
and valves and associated electrical cabling that are
fire-rated to prevent spurious maloperation. The
2017 Guidance provides more examples. See 2017
Guidance, Attachment 4.
66 CLNG and API Jan 27, 2023 Comment at 3.
67 Id.
68 Id. at 3.
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already specifies the applicability of the
content and formatting requirements for
Resource Report 13. It plainly states that
the ‘‘report is required for construction
of new [LNG] facilities, or the
recommissioning of existing LNG
facilities.’’ 69 Therefore, the
requirements in new § 380.12(o)(14)
would apply only to applicants who file
an application to construct new LNG
facilities or recommission existing LNG
facilities once the final rule is
effective.70 Adding a new applicability
section would be redundant and
unnecessary.
D. Regulatory Burden Analysis Is
Sufficient
30. The commenters recommend that
the final rule compare the regulatory
burden of final rule with the existing
regulatory burden. They identify one
new requirement that they assert could
introduce a new burden. The NOPR
proposes in new
§ 380.12(o)(15)(iii)(A)(22) that
applicants are required to describe the
proposed LNG facility’s seismic
monitoring system, which includes a
minimum of one triaxial ground motion
recorder installed to register the freefield ground motion and additional
triaxial ground motion recorders on
each LNG tank system foundation, LNG
tank roof, and associated safety related
structures, systems, and components.
They argue that the term ‘‘associated
safety related structure, systems, and
components’’ is vague and that it is
unclear how many ground motion
recorders would be required. The
commenters add that applicable codes
and standards, such as American
Concrete Institute Code 376–11, Code
Requirements for Design and
Construction of Concrete Structures for
Containment of Refrigerated Liquefied
Gases,71 do not require accelerometers
for LNG tanks with Safe Shutdown
Earthquake (SSE) peak ground
accelerations less than 0.1 gravity. If the
final rule requires accelerometers for
such LNG tanks and associated systems,
structures, and components, it would
constitute a new regulatory burden,
which the commenters oppose.72
69 18
CFR 380.12(o) (emphasis added).
respect to applications that are still
pending Commission approval when the final rule
becomes effective, to the extent that these
applications are not already consistent with the
final rule, the Commission will not require these
applicants to amend their applications to comport
with the new requirements in this final rule.
71 The code provides minimum design and
construction requirements for reinforced concrete
and prestressed structures for the storage and
containment of refrigerated liquefied gases.
72 Id. at 3–4.
70 With
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31. We do not anticipate that
compliance with this rule will alter
current practice. With respect to new
§ 380.12(o)(15)(iii)(A)(22), contrary to
the commenters’ argument, the new
regulation does not require that LNG
facilities have a certain number of
seismic monitoring systems or
accelerometers. The new requirement,
which implements the seismic
monitoring system recommendations in
the 2017 Guidance, requires only that
Resource Report 13 describe how the
proposed seismic monitoring system
would be designed in accordance with
all applicable Federal requirements and
applicable codes and standards.
Nevertheless, the final rule replaces ‘‘a
minimum of one’’ with ‘‘any’’ in new
§ 380.12(o)(15)(iii)(A)(22) to avoid
unnecessary confusion about whether
the final rule establishes a specific
number of triaxial ground motion
recorders. In terms of where the seismic
monitoring equipment are required to be
located, the new section does not
require anything other than a
description of what the applicant
proposes, which should follow the
requirements under Federal
requirements and applicable codes and
standards. If the Commission
determines that the specifics of the
proposal require additional seismic
monitors to ensure safety and reliability,
the order authorizing the application
would include such a condition.
32. The commenters contend that the
final rule will eliminate the flexibility
that is purportedly in the 2017
Guidance, which allows applicants to
exercise alternative approaches to
prepare seismic information.73 They
quote NBSIR 84–2833 for support:
‘‘However, if an applicant believes that
the particular seismology and geology of
a site indicate that some of the
information identified in this report
need not be provided, that information
should be identified in the application,
and supporting rationale or data to
justify clearly such departures should be
presented.’’ 74
33. The commenters are mistaken.
The flexibilities in the 2017 Guidance
are preserved by its codification in this
rulemaking. The final rule does not
enumerate specific Federal regulations
or codes or standards that applicants
must apply to the safe and reliable
design, construction, operation, and
maintenance of jurisdictional LNG
facilities. Instead, consistent with the
2017 Guidance and the Commission’s
practice, the final rule instructs
applicants to identify all applicable
73 CLNG
74 Id.
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and API Jan. 27, 2023 Comment at 4.
at 4 (quoting NBSIR 84–2833 at 1).
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Federal regulations, including codes
and standards when preparing their
application, and to explain how their
proposal would comply with these
regulations and requirements.75 To the
extent that applicants currently identify
information that is not necessary in a
geotechnical report based on the
seismology and geology of the proposed
site, applicants are free to continue to
identify the unnecessary information
and provide an explanation or rationale
for their decision. The Commission
would review the information that is
provided in Resource Report 13 and
coordinate with other Federal agencies
with jurisdiction over the proposed LNG
facility to ensure that there is sufficient
information to assist in the public safety
and reliability review of the proposals.
Further, if the Commission finds the
application contains insufficient
information based on applicable
regulations, codes and standards, or is
unable to demonstrate that their
proposed facilities would be sited,
designed, constructed, and operated
safely and reliably, the Commission may
issue data requests for further
information or clarification.
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E. Section-by-Section Discussion of
Changes to Parts 153 and 380
34. Section 153.2 defines terms used
in part 153 and paragraph (b) defines
the NBSIR as National Bureau of
Standards Information Report. Because
NBSIR is outdated and the National
Bureau of Standards has been renamed
the National Institute of Standards and
Technology, the final rule deletes
existing § 153.2(b).
35. Section 153.8 identifies the
exhibits required to accompany an
application filed under section 3 of the
NGA. Existing paragraph (a)(6)
references outdated NBSIR 84–2833 and
the UBC map related to preparing a
report on earthquake hazards and
engineering materials. The final rule
deletes this paragraph and codifies in its
place the relevant recommendations
75 See, e.g., 18 CFR 380.12(o)(14) (to be codified).
The identify-and-explain approach is commonplace
in the Commission’s existing LNG regulations, such
as 18 CFR 380.12(o)(13) (‘‘Provide a list of all
permits or approvals from local, state, Federal, or
Native American groups or Indian agencies required
prior to and during construction of the plant, and
the status of each, including the date filed, the date
issued, and any known obstacles to approval.
Include a description of data records required for
submission to such agencies and transcripts of any
public hearings by such agencies. Also provide
copies of any correspondence relating to the actions
by all, or any, of these agencies regarding all
required approvals.’’); Id. § 50.5(e)(6) (requiring a
similar list with regard to applicants seeking to
initiate a pre-filing proceeding site new
transmission facilities); Id. § 5.6(a) (mandating a
similar requirement with regard to pre-application
documents for certain hydropower projects).
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from the Commission’s 2017 Guidance
in new § 380.12(o)(15).76 Since
paragraph 4 of the section entitled
‘‘Resource Report 6—Geological
Resources in Appendix A to Part 380—
Minimum Filing Requirements for
Environmental Reports Under the NGA’’
references the now-removed
§ 153.8(a)(6), the final rule also removes
this paragraph.
36. Part 380 of the Commission’s
regulations implement NEPA. For the
same reason as deleting existing
§ 153.8(a)(6), the final rule deletes
paragraph (h)(5) of 380.12 about
preparing Resource Report 6. The final
rule also removes paragraph (o)(15) and
replaces it with recommendations from
the 2017 Guidance. Specifically, new
§ 380.12(o)(15)(i) requires applicants to
provide general site-specific engineering
information used in the geotechnical
and structural design of all structures,
systems, and components. This
information would address occupancy
and risk categorization, clarify an
applicant’s interpretation of risk and
reliability tolerances, ensure an
application discusses how the project
design would withstand load
combinations, and ensure that an
applicant’s selection of risk
categorizations and associated mean
recurrence intervals to withstand
natural hazards adequately address
public safety impacts.
37. Similarly, new § 380.12(o)(15)(ii)
requires applicants to provide
geotechnical information needed to
address the subsurface behavior from
loads induced by structures, systems,
and components for LNG projects. This
section addresses the scope of
investigations needed to identify safety
concerns and mitigative measures and
replaces the scope of information that
was previously required by the outdated
standards.
38. Finally, new § 380.12(o)(15)(iii)
requires applicants to provide
information related to the facility’s
ability to withstand certain natural
hazards, such as seismic events, floods,
and hurricanes, and aligns with
Commission staff’s current guidance to
applicants, as well as those adopted in
certain Federal regulations (including
the Commission’s existing § 380.12(m),
and applicable codes and standards
such as NFPA 59A, ASCE 7, and the
IBC).
39. Although not proposed in the
NOPR, the final rule also revises
existing § 380.12(o)(12), which currently
requires only that Resource Report 13
identify codes and standards related to
76 Id. § 153.8(a)(7) contains an errant ‘‘(i)’’
designation, which this final rule removes.
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74039
siting of a proposed LNG plant and
marine terminal, if applicable. Because
the Commission’s authority is to ensure
public safety and reliability of proposed
LNG facilities not only during siting of
the facilities but also during
construction and operations of those
facilities, the final rule revises existing
§ 380.12(o)(12) so that Resource Report
13 would now include identification of
codes and standards for the design,
construction, testing, monitoring,
operation, and maintenance of the LNG
facility in addition to identification of
codes and standards for siting.77
40. With respect to § 380.12(o)(14), it
currently requires applicants to identify
how they would comply with an
unspecified edition of NFPA 59A, part
193 of the DOT’s regulations, and part
127 of the Coast Guard’s regulations.
Not all LNG facilities under the
Commission’s jurisdiction, however, are
required to meet the design criteria
specified in NFPA 59A, DOT’s
regulations, or Coast Guard regulations.
Instead, they may be subject to other
Federal regulations, such as the
Environmental Protection Agency’s
regulations pertaining to its chemical
accidental prevention program (40 CFR
part 68) or the Occupational Safety and
Health Administration’s regulations
regarding the safe management of highly
hazardous chemicals (29 CFR 1910.119).
To prevent confusion about the
informational requirements that the
Commission applies to its review of
applications for the construction and
operation of LNG facilities, the final rule
modifies § 380.12(o)(14) by requiring
applicants to identify all Federal
regulations and requirements that apply
to the siting, design, construction,
testing, monitoring, operation, and
maintenance of the proposed project
and demonstrate how the proposed
project will, at a minimum, comply with
all applicable Federal requirements and
applicable codes and standards.
77 This revision to § 380.12(o)(12) is consistent
with the stated purpose of the NOPR, which is to
update the information requirements related to
filing an application to site, construct, expand, or
operate an LNG terminal under section 3 of the
NGA or construct or operate an LNG facility under
section 7 of the NGA. See NOPR, 181 FERC ¶ 61,142
at P 1 & Summary. The NOPR discussed the need
to clarify the use of standards related to our
oversight of jurisdictional activities beyond the
design of LNG facilities. See, e.g., id. PP 1, 2–6, 12,
19. It reasonably follows that applicants should
identify all standards and codes that apply to the
LNG components, not only those that relate to
design, in order for the Commission to ensure that
the LNG facilities, once approved, are constructed
and operated in accordance with the Commissionapproved designs.
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III. Regulatory Requirements
A. Information Collection Statement
41. The information collection
requirements contained in this final rule
are subject to review by the OMB under
the Paperwork Reduction Act of 1995.78
OMB’s regulations require approval of
certain information collection
requirements imposed by agency
rules.79 Upon approval of a collection of
information, OMB will assign an OMB
control number and an expiration date.
Respondents subject to the filing
requirements of a rule will not be
penalized for failing to respond to the
collection of information unless the
collection of information displays a
valid OMB control number.
42. This final rule removes references
to a legacy agency and two outdated
technical standards for seismic hazard
evaluations and seismic design criteria
for LNG facilities and codifies certain
existing practices concerning natural
hazard evaluations and design for LNG
facilities contained in the Commission’s
2017 Guidance. The final rule modifies
certain reporting and recordkeeping
requirements included in FERC–537
(OMB Control No. 1902–0060), FERC–
539 (OMB Control No. 1902–0062), and
FERC–577 (OMB Control No. 1902–
0128).80
43. Interested persons may obtain
information on the reporting
requirements by contacting Ellen
Brown, Office of the Executive Director,
Federal Energy Regulatory Commission,
888 First Street NE, Washington, DC
20426 by email (DataClearance@
ferc.gov) or phone (202) 502–8663.
44. Title: FERC–537 (Gas Pipeline
Certificates: Construction, Acquisition,
and Abandonment).
Action: Revisions of information
collection FERC–537.
OMB Control No.: 1902–0060.
Respondents: Natural gas companies.
Frequency of Information Collection:
Ongoing.
Abstract: The final rule requires
prospective applicants and applicants to
provide engineering and design
materials related to natural hazards to
comport with the Commission’s current
practice of processing section 7
applications related to LNG facilities.
Necessity of Information: The
revisions are intended to update the
currency of the Commission’s
regulations and reduce confusion
related the preparation and filing of
applications to site, design, construct,
operate, or modify LNG facilities used
in interstate commerce. The revised
regulations affect only entities that file
applications with the Commission for
jurisdictional LNG facilities and do not
Number of respondents
Number of
responses per
respondent
Total number
of responses
(1)
(2)
(1) * (2) = (3)
6 ........................................................................................
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47. Title: FERC–577 (LNG Facilities:
Environmental Review and
Compliance).
Action: Revisions of information
collection FERC–577.
OMB Control No.: 1902–0128.
Respondents: Natural gas companies
seeking authorization to site, design,
construct, operate, or modify LNG
facilities.
Frequency of Information: Ongoing.
Abstract: The final rule requires
prospective applicants and applicants,
filing an application pursuant to
78 44
U.S.C. 3507(d).
CFR 1320.11.
80 In the proposed rule, the Commission used
FERC–539A & FERC–577A as temporary
placeholder designations for the purposes of this
rulemaking. The permanent designations (i.e.,
FERC–539 and FERC–577) were pending renewal at
OMB, and no more than one information collection
may be pending at OMB at one time. At present,
79 5
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2
increase or decrease the recently
approved burden on respondents since
the final rule codifies the Commission’s
existing practices.81
45. Title: FERC–539 (Gas Pipeline
Certificate: Import/Export of LNG).
Action: Revisions of information
collection FERC–539.
OMB Control No.: 1902–0062.
Respondents: Natural gas companies
seeking to import and/or export LNG.
Frequency of Information Collection:
Ongoing.
Abstract: The final rule requires
prospective applicants and applicants to
provide engineering and design
materials related to natural hazards to
comport with the Commission’s current
practice of processing section 3
applications related to LNG facilities.
Necessity of Information: The
revisions are intended to update the
currency of the Commission’s
regulations and reduce confusion
related the preparation and filing of
applications to site, design, construct,
operate, or modify facilities for the
import or export of LNG. The revised
regulations affect only entities that file
applications with the Commission for
LNG facilities.
46. The estimated burdens for FERC–
539, because of the final rule in RM22–
8–000, are as follows:
Average burden
hours & average
cost 82 per
response
($)
12
Total annual
burden hours &
total annual cost
($)
Cost per
respondent
($)
(4)
(3) * (4) = (5)
(5) ÷ (1) = (6)
15 hours; $1,305 .......
180 hours; $15,660 ...
$2,610
sections 3 or 7 of the NGA, to provide
engineering and design materials related
to natural hazards to comport with the
Commission’s current practice of
processing environmental reports filed
pursuant to part 380 of the
Commission’s regulations.
Necessity of Information: The
revisions are intended to update the
currency of the Commission’s
regulations and reduce confusion
related the preparation and filing of
applications to site, design, construct,
operate, or modify LNG facilities. To
facilitate the Commission’s review of
these applications, applicants are
required to also file resource reports
detailing engineering and design
materials to assist the Commission’s
understanding of the LNG facility’s
impact on the environment, safety,
security, and reliability. The revised
regulations affect only entities that file
applications with the Commission for
LNG facilities.
48. The estimated burdens for FERC–
577, because of the final rule in RM22–
8–000, are as follows:
FERC–539 and FERC–577 are available so the final
rule references these OMB control numbers.
81 See Order No. 603 NOPR, FERC Stats. & Regs.
¶ 32,535 at 33,526 (in a similar rulemaking in which
the Commission codified existing practice for
reviewing environmental reports, the Commission
noted ‘‘that the proposed changes to the
environmental regulations discussed above do not
change the filing requirements burden on the
pipeline. They simply codify existing standard
practice to help expedite the environmental review
process.’’).
82 The Commission staff estimates that industry is
similarly situated in terms of hourly cost (for wages
plus benefits). Based on the Commission’s FY
(Fiscal Year) 2021 average cost (for wages plus
benefits), $87.00/hour is used.
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Number of
respondents
Number of
responses per
respondent
Total number
of responses
Average burden hours
& average cost per
response
($)
(rounded)
Total annual burden
hours & total annual cost
($)
(rounded)
Cost per
respondent
($)
(rounded)
(1)
(2)
(1) * (2) = (3)
(4)
(3) * (4) = (5)
(5) ÷ (1) = (6)
193.52 hours; $17,610.32 .......
18,578 hours; $1,690,591 ......
6 ..............................................................
16
The Commission has reviewed the
proposed revisions and has determined
that they are necessary. These
requirements conform to the
Commission’s need to ensure public
safety, secure jurisdictional
infrastructure, and enhance efficient
information collection, communication,
and management within the energy
industry. The Commission has assured
itself, by means of internal review, that
there is specific, objective support for
the burden estimates associated with the
information collection requirements for
FERC–537, FERC–539, and FERC–577.
B. Environmental Analysis
49. The Commission is required to
prepare an Environmental Assessment
or an Environmental Impact Statement
for any action that may have a
significant effect on the human
environment.83 Excluded from this
requirement are rules that are clarifying,
corrective, or procedural, or that do not
substantially change the effect of
legislation or the regulations being
amended.84 This final rule revises the
filing requirements for new or
recommissioned existing LNG facilities
by deleting references to a legacy agency
and two outdated technical standards.
Because this rule is corrective, aligns
the Commission’s regulations with the
Commission’s current practice, and does
not substantially change the effect of the
regulations being amended, preparation
of an Environmental Assessment or
Environmental Impact Statement is not
required.
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C. Regulatory Flexibility Act
Certification
50. The Regulatory Flexibility Act of
1980 (RFA) 85 generally requires a
description and analysis of rules that
will have significant economic impact
on a substantial number of small
entities. The RFA mandates
consideration of regulatory alternatives
that accomplish the stated objectives of
a rule and minimize any significant
economic impact on a substantial
83 Reguls. Implementing the Nat’l Env’l Policy Act
of 1969, Order No. 486, FERC Stats. & Regs.
¶ 30,783 (1987) (cross-referenced at 41 FERC
¶ 61,284).
84 18 CFR 380.4(a)(2)(ii).
85 5 U.S.C. 601–612.
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96
number of small entities.86 In lieu of
preparing a regulatory flexibility
analysis, an agency may certify that a
rule will not have a significant
economic impact on a substantial
number of small entities.87
51. The Small Business
Administration’s (SBA) Office of Size
Standards develops the numerical
definition of a small business.88 SBA
regulations designate natural gas
pipelines (i.e., NAICS 4865210) as small
entities if they do not exceed the size
standard of $36.5 million.89 For the past
five years, one company not affiliated
with larger companies had annual
revenues in combination with its
affiliates of $36.5 million or less and
therefore could be considered a small
entity under the RFA. This represents
about five percent of the total potential
respondents that may have a significant
burden imposed on them.
52. As noted earlier, the final rule will
affect only entities filing new
applications to site, construct, operate,
or expand an LNG facility pursuant to
sections 3 or 7 of the NGA once the final
rule becomes effective. As a result of
removing outdated terms and aligning
the Commission’s regulatory text with
current environmental information
practices, the final rule will reduce
confusion about the Commission’s
requirements, which would necessitate
the issuance of fewer data requests to
obtain a complete application that better
reflects safe design, construction,
maintenance, and operation of proposed
LNG facilities.
53. Accordingly, pursuant to section
605(b) of the RFA, the Commission
certifies that this final rule would not
have a significant economic impact on
a substantial number of small entities.
D. Document Availability
54. In addition to publishing the full
text of this document in the Federal
Register, the Commission provides all
interested persons an opportunity to
view and/or print the contents of this
document via the internet through the
Commission’s Home Page (https://
www.ferc.gov).
86 Id.
603(c).
605(b).
88 13 CFR 121.101.
89 Id.
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55. From the Commission’s Home
Page on the internet, this information is
available on eLibrary. The full text of
this document is available on eLibrary
in PDF and Microsoft Word format for
viewing, printing, and/or downloading.
To access this document in eLibrary,
type the docket number excluding the
last three digits of this document in the
docket number field.
56. User assistance is available for
eLibrary and the Commission’s website
during normal business hours from the
Commission’s Online Support at (202)
502–6652 (toll free at 1–866–208–3676)
or email at ferconlinesupport@ferc.gov,
or the Public Reference Room at (202)
502–8371, TTY (202) 502–8659. Email
the Public Reference Room at
public.referenceroom@ferc.gov.
List of Subjects
18 CFR Part 153
Exports, Imports, Natural gas,
Reporting and recordkeeping
requirements.
18 CFR Part 380
Environmental impact statements,
Reporting and recordkeeping
requirements.
By direction of the Commission.
Commissioner Danly is concurring with
a separate statement attached.
Issued: October 23, 2023.
Kimberly D. Bose,
Secretary.
In consideration of the foregoing, the
Commission amends parts 153 and 380,
chapter I, title 18, Code of Federal
Regulations, as follows.
PART 153—APPLICATIONS FOR
AUTHORIZATION TO CONSTRUCT,
OPERATE, OR MODIFY FACILITIES
USED FOR THE EXPORT OR IMPORT
OF NATURAL GAS
1. The authority citation for part 153
is revised to read as follows:
■
Authority: 15 U.S.C. 717b, 717o; E.O.
10485, 3 CFR, 1949–1953 Comp., p. 970, as
amended by E.O. 12038, 3 CFR, 1978 Comp.,
p. 136; DOE Delegation Order No. S1–DEL–
FERC–2006 (May 16, 2006).
§ 153.2
87 Id.
■
■
Sfmt 4700
$281,765
[Amended]
2. Amend § 153.2 by:
a. Removing paragraph (b); and
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b. Redesignating paragraphs (c)
through (f) as paragraphs (b) through (e),
respectively.
■
§ 153.8
[Amended]
3. Amend § 153.8 by:
a. Removing paragraph (a)(6);
b. Redesignating paragraphs (a)(7)
through (9) as paragraphs (a)(6) through
(8), respectively; and
■ c. In newly redesignated paragraph
(a)(6):
■ i. Removing the designation ‘‘(i)’’; and
■ ii. Removing ‘‘§ 380.3 and § 380.12’’
and adding ‘‘§§ 380.3 and 380.12’’ in its
place.
■
■
■
PART 380—REGULATIONS
IMPLEMENTING THE NATIONAL
ENVIRONMENTAL POLICY ACT
4. The authority citation for part 380
continues to read as follows:
■
Authority: 42 U.S.C. 4321–4370h, 7101–
7352; E.O. 12009, 3 CFR 1978 Comp., p. 142.
5. Amend § 380.12 by:
a. Removing paragraph (h)(5);
b. Redesignating paragraph (h)(6) as
paragraph (h)(5); and
■ c. Revising paragraphs (o)(12), (14),
(15).
The revisions read as follows:
■
■
■
§ 380.12 Environmental reports for Natural
Gas Act applications.
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*
*
*
*
*
(o) * * *
(12) Identify all codes and standards
under which the plant (and marine
terminal, if applicable) will be sited,
designed, constructed, tested,
monitored, operated, and maintained,
and any special considerations or safety
provisions that were applied to the
design of plant components.
*
*
*
*
*
(14) Identify all Federal, state, and
local regulations and requirements that
apply to the siting, design, construction,
testing, monitoring, operation, and
maintenance of the proposed project
and explain how the proposed project
will comply with the applicable Federal
regulations, including codes and
standards incorporated by reference into
Federal regulations.
(15) Provide information to
demonstrate that the proposed facilities
will be sited, designed, constructed, and
operated to maintain reliability and will
not significantly impact public safety
given geotechnical conditions and the
occurrence of a natural hazard
identified in paragraphs (o)(15)(i)
through (iii) of this section. Site
information must provide geotechnical
studies and natural hazard studies based
on the site location, which must provide
impacts and magnitude of historical
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events and projected impacts and
magnitude of events based on projected
prescriptive/deterministic events and
projected probabilistic events
corresponding to mean recurrence
intervals. Design information must
provide the basis of design supported by
site information, including design
parameters and criteria and preliminary
resultant design loads used in the
geotechnical and structural design of
LNG facilities. Construction and
operation information must also include
discussion of quality assurance and
quality control plans, monitoring
programs, and action programs
developed in preparation of and
response to geotechnical and natural
hazards. All information provided must,
at a minimum, demonstrate compliance
with all applicable Federal requirements
and applicable codes and standards, and
identify any applicable state and local
requirements for the siting, design,
construction, testing, monitoring,
operation, and maintenance used to
safeguard against significant impacts
caused by geotechnical conditions and
natural hazards.
(i) General information. Provide site
information that includes:
(A) A description of all structures,
systems, and components, including, at
a minimum, the layout of all proposed
above ground and below ground
structures, systems, and components
including temporary access roads used
during construction and permanent
roads used during operation.
(B) The design classification for each
structure, system, and component in
accordance with, at a minimum, all
applicable Federal requirements and
applicable codes and standards.
(C) The derivation and values for risk
category and mean recurrence intervals
that are, at a minimum, in accordance
with all applicable Federal requirements
and applicable codes and standards.
(D) A description of all load
combinations for each design
classification for all structures, systems,
and components that are, at a minimum,
in accordance with design methods and
all applicable Federal requirements and
applicable codes and standards.
(E) A description of all preliminary
dead loads that are, at a minimum, in
accordance with all applicable Federal
requirements and applicable codes and
standards, and include, at a minimum,
weight of materials of construction of
structures, systems, and components;
weight of any hydrostatic test fluid
service within structures, systems, and
components during commissioning;
weight of fluid services within
structures, systems, and components
during startup, normal operation,
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abnormal operation, and shutdown; and
soil and hydrostatic pressure loads and
potential uplift of below ground
structures, systems, and components.
(F) A description of all preliminary
live loads that are, at a minimum, in
accordance with all applicable Federal
requirements and applicable codes and
standards, and include, at a minimum,
dynamic loads from movement during
transportation of structures, systems,
and components; induced loads from
construction equipment atop of below
ground structures, systems, and
components; uniform and concentrated
loads from construction and operation
personnel and equipment on structures,
systems, and components; and crane
loads for structures, systems, and
components.
(G) A description of all preliminary
loads induced from natural hazards for
all structures, systems, and components
that are, at a minimum, in accordance
with all applicable Federal requirements
and applicable codes and standards as
described in paragraph (o)(15)(iii) of this
section.
(H) A description of all mitigation
measures to protect against natural
hazards (like earthquakes) including, at
a minimum, a discussion of the
proposed site elevation and design of
any storm walls or barriers relative to
information described in paragraphs
(o)(15)(ii) and (iii) of this section.
(I) A description of a natural hazard
preparedness and action program,
which includes facilitating timely
decisions concerning the present or
future state of the LNG facility that
address, at a minimum, the natural
hazards described in paragraph
(o)(15)(iii) of this section.
(ii) Geotechnical information. Provide
a geotechnical investigation that
includes:
(A) A summary of the site
investigation that lists the applicant’s
exploratory program for the site and the
types of subsurface investigations
performed and planned to be performed
for the site.
(B) A list and description of all in situ
tests performed, standards used for
tests, and their results including all
standard penetration tests, cone
penetration tests (static and dynamic),
test pits, trenches, borings, rock coring,
soil sampling, plate load tests, and in
situ shear strength tests.
(C) A plot plan that identifies the
number, location, spacing, crosssections, and depths of each in situ test.
(D) A description of completed
surveys, standards used for surveys, and
the results of surveys that were
conducted to obtain continuous lateral
and depth information for the
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evaluation of subsurface conditions
including all seismic refraction and
reflection surveys.
(E) A description of the applicant’s
laboratory testing program that includes
the treatment of samples, the
preparation of the soil specimen for
testing, the techniques to detect sample
disturbance, and the laboratory testing
specifications.
(F) A list and description of all
laboratory tests performed, standards
used for tests, and their results,
including results from all soil
classification tests, index tests, strength
and compressibility tests, permeability
tests, and soil corrosivity tests.
(G) A description of proposed
mitigation measures for soil
improvement or other mitigation that
would remediate low bearing strength,
poor consolidation, poor permeability,
high corrosivity, or other geotechnical
issues discovered during in situ or
laboratory tests.
(H) A discussion of subsurface
conditions and profiles based on the
results of the subsurface exploration and
field test conducted at the site.
Subsurface profiles must identify
groundwater conditions and the
physicochemical properties of the
groundwater, soil/rock layers and
parameters, and various soil strata in
various cross-section drawings spanning
across the site including the LNG
storage tank areas.
(I) A description of soil conditions
that indicate compressible or expansive
soils, corrosive soils, collapsible soils,
erodible soils, liquefaction-susceptible
soils, frost-heave susceptible soils,
frozen soils, sanitary landfill, or
contaminated soils.
(J) An analysis of actual or potential
hazards (e.g., landslides, subsidence,
uplift, capable faults, or collapse
resulting from natural features such as
tectonic depressions and cavernous or
karst terrains) to the site.
(K) A discussion of the relationship
between the regional and local geology
and the site location.
(L) An evaluation and discussion of
surface displacement caused by faulting
or seismically induced lateral spreading
or lateral flow, regional subsidence,
local subsidence, and heave.
(M) Drawings of existing and
proposed site elevation contours.
(N) A slope-stability analysis,
including slope stabilization methods,
sloping topography for the site,
recommendations for slope stability,
static and seismic stability, and factor of
safety.
(O) Recommendations for site
improvement to increase bearing
capacity, reduce the potential of
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liquefaction and lateral spreading, and
mitigate poor or unusual soil
conditions.
(P) Recommendations for site
improvement to mitigate soil
contaminants and shoreline erosion
control.
(Q) An evaluation and discussion of
the expected total settlement over the
design life of the facilities that considers
soil conditions, regional subsidence,
and local subsidence.
(R) Recommendations for shallow
foundations, including, at a minimum,
ultimate bearing capacity, factor of
safety, allowable bearing capacity, total
and differential settlement criteria,
liquefaction settlements, settlement
monitoring, and lateral resistance.
(S) Recommendations for deep
foundations, including, at a minimum,
acceptable foundation type, bearing
capacity, total pile capacities, axial
capacity, lateral capacity, group effects,
down-drag, factor of safety, settlement
of single pile and pile groups, lateral
movement of pile groups, pile
installation, pile cap, indicator piles and
pile load test programs, static axial pile
load test, lateral load test, and dynamic
pile load test.
(T) A summary of information needed
to establish broad design parameters
and conclusions used to determine the
proposed layout and design of
buildings, structures, and support
facilities.
(U) A description of the
implementation of the geotechnical
monitoring system for the site and
structures, including inclinometer,
extensometers, piezometer, tiltmeter,
settlement monuments or cells, pressure
and load cells, and crack monitoring
devices.
(iii) Natural hazard information.
Provide studies, basis of design, and
plans for all natural hazards, including,
at a minimum, each natural hazard in
paragraphs (o)(15)(iii)(A) through (G) of
this section:
(A) Seismic information. Provide a
discussion of seismic design and
hazards analysis that includes:
(1) The seismic design basis and
criteria that are, at a minimum, in
accordance with all applicable Federal
requirements, and applicable codes,
standards, and specifications used as
basis of design.
(2) A description of seismic setting
and seismic hazard investigation.
(3) A description of seismological
characteristics of the geographical
region within 100 miles of the site.
(4) A description of capable faults,
including any part of a fault within five
miles of the site, the fault characteristics
in the site vicinity, the methods and
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74043
techniques used for fault analysis and
investigations, and the potential effect
of fault displacement on structures,
systems, and components.
(5) Derivation of the site class
describing the soil conditions and
supportive geotechnical studies that are,
at a minimum, in accordance with all
applicable Federal requirements and
applicable codes and standards.
(6) Criteria used to determine
potential soil liquefaction, subsidence,
fault rupture, seismic slope stability,
and lateral spreading.
(7) A historical ground motion
analysis, including a description of past
seismic events of Modified Mercalli
Intensity greater than IV or magnitude
greater than 3.0 within 100 miles of the
site, including date of seismic events,
magnitude of seismic events, distance
from site to epicenter of seismic events,
depth of seismic events, and resultant
ground motions recorded or estimated at
site location.
(8) A site-specific ground motion
analysis based on ground motions
projected from the U.S. Geological
Survey national seismic maps and any
deterministic seismic hazard analyses
(DSHA) and probabilistic seismic
hazard analyses (PSHA).
(9) Derivation of all ground motions
used for the Operating Basis Earthquake
(OBE), Safe Shutdown Earthquake
(SSE), site-specific design earthquake
(DE), site-specific peak ground motion
(PGA), and aftershock level earthquake
(ALE) that are, at a minimum, in
accordance with all applicable Federal
requirements and applicable codes and
standards.
(10) A list of OBE, SSE, and ALE sitespecific ground motion spectral values
for 0.5%, 1%, 2%, 5%, 7%, 10%, 15%,
and 20% damping during all periods
range.
(11) The DE seismic coefficients and
seismic design parameters, including
the spectral response acceleration and
five percent damped design spectral
response acceleration parameters at a
short-period, at a period of one second,
and at other periods; short-period site
coefficient and long-period site
coefficient; importance factor;
component importance factor;
fundamental period of the structure;
long-period transition period; and
response modification coefficient that
are, at a minimum, in accordance with
all applicable Federal requirements and
applicable codes and standards.
(12) A description of site-specific
response spectrum analysis method,
time history analysis method, or
equivalent static load analysis.
(13) A seismic analysis for soilstructure interaction that is, at a
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minimum, in accordance with all
applicable Federal requirements and
applicable codes and standards, and
includes, at a minimum, a discussion of
the modeling methods and the factors
considered in the modeling methods,
including the extent of embedment, the
layering of the soil/rock strata, and the
boundary of soil-structure model.
(14) A comparison of seismic
responses used for each design
classification for all structures, systems,
and components.
(15) A list of seismic hazard curves of
spectral accelerations for all periods for
the site.
(16) Vertical response spectra for
seismic design and ratio to horizontal
response spectra.
(17) Natural frequencies and
responses for each LNG tank system and
associated safety systems and associated
structures, systems, and components.
(18) A description of procedures used
for structural analyses, including
consideration of incorporating the
stiffness, mass, and damping
characteristics of the structural systems
into the analytical models.
(19) A description of determination of
seismic overturning moments and
sliding forces for each LNG tank system
and associated safety related structures,
systems, and components, including
consideration of the three components
of input motion and the simultaneous
action of vertical and horizontal seismic
forces.
(20) A description of design
procedure for seismically isolated
structures, systems, and components.
(21) A description of seismic design
basis and criteria for the LNG storage
tank(s) and foundation(s). The seismic
design basis and criteria must include
the flexibility of the tank shell(s) and its
influence on the natural frequencies of
the tank(s), liquid level, effects of liquid
motion or pressure changes; minimum
design freeboard; sloshing and
impulsive loads; seismic coefficients;
importance factor(s); reduction factor(s);
slosh height(s); sloshing periods of LNG
storage tank(s); global stability of the
tank(s) in terms of the potential for
overturning and sliding; differential
displacement between the tank(s) and
the first support; and a total settlement
monitoring program for the tank
foundation(s).
(22) A description of seismic
monitoring system in accordance with,
at a minimum, all applicable Federal
requirements and applicable codes and
standards, including any triaxial ground
motion recorder installed to register the
free-field ground motion and additional
triaxial ground motion recorders on
each LNG tank system foundation, LNG
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tank roof, and associated safety related
structures, systems, and components.
The proposed seismic monitoring must
include the installation locations on a
plot plan; description of the triaxial
strong motion recorders or other seismic
instrumentation; the proposed alarm set
points, and operating procedures
(including emergency operating
procedures) for control room operators
in response to such alarms/data
obtained from seismic instrumentation;
and maintenance procedures.
(23) A cross reference to potential for
earthquake generated tsunamis and
seiches provided in paragraph
(o)(15)(iii)(B) of this section, earthquake
generated floods in paragraph
(o)(15)(iii)(C) of this section, earthquake
generated landslides in paragraph
(o)(15)(iii)(G) of this section, and
earthquake generated releases and fires
in paragraph (m) of this section.
(B) Tsunami and seiche information.
Provide a discussion of tsunami and
seiche design and hazards that includes:
(1) The tsunami and seismic design
basis and criteria with a description of
the applicable requirements and
guidelines, and generally accepted
codes, standards, and specifications
used as basis of design.
(2) The seiche design inundation and
run-up elevations and corresponding
return periods for all structures,
systems, and components.
(3) The maximum considered tsunami
(MCT) inundation and run-up elevation
for the site, including the maximum
considered earthquake (MCE) level
ground motions at the site if the MCE is
the triggering source of the MCT.
(4) A comparison of design loads of
seiche water inundation elevations with
inundation elevation corresponding to
return periods of MCE and MCT for all
structures, systems, and components.
(5) The Tsunami Risk Category for the
site and a description of potential
tsunami generation by seismic sources,
and the prevention and mitigation plan
for potential tsunami and seiche
hazards.
(6) A cross reference to potential
tsunami and seiche generated floods in
paragraph (o)(15)(iii)(C) of this section,
tsunami and seiche generated landslides
in paragraph (o)(15)(iii)(G) of this
section, and tsunami and seiche
generated releases and fires in
paragraph (m) of this section.
(C) Flood information. Provide a
discussion of flood design criteria and
hazards that includes:
(1) The floods design basis and
criteria with references to applicable
requirements and guidelines, and
generally accepted codes, standards,
PO 00000
Frm 00026
Fmt 4700
Sfmt 4700
and specifications used as basis of
design.
(2) A description of flooding potential
in the region surrounding the site due
to one or more natural causes such as
storm surge, tides, wind generated
waves, meteorological tsunamis or
seiches, extreme precipitation, or other
natural hazard events that have a
common cause.
(3) A comparison of flood design
loads corresponding to return periods of
10,000-year, 5,000-year, 1,000-year, 500year, and 100-year for all structures,
systems, and components.
(4) A discussion of final designed site
elevations and storm surge walls or
floodwalls for the site that includes
tsunami considerations, flood design
considerations, site total settlements,
sea level rise, subsidence.
(D) Hurricane information. Provide a
discussion of hurricanes and other
meteorological events design criteria
and hazards that includes:
(1) The wind and storm surge design
basis and criteria that are, at a
minimum, in accordance with all
applicable Federal requirements, and
applicable codes, standards, and
specifications used as basis of design.
(2) A comparison of design wind
loads for both sustained and threesecond gusts and storm surge elevations,
including consideration for still water,
wind/wave run-up effects, and crest
elevations, with hurricanes and other
meteorological events at the site
location corresponding to return periods
of 10,000-year, 5,000-year, 1,000-year,
500-year, and 100-year for all structures,
systems, and components.
(3) A discussion of historic hurricane
frequencies and hurricane categories
equivalent on the Saffir-Simpson
Hurricane Wind Scale at the site and
associated wind speeds and storm surge.
(4) The design regional subsidence
that includes a discussion of the
elevation change used to account for
regional subsidence for the design life of
the facilities at the site.
(E) Tornado information. Provide a
discussion of tornado design criteria
and hazards that includes:
(1) The tornadoes design basis and
criteria that are, at a minimum, in
accordance with all applicable Federal
requirements, and applicable codes,
standards, and specifications used as
basis of design.
(2) A comparison of tornado design
loads corresponding to return periods of
10,000-year, 5,000-year, 1,000-year, 500year, and 100-year for all structures,
systems, and components.
(3) A discussion of historic tornado
frequencies and tornado categories as
classified on the Enhanced Fujita (EF)
E:\FR\FM\30OCR1.SGM
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Federal Register / Vol. 88, No. 208 / Monday, October 30, 2023 / Rules and Regulations
Scale at the site and associated wind
speeds.
(4) A discussion of tornado loads
determination and design procedure.
(5) A comparison of impact between
wind loads and tornado loads for the
site.
(F) Rain, ice, snow, and related
precipitation information. Provide a
discussion of rain, ice, snow, and
related precipitation design criteria and
hazards that includes:
(1) The rain, ice, and snow design
basis and criteria that are, at a
minimum, in accordance with all
applicable Federal requirements, and
applicable codes, standards, and
specifications used as basis of design.
(2) The identification of stormwater
flows, outfalls, and stormwater
management systems for all surfaces,
including spill containment system with
sump pumps or other water removal
systems.
(3) The comparison of rain, ice, and
snow design loads with rainfall rates,
snow loads, and ice loads corresponding
to return periods of 10,000-year, 5,000year, 1,000-year, 500-year, and 100-year
for all structures, systems, and
components.
(4) A discussion of historic ice and
blizzard events and frequencies and
other ice and snow events at the site and
associated loads.
(G) Landslides, wildfires, volcanic
activity, and geomagnetism information.
Provide a discussion of landslides,
wildfires, volcanic activity, and
geomagnetism design criteria and
hazards that includes:
(1) The landslides, wildfires, volcanic
activity, and geomagnetism design basis
and criteria that are, at a minimum, in
accordance with all applicable Federal
requirements, and applicable codes,
standards, and specifications used as
basis of design.
(2) A discussion of historic landslide,
wildfire, volcano activity, and
geomagnetic disturbance risks and
intensities at the site.
(3) A description of capable
volcanoes, volcanic characteristics of
the region, and a discussion of
potentially hazardous volcanic
phenomena considerations.
6. Amend appendix A to part 380 in
the section entitled ‘‘Resource Report
6—Geological Resources’’ by:
■ a. Removing paragraph 4;
■ b. Redesignating paragraph 5 as
paragraph 4; and
■ c. Revising newly redesignated
paragraph 4.
The revision reads as follows:
khammond on DSKJM1Z7X2PROD with RULES
■
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15:45 Oct 27, 2023
Jkt 262001
Appendix A to Part 380—Minimum
Filing Requirements for Environmental
Reports Under the Natural Gas Act
*
*
*
*
*
Resource Report 6—Geological Resources
*
*
*
*
*
4. For underground storage facilities, how
drilling activity by others within or adjacent
to the facilities would be monitored, and how
old wells would be located and monitored
within the facility boundaries.
(§ 380.12(h)(5))
*
*
*
*
*
Note: The following appendix will not
appear in the Code of Federal Regulations.
Appendix A—Commissioner Danly’s
Statement
74045
Natural Gas Act sections 3 and 7.93 I continue
to harbor misgivings that the Commission
may not, in fact, have ongoing jurisdiction to
oversee the safety of LNG facilities once
permitted.94
For these reasons, I respectfully concur.
James P. Danly,
Commissioner.
[FR Doc. 2023–23791 Filed 10–27–23; 8:45 am]
BILLING CODE 6717–01–P
DEPARTMENT OF AGRICULTURE
Forest Service
36 CFR Part 228
RIN 0596–AD58
United States of America Federal Energy
Regulatory Commission
Long-Term Financial Assurance for
Mining
Updating Regulations for Engineering and
Design Materials for Liquefied Natural Gas
Facilities Related to Potential Impacts
Caused by Natural Hazards
Docket No. RM22–8–000
AGENCY:
(Issued October 23, 2023)
DANLY, Commissioner, concurring:
1. I agree that several changes to the
Commission’s regulations will be helpful to
ensure that the Commission has adequate
information to examine the design,
engineering and safety of liquefied natural
gas (LNG) facilities when authorizing the
siting of such facilities under the
Commission’s jurisdiction. I write separately
to express two misgivings about the final
rule.90
2. First, in their joint comments on the
proposed rule, the Center for LNG and the
American Petroleum Institute (API)
identified potential sources of confusion
throughout the proposed rule regarding the
requirements that project sponsors identify
and comply with all ‘‘applicable codes and
standards.’’ 91 The final rule does not
sufficiently address these well-articulated
concerns.
3. Second, language in the final rule
suggests that the Commission has perpetual
jurisdiction over LNG facilities 92 under
90 See
Updating Reguls. for Eng’rg & Design
Materials for Liquefied Nat. Gas Facilities Related
to Potential Impacts Caused by Nat. Hazards, 185
FERC ¶ 61,050 (2023) (Final Rule).
91 See Center for LNG & API January 27, 2023
Comments at 2.
92 See Final Rule, 185 FERC ¶ 61,050 at P 39
(‘‘Because the Commission’s authority is to ensure
public safety and reliability of proposed LNG
facilities not only during siting of the facilities but
also during construction and operations of those
facilities, the final rule revises existing
§ 380.12(o)(12) so that Resource Report 13 would
now include identification of codes and standards
for the design, construction, testing, monitoring,
operation, and maintenance of the LNG facility in
addition to identification of codes and standards for
siting.’’) (footnote omitted); see also id. P 15 (‘‘The
current rulemaking clarifies and updates the
informational requirements in the Commission’s
regulations by codifying the current practice for
processing NGA section 3 and [section] 7
PO 00000
Frm 00027
Fmt 4700
Sfmt 4700
Forest Service, Agriculture.
Interim final rule; request for
public comment.
ACTION:
The Forest Service is
amending its locatable minerals rules to
provide mine operators with a broader
array of options for securing financial
assurance for funding reclamation work.
Locatable mineral operations on
National Forest System lands must be
conducted to minimize adverse
environmental impacts on National
Forest surface resources, which often
includes reclamation at the conclusion
of operations. Current regulations
provide that the Forest Service may
require the operator to furnish a ‘‘bond’’
to fund reclamation work. However, the
financial assurance mechanisms are
limited to surety bonds, cash, and
negotiable securities. This rule will
expand those options. It does not
change requirements for surface
resource and environmental protection.
Rather, it provides additional options
for obtaining the financial assurance
SUMMARY:
applications. . . . The environmental document
includes Commission staff’s recommendations
related to the construction and operation of the
project, including measures to mitigate adverse
effects. If the Commission approves the application,
the Commission’s oversight of the project continues
through final design, construction, commissioning,
and operation of the project to ensure that the
project has complied with the terms and conditions
of the Commission’s authorization order.’’) (citing
15 U.S.C. 717b(a), 717b(e)(3)(A), 717f(e)
(authorizing the Commission to include terms and
conditions to our authorization orders)) (internal
citations omitted) (footnotes omitted).
93 15 U.S.C. 717b, 717f.
94 See EcoEle
´ ctrica, L.P., 184 FERC ¶ 61,114
(2023) (Danly, Comm’r, concurring at P 3);
EcoEle´ctrica, L.P., 180 FERC ¶ 61,054 (2022) (Danly,
Comm’r, concurring at P 3); EcoEle´ctrica, L.P., 179
FERC ¶ 61,038 (2022) (Danly, Comm’r, concurring);
EcoEle´ctrica, L.P., 177 FERC ¶ 61,164 (2021) (Danly,
Comm’r, concurring); EcoEle´ctrica, L.P., 176 FERC
¶ 61,192 (2021) (Danly, Comm’r, concurring).
E:\FR\FM\30OCR1.SGM
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Agencies
[Federal Register Volume 88, Number 208 (Monday, October 30, 2023)]
[Rules and Regulations]
[Pages 74033-74045]
From the Federal Register Online via the Government Publishing Office [www.gpo.gov]
[FR Doc No: 2023-23791]
-----------------------------------------------------------------------
DEPARTMENT OF ENERGY
Federal Energy Regulatory Commission
18 CFR Parts 153 and 380
[Docket No. RM22-8-000; Order No. 900]
Engineering and Design Materials for Liquefied Natural Gas
Facilities Related to Potential Impacts Caused by Natural Hazards
AGENCY: Federal Energy Regulatory Commission, Department of Energy.
ACTION: Final rule.
-----------------------------------------------------------------------
SUMMARY: The Federal Energy Regulatory Commission (Commission) issues
this final rule to revise its regulations governing liquefied natural
gas (LNG) facilities subject to sections 3 and 7 of the Natural Gas Act
(NGA) by removing outdated references for seismic hazard evaluations
and seismic design criteria for LNG facilities. In their place, the
Commission codifies its existing practice of evaluating seismic and
other natural hazards and design criteria for jurisdictional LNG
facilities. These revisions are intended to reduce confusion about
applicable technical requirements and clarify the information required
in applications filed before the Commission to ensure the public is
protected from potential catastrophic impacts caused by natural hazards
from design through the operation of the LNG facilities.
DATES: This rule is effective December 29, 2023.
FOR FURTHER INFORMATION CONTACT:
Andrew Kohout (Technical Information), Office of Energy Projects,
Federal Energy Regulatory Commission, 888 First Street NE, Washington,
DC 20426, (202) 502-8053, [email protected].
Kenneth Yu (Legal Information), Office of the General Counsel,
Federal Energy Regulatory Commission, 888 First Street NE, Washington,
DC 20426, (202) 502-8482, [email protected].
SUPPLEMENTARY INFORMATION:
1. In this final rule, the Federal Energy Regulatory Commission
(Commission or FERC) revises its regulations under 18 CFR parts 153 and
380 governing liquefied natural gas (LNG) facilities subject to
sections 3 and 7 of the Natural Gas Act (NGA) by removing references to
a legacy agency (the National Bureau of Standards) that has been
renamed and two technical standards \1\ related to seismic hazard
evaluation and seismic design criteria for LNG facilities (Uniform
Building Code's (UBC) Seismic Risk Map of the United States (Map) and
National Bureau of Standards Information Report (NBSIR) 84-2833, Data
Requirements for the Seismic Review of LNG Facilities) that have become
outdated. Consistent with the Commission's previous rulemakings to
update outdated regulations,\2\ the final rule codifies the
[[Page 74034]]
Commission's current practice for reviewing seismic and other natural
hazard evaluation and design materials related to NGA section 3 and 7
applications for LNG facilities, as memorialized in the Commission's
Guidance Manual for Environmental Report Preparation for Applications
Filed Under the Natural Gas Act, Volume II, Liquefied Natural Gas
Project Resource Reports 11 and 13 Supplemental Guidance (2017
Guidance).\3\ The Commission uses such engineering and design materials
to assist in determining that the construction and operation of a
proposed LNG facility will be safe and reliable for its entire life.
The purpose of the rulemaking is to reduce confusion about the
informational requirements under parts 153 and 380 of the Commission's
regulations.
---------------------------------------------------------------------------
\1\ The National Technology Transfer and Advancement Act of 1995
(NTTAA) defines ``technical standards'' as ``performance-based or
design-specific technical specifications and related management
systems practices.'' 15 U.S.C. 272 note. The Office of Management
and Budget (OMB) clarifies that the definition of technical standard
includes, among other things, the definition of terms;
classification of components; delineation of procedures;
specification of dimensions, materials, performance, designs, or
operations; measurement of quality and quantity in describing
materials, processes, products, systems, services, or practices;
test methods and sampling procedures; formats for information and
communication exchange; or descriptions of fit and measurements of
size or strength. Office of Mgmt. & Budget, Exec. Office of the
President, Revised OMB Circular A-119, Federal Participation in the
Development and Use of Voluntary Consensus Standards and in
Conformity Assessment Activities 2(a) (Jan. 27, 2016).
\2\ See, e.g., Revisions to Reguls. Governing Authorization for
Constr. of Nat. Gas Pipeline Facilities, Order No. 555, FERC Stats.
& Regs. ] 30,928 (1991) (cross-referenced at 56 FERC ] 61,414),
withdrawn, FERC Stats & Regs. ] 30,965 (cross-referenced at 62 FERC
] 61,249) (before withdrawing the final rule, the Commission
attempted to update and codify the Commission's practice of
processing environmental data in part 380 by formalizing the use of
resource reports); Applications for Authorization to Construct,
Operate, or Modify Facilities Used for the Exp. or Imp. of Nat. Gas,
Order No. 595, FERC Stats. & Regs. ] 31,054 (1997) (cross-referenced
at 79 FERC ] 61,245) (codifying the Commission's practice of
requiring engineering-related information and seismic information in
NBSIR 84-2833); Revision of Existing Reguls. Governing the Filing of
Applications for the Constr. & Operation of Facilities to Provide
Serv. or to Abandon or Serv. Under Section 7 of the Nat. Gas Act,
Order No. 603, FERC Stats. & Regs. ] 31,073 (1999) (cross-referenced
at 87 FERC ] 61,125) (codifying the Commission's practice of
allowing applicants to prepare environmental reports in the form of
resource reports).
\3\ Notice of Availability of the Final Guidance Manual for
Env'l Preparation, 82 FR 12088 (Feb. 28, 2017). The 2017 Guidance is
available at https://cms.ferc.gov/media/guidance-manual-volume-2pdf.
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I. Background
A. The Commission's Statutory Authority
2. Under section 3(e) of the NGA, the Commission has exclusive
jurisdiction over authorizing the siting, construction, expansion, and
operation of LNG terminals onshore and in state waters.\4\
Additionally, section 3(a) of the NGA provides that the Commission may
condition authorizations for the siting, construction, and operation of
facilities used to import or export gas as it may find necessary or
appropriate.\5\ The Commission also issues certificates of public
convenience and necessity for LNG and other facilities used for the
transportation of natural gas in interstate commerce under section 7 of
the NGA.\6\ When acting on applications filed pursuant to these
sections of the NGA, the Commission serves as the lead Federal agency
for satisfying compliance with the National Environmental Policy Act
(NEPA).\7\
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\4\ 15 U.S.C. 717b(e)(1).
\5\ Id. 717b(a). The 1977 Department of Energy (DOE)
Organization Act (42 U.S.C. 7151(b)) placed all section 3
jurisdiction under DOE. The Secretary of Energy subsequently
delegated authority to the Commission to ``[a]pprove or disapprove
the construction and operation of particular facilities, the site at
which such facilities shall be located, and with respect to natural
gas that involves the construction of new domestic facilities, the
place of entry for imports or exit for exports.'' DOE Delegation
Order No. S1-DEL-FERC-2006, section 1.21A (May 16, 2006).
\6\ 15 U.S.C. 717f(c).
\7\ 42 U.S.C. 4321 et seq; 15 U.S.C. 717n(b)(1).
---------------------------------------------------------------------------
3. Moreover, section 16 of the NGA authorizes the Commission to
prescribe and issue rules and regulations that define technical terms
and prescribe the form or forms of all applications and reports to be
filed before the Commission, and the information which they must
contain.\8\
---------------------------------------------------------------------------
\8\ 15 U.S.C. 717o.
---------------------------------------------------------------------------
B. The Commission's LNG and NEPA Regulations
4. The Commission's regulations implementing its statutory
authority, codified in 18 CFR parts 153, 157, and 380, direct
prospective applicants \9\ and applicants to provide information
necessary for the Commission to process their applications.\10\ Part
153 of the Commission's regulations pertains to applications for
authorization to site, construct, or operate facilities used to export
or import natural gas under section 3 of the NGA. These applications
must include exhibits that are consistent with Sec. 153.8(a). In
particular, paragraph (a)(5) requires a report containing detailed
engineering and design information be included in an application's
Exhibit E and references the Commission's Guidance Manual for
Environmental Report Preparation.\11\ In addition, paragraph (a)(6)
requires a report on earthquake hazards and engineering be included in
an application's Exhibit E-1 \12\ and paragraph (a)(7) requires that an
application include an Exhibit F, an environmental report that complies
with Sec. Sec. 380.3 and 380.12 of the Commission's regulations.\13\
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\9\ Applicants seeking authorization to construct LNG terminals
are required to comply with the Commission's pre-filing process
prior to filing an application with the Commission. Id. 717b-1(a);
18 CFR 157.21.
\10\ See 18 CFR 153.8(a)(5) and (6) and (a)(7)(i), 157.14(a)(7),
157.21, 380.3, 380.12.
\11\ Id. Sec. 153.8(a)(5).
\12\ Id. Sec. 153.8(a)(6).
\13\ Id. Sec. 153.8(a)(7)(i). See also id. Sec. 157.21
(requiring prospective applicants of LNG import or export facilities
to prepare an application that contains the environmental
information prescribed in part 380).
---------------------------------------------------------------------------
5. Similarly, in part 157 of the Commission's regulations, which
pertains to applications for certificates of public convenience and
necessity for the construction and operation of facilities to provide
interstate natural gas transportation service under section 7 of the
NGA, Sec. 157.14(a) sets forth the exhibits that must accompany an NGA
section 7 application. Paragraph (a)(7) requires the applicant to file
an Exhibit F-1, an environmental report that complies with Sec. Sec.
380.3 and 380.12 of the Commission's regulations.\14\
---------------------------------------------------------------------------
\14\ Id. Sec. 157.14(a)(7).
---------------------------------------------------------------------------
6. Section 380.3 establishes the information that an applicant must
file, including information identified in Sec. 380.12 and appendix A
to part 380.\15\ Section 380.12 identifies the content requirements for
each of the environmental reports outlined in the 13 individual
resource reports.\16\ Specifically, Sec. 380.12(h)(5) requires a
report, in Resource Report 6 (Geological Resources), on earthquake
hazards and engineering that conforms to NBSIR 84-2833 if the applicant
proposes to construct and operate LNG facilities located in zones 2, 3,
or 4 of the UBC map, or where there is potential for surface faulting
or liquefaction.\17\
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\15\ Id. Sec. 380.3(c)(2). Section 380.3(b) also requires
applicants to provide all necessary or relevant information to the
Commission and conduct studies that the Commission staff has
considered necessary or relevant to determine the impact of the
proposal on the environment. Id. Sec. 380.3(b)(1) and (2).
\16\ Id. Sec. 380.12.
\17\ Id. Sec. 380.12(h)(5).
---------------------------------------------------------------------------
7. Further, pursuant to Sec. 380.12(o), applicants must also
prepare a report, Resource Report 13, that contains engineering and
design material for the proposed LNG facility.\18\ The information
provided in Resource Report 13 is used to evaluate the information
provided in Resource Report 11, which addresses the potential hazard to
the public from failure of LNG facility components resulting from
accidents and natural catastrophes, including seismic events, the
effects of these events on reliability, and the procedures and design
features that have been used to reduce potential failures. Section
380.12(o)(14) requires an applicant to identify how it will comply with
the applicable U.S. Department of Transportation (DOT) regulations,\19\
including its siting requirements, the National Fire Protection
Association (NFPA) 59A LNG Standards and, if applicable, U.S. Coast
Guard's regulations \20\ pertaining to vapor dispersion calculations
from LNG spills over water.\21\ As with Resource
[[Page 74035]]
Report 6, applicants must provide seismic information specified in
NBSIR 84-2833 for LNG facilities that would be located in zone 2, 3, or
4 of the UBC map when preparing Resource Report 13.\22\
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\18\ Id. Sec. 380.12(o).
\19\ 49 CFR part 193.
\20\ 33 CFR part 127.
\21\ 18 CFR 380.12(o)(14).
\22\ Id. Sec. 380.12(o)(15).
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8. Appendix A to part 380 summarizes the minimum filing
requirements for these resource reports.\23\ Failure to comply with
these minimum filing requirements can result in rejection of the
application.\24\
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\23\ Id. part 380, appendix A.
\24\ Id. Sec. Sec. 153.21, 157.8. Commission practice is to
issue data requests seeking to obtain missing information before an
application is rejected.
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C. Outdated Technical Standards and Legacy Reference in Regulations
9. As described above, both Resource Reports 6 and 13 require
information based on the UBC map and NBSIR 84-2833. The UBC map groups
the country into seismic risk classifications and formalizes
construction standards based on those classifications. The last version
of the UBC was published in 1997 \25\ and was subsequently replaced by
the International Code Council's (ICC) International Building Code
(IBC), first published in 2000.\26\ The IBC incorporates the U.S.
Geological Survey's Seismic Risk Map of Ground Motions for the United
States, seismic design categories in the Structural Engineering
Institute (SEI) of the American Society of Civil Engineers (ASCE) 7,
Minimum Design Loads and Associated Criteria for Buildings and Other
Structures (ASCE 7),\27\ and NEHRP's Recommended Seismic Provisions for
New Buildings and Other Structures.\28\
---------------------------------------------------------------------------
\25\ International Conference of Building Officials, Dwelling
Construction Under the Uniform Building Code (1997 ed.).
\26\ The IBC was most recently revised in 2021 and various
editions are in use or have been adopted by states, territories, and
municipalities. See International Code Council, International Codes,
https://codes.iccsafe.org/codes/i-codes; International Code Council,
International Building Code Adoption Map, https://www.iccsafe.org/wp-content/uploads/Code_Adoption_Maps.pdf (published Oct. 19, 2000);
see also Rossberg, J., Leon, R.T., Evolution of Codes in the USA,
https://www.nehrp.gov/pdf/UJNR_2013_Rossberg_Manuscript.pdf
(detailing the historical changes to structural design codes in the
United States).
\27\ American Society of Civil Engineers, Release of ASCE/SEI 7-
22 Brings Important Changes to Structural Loading Standard, Building
Safety Journal, International Code Council (Dec. 9, 2021), https://www.iccsafe.org/building-safety-journal/bsj-technical/release-of-asce-sei-7-22-brings-important-changes-to-structural-loading-standard.
Additionally, we note that the National Earthquake Hazards
Reduction Program (NEHRP), a Congressionally mandated, multi-agency
partnership, is actively engaged in revisions to ASCE 7 and the IBC.
NEHRP's Recommended Seismic Provisions for New Buildings and Other
Structures often serves as the basis for changes to ASCE 7 and the
IBC.
\28\ The Commission has previously noted the importance of
referencing the IBC and ASCE 7 because engineers must be
knowledgeable of both the IBC and ASCE 7 to qualify as an engineer
of record under state professional engineering requirements. See
Background Section of the 2017 Guidance.
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10. Published in 1984, NBSIR 84-2833 was intended to provide
guidance for applicants requesting Commission authorization to
construct LNG facilities on how to investigate a site to obtain
geologic and seismic data for the Commission's seismic review of
proposed LNG facilities.\29\ It also standardized the format for
reporting this data to the Commission.\30\ In light of multiple
revisions to DOT's minimum safety standards and NFPA 59A since 1984,
NBSIR 84-2833 no longer serves as the most appropriate guidance to help
applicants prepare resource reports for the Commission's review.
---------------------------------------------------------------------------
\29\ National Bureau of Standards, NBSIR 84-2833: Data
Requirements for the Seismic Review of LNG Facilities 1 (June 1984),
https://nvlpubs.nist.gov/nistpubs/Legacy/IR/nbsir84-2833.pdf.
\30\ Id.
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11. On January 23, 2007, the Commission issued a draft document,
Seismic Design Guidelines and Data Submittal Requirements for LNG
Facilities, to address the confusion caused by these two outdated
standards by updating and replacing the information in NBSIR 84-
2833.\31\ The Commission, however, never finalized those guidelines.
---------------------------------------------------------------------------
\31\ Seismic Design Guidelines & Data Submittal Requirements for
LNG Facilities at ii (Jan. 23, 2007).
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12. On February 22, 2017, as part of a larger effort to update its
environmental reporting guidance, the Commission issued the 2017
Guidance, recommending specific engineering-design information, the
level of detail, and formatting that should be included in applications
to help Commission staff evaluate and address a proposed project's
potential safety and reliability impacts.\32\ The 2017 Guidance updated
and clarified the level of detail and format of the information needed
for the Commission's evaluation of hazards associated with proposed LNG
facilities, including information regarding how accidents or natural
catastrophes, including seismic events, would affect a proposed
project's safety and reliability and whether the project's engineering
design ensures adequate reliability and safety.\33\ For example, the
guidance identified the types of natural hazards that should be
analyzed, the natural hazard design investigations and design forces
that should be referenced, the types of structures, systems, and
components that should be described, and the types of diagrams and maps
that should be included. The 2017 Guidance also recommended that
applicants design certain LNG structures, systems, and components to be
consistent with the seismic requirements of the 2005 version of ASCE 7
to demonstrate that their proposed projects would not have a
significant impact on public safety.\34\ The 2017 Guidance recommended
other evaluation and design measures for other natural hazards based on
the regulatory requirements in Sec. 380.12, DOT's regulations in 49
CFR part 193, and other best practices.\35\
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\32\ See 2017 Guidance at 1-1--1-2.
\33\ See Background Section of the 2017 Guidance.
\34\ Id.
\35\ Id. and 13-94 (listing certain good engineering practices).
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D. Governmental Accountability Office's Report
13. On August 6, 2020, the U.S. Government Accountability Office
(GAO) issued a report recommending that the Commission update part 153
of its regulations because they incorporate the outdated technical
standard NBSIR 84-2833 and UBC.\36\ The GAO noted that the Commission
issued the 2017 Guidance and the draft 2007 Guidelines to address
applicants' confusion, but, because guidance documents are not binding,
it recommended that the Commission review its regulations for outdated
technical standards and update them accordingly so as to avoid
confusing the public about current regulatory requirements.\37\
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\36\ See U.S. Gov't Accountability Office, Natural Gas Exports:
Updated Guidance and Regulations Could Improve Facility Permitting
Processes 28 and Appendix II (Aug. 2020) (GAO Report), https://www.gao.gov/products/gao-20-619.
\37\ Id. at 28-29, n.47.
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E. Notice of Proposed Rulemaking
14. On November 17, 2022, the Commission issued a notice of
proposed rulemaking (NOPR) proposing to revise the Commission's
regulations as described in this final rule.\38\ The Center for LNG
(CLNG) and American Petroleum Institute (API) (together, commenters)
filed a timely joint comment.\39\ As discussed below, the Commission
considered the comment in preparing the final rule.
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\38\ Updating Reguls. for Engineering and Design Materials for
Liquefied Nat. Gas Facilities Related to Potential Impacts Caused by
Nat. Hazards, 87 FR 72906 (Nov. 28, 2022), 181 FERC ] 61,142 (2022).
\39\ CLNG and API Jan. 27, 2023 Comment.
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II. Discussion
15. The current rulemaking clarifies and updates the informational
requirements in the Commission's
[[Page 74036]]
regulations by codifying the current practice for processing NGA
section 3 and 7 applications. As a brief overview of the Commission's
practice, once an applicant files an application, Commission staff
reviews it to ensure that it contains all the information required by
the regulations. If the application is deficient, Commission staff
issues requests for information to supplement the application. Once the
application is complete, Commission staff then discloses to the public
and the Commissioners in the NEPA document staff's analysis of the
proposal's environmental, engineering, and safety effects. The
environmental document includes Commission staff's recommendations
related to the construction and operation of the project,\40\ including
measures to mitigate adverse effects.\41\ If the Commission approves
the application, the Commission's oversight of the project continues
through final design, construction, commissioning, and operation of the
project to ensure that the project has complied with the terms and
conditions \42\ of the Commission's authorization order.\43\
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\40\ Commission staff relies on performance and risk-based
principles as part of its review to craft conditions related to the
construction and operation of the proposed LNG facility.
\41\ See, e.g., Final EIS for Texas LNG Project (CP16-116)
(issued Mar. 15, 2019); Final EIS for Rio Grande LNG Project (CP16-
455) (issued Apr. 26, 2019).
\42\ See 15 U.S.C. 717b(a), 717b(e)(3)(A), 717f(e) (authorizing
the Commission to include terms and conditions to our authorization
orders).
\43\ See 15 U.S.C. 717b(a) (authorizing the Commission to issue
supplemental orders as the Commission may find necessary or
appropriate).
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16. As the Commission has previously explained, applications that
follow the same format result in a more expeditious Commission review
and processing of applications.\44\ When an application lacks the
information necessary for the Commission to review a proposal's
potential impacts on the environment, public safety, or reliability,
the Commission's review is delayed until the Commission obtains the
missing information.\45\ The Commission has previously taken steps to
clarify its regulations to reduce applicants' uncertainty when outdated
Commission regulations were contributing to applicants' confusion about
the Commission's practice or informational requirements.\46\ The
purpose of codifying an existing practice is ``to provide better
guidance to the regulated industry on what the Commission needs for its
environmental analysis'' and ``when the information should be
provided.'' \47\ As a result of this rulemaking, the Commission will be
able to more ``quickly process applications in a way that protects the
environment and ensures the procedural requirements of NEPA are met,''
\48\ as well as ensure the proposed LNG facilities will be constructed
and operated in a safe and reliable manner.
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\44\ See Revision of the Commission's Reguls. Under the Nat. Gas
Act, FERC Stats. & Regs. ] 32,535, at 33,524 (1998) (cross-
referenced at 84 FERC ] 61,345) (Order No. 603 NOPR). Although Order
No. 603 focused on NGA section 7 applications, the order changed the
informational requirements for environmental reports in part 153 so
that they comport with the requirements in part 157. Id. at 33,527-
28.
\45\ See id. at 33,525 (stating ``[a]n incomplete filing
necessitates time consuming staff data requests. However, the more
complete the environmental information is at the time of filing, the
more expeditiously the Commission can process the application.'').
See also 18 CFR 153.21(b) (rejection of applications filed under
part 153); 18 CFR 157.8 (rejection of applications filed under part
157).
\46\ See Order No. 603 NOPR, FERC Stats. & Regs. ] 32,535 at
33,525 (explaining that ``conducting the environmental review is the
most time consuming part of the certificate process. The Commission
believes this is the result of several factors. First, too often
pipelines are filing minimal information with the intention of
filing the missing information at some later date . . . Further,
applicants may be unsure of what is needed because many of the
Commission's environmental regulations dealing with pipeline
projects are either outdated, found in several parts of the CFR, or,
in the case of the environmental report, as stated, replaced in
current practice by a preferred format that does not appear anywhere
in the regulations.'').
\47\ Id.
\48\ Id.
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A. This Rulemaking Complies With the National Technology Transfer and
Advancement Act of 1995
17. The commenters recommend that the Commission identify and use
appropriate voluntary consensus standards in lieu of codifying the
practices outlined in the Commission's 2017 Guidance but do not
identify or recommend any specific standard that would be
appropriate.\49\
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\49\ See CLNG and API Jan. 27, 2023 Comment at 2.
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18. Section 12(d) of the NTTAA \50\ requires all Federal agencies
and departments to use technical standards that are developed or
adopted by voluntary consensus standard bodies \51\ to carry out policy
objectives or activities determined by the agencies and departments
unless using such a standard is inconsistent with applicable law or
otherwise impractical.\52\ The use of a voluntary consensus standard
would be impractical, for example, if it would not be effective at
meeting an agency's regulatory or program needs.\53\ Moreover, there
may be instances where a suitable voluntary consensus standard does not
exist.\54\ In either instance, an agency is permitted to use another
standard other than a voluntary consensus standard.\55\
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\50\ Public Law 104-113, 12(d), 110 Stat. 775 (1996).
\51\ A voluntary consensus standard body is a type of
association, organization, or technical society that plans,
develops, establishes, or coordinates voluntary consensus standards
using a voluntary consensus standards development process that
includes following attributes or elements: openness, balance, due
process, appeals process, and consensus. Revised OMB Circular A-119,
2(e).
\52\ 15 U.S.C. 272 note. OMB further establishes factors for
agencies to consider when deciding to use a standard, including the
nature of the agency's statutory mandate and the consistency of the
standard with that mandate; the level of protection the standard
provides or is expected to provide for public health, welfare,
safety, and the environment; and the clarity and detail of the
standard's language. Revised OMB Circular A-119 at 17-18.
\53\ Revised OMB Circular A-119 at 4, 19-20. OMB further
includes in the definition of impractical circumstances in which the
use of a voluntary consensus standard would be infeasible,
inadequate, ineffectual, or inefficient, or less useful than the use
of another standard. Id. at 20.
\54\ Id. at 20.
\55\ See 15 U.S.C. 272 note; Revised OMB Circular A-119 at 20.
When an agency uses a government-unique standard in lieu of a
voluntary consensus standard, it must submit a report explaining its
reason to OMB through NIST. We intend to submit the report for this
rulemaking to NIST before December 31, as directed by OMB.
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19. The final rule does not adopt voluntary consensus standards
related to natural hazard evaluation and design criteria for LNG
structures, systems, and components because adopting such standards
would be impractical. The Commission's evaluation and analysis of LNG
applications, which propose technically diverse types of facilities,
must consider the unique locations that the LNG facilities will be
sited, constructed, and operated. Over 2,500 standards exist that could
be applicable to an LNG structure, system, or component.\56\ No one
standard would apply to every application that the Commission reviews.
Likewise, no individual application would be subject to every standard.
To ensure that all types of proposals are covered by a standard would
require that the Commission codify every potential consensus standard
that could apply in its various LNG proceedings. Such an effort would
be infeasible and would confuse applicants about which standards the
Commission expects them to apply to their proposal.
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\56\ For example, approximately 50 recent LNG applications filed
with the Commission reference approximately 2,500 individual
applicable codes and standards. On average, an application
references nearly 400 codes and standards. On the margins,
applications have ranged from less than 10 to more than 1,000
proposed codes and standards.
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20. Moreover, although some standards set criteria for the siting,
design, construction, operation, and maintenance of LNG facilities,
they often do not sufficiently detail the engineering information
needed in an application to allow the Commission to
[[Page 74037]]
fully assess the reliability and safety of the LNG facilities. As a
result, the lack of detail has led to applicants applying these
standards inconsistently.\57\
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\57\ NFPA 59A (2001 edition), for example, requires geotechnical
investigations and testing to address subsurface behavior caused by
loads induced by LNG structures, systems, and components. The
standard, however, does not detail the parameters of the
geotechnical investigations and testing. Specifically, it does not
identify the locations and types of subsurface investigations that
should be performed, including the number, location, spacing, cross-
sections, and depths of in-situ tests or the number and types of
laboratory tests performed. Investigations, in-situ tests, and
laboratory tests are dictated by site of the LNG facility and are
necessary to describe the subsurface conditions used to determine
the design of the foundations.
ASCE 7-22 (2022 edition) is another example. ASCE 7-22 provides
general requirements for buildings, other structures, and their
nonstructural components that are subject to building code
requirements, but how the ASCE 7-22 requirements apply to industrial
facilities, such as LNG facilities, are less clear. For example, it
does not define or consider the loads of equipment used during
construction and operation and their effect on structures, systems,
and components at industrial facilities (such as the dynamic loading
from movement of construction equipment over below ground
structures, systems, and components (e.g., buried pipelines or
piping)).
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21. The Commission's practice, informed by the 2017 Guidance, has
been to clarify that, when applicants prepare Resource Report 13, they
should provide certain specific information regarding the engineering
of the proposed LNG facilities. This information includes identifying
applicable Federal regulations, proposed codes and standards, as well
as additional information on the proposed siting, design, construction,
and operation. By having the applicants identify all Federal
regulations, codes, and standards that apply to their project-specific
and site-specific proposal, the Commission is then able to evaluate
applications for LNG facilities on a case-by-case basis, determine and
evaluate the Federal regulations, codes, and standards that apply
(including any voluntary consensus standards that are adopted into
those regulations). Based on the information, the Commission could more
effectively coordinate with other Federal agencies with jurisdiction
over the proposal, evaluate whether the identified regulations, codes,
and standards contain informational gaps, and recommend modifications
or conditions that should be included in the Commission's authorization
based on the proposed LNG facilities and layers of protection \58\ that
would reduce the risk of adverse effects to the public and the
environment and reliability.\59\
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\58\ Layers of protection is a method to analyze the
effectiveness of independent parts of a system's design to protect
or mitigate the harms caused by an event. Layers of protection
typically include a facility design that prevents hazardous events,
control systems, safety instrumented prevention systems, physical
protection systems, site security measures for controlling access to
the plant, and onsite and offsite emergency response.
\59\ See section 11.4 of 2017 Guidance.
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22. For these reasons, we elect to codify the Commission's practice
of obtaining information necessary for it to fulfill its regulatory
mission in lieu of using a voluntary consensus standard, as permitted
by the NTTAA.
B. Final Rule Further Clarifies Certain Terms
23. The commenters request clarification about the following terms
undefined in the NOPR: (i) ``structures, systems, and components;''
(ii) ``associated safety related structures, systems, and components;''
(iii) ``applicable codes and standards;'' and (iv) ``generally accepted
codes, standards, and specifications.'' \60\ To prevent confusion, they
recommend that the final rule define these terms and identify which
codes and standards should be incorporated by reference into the
Commission's regulations.\61\
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\60\ CLNG and API Jan 27, 2023 Comment at 2.
\61\ Id.
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24. We find no need to codify a definition for these terms but
provide additional clarification below. When interpreting commonly used
terms, such as ``structures, systems, and components'' and ``generally
accepted,'' applicants should exercise the professional standard of
care that is expected of engineers.\62\ ``Structures, systems, and
components'' is a common engineering term used in connection with
engineering design of complex systems, including LNG facilities.\63\ In
general, structures provide structural support of loads. Examples
include free-standing LNG storage tanks, free-standing equipment, pipe
racks, buildings, and dikes, including their foundations. Systems are
generally a collection of components that together perform a function.
Examples include tank systems, transfer systems, firewater systems,
electrical systems, and instrument and control systems. Components are
equipment, or parts of equipment, that constitute pieces of larger
systems. Examples include pumps, valves, and piping. The Commission's
2017 Guidance also clarifies certain structures, systems, and
components.\64\
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\62\ See, e.g., 18 CFR 12.5 (the Commission expects a hydropower
licensee or applicant to ``use sound and prudent engineering
practices in any action relating to the design, construction,
operation, maintenance, use, repair, or modification of a water
power project or project works''). The Commission's expectations are
consistent with the expectations of other Federal agencies. See,
e.g., 49 CFR 193.2605 (DOT requires ``[e]ach operator [. . .]
determine and perform, consistent with generally accepted
engineering practice''); 29 CFR 1910.119(d)(3)(ii) (the Occupational
Safety and Health Administration requires ``inspection and testing
procedures [. . .] follow recognized and generally accepted good
engineering practices''); 40 CFR 68.48(b) (the Environmental
Protection Agency requires owners or operators of certain facilities
that use and distribute hazardous chemicals ``to ensure that the
process is designed in compliance with recognized and generally
accepted good engineering practices'').
\63\ We recognize that Federal agencies that share the
responsibility of regulating LNG facilities may have different
codified definitions for structures, systems, or components,
determined by their own regulatory needs and statutory authorities.
See, e.g., 49 CFR 193.2007 (DOT defines ``component'' as ``any part,
or system of parts functioning as a unit, including, but not limited
to, piping, processing equipment, containers, control devices,
impounding systems, lighting, security devices, fire control
equipment, and communication equipment, whose integrity or
reliability is necessary to maintain safety in controlling,
processing, or containing a hazardous fluid''). Once the final rule
becomes effective, new Sec. 380.12(o)(14) will require prospective
applicants and applicants to identify the regulations applicable to
their proposal and explain how their proposal complies with them.
\64\ See, e.g., section 13.3.1 of the 2017 Guidance (Earthquake
design conditions) and Att. 4 of the 2017 Guidance (Sample
Categorization of LNG structures, Components, and Systems).
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25. Structures, systems, and components that are ``associated''
with safety depend on context, such as the structure, system, or
component's purpose and the characteristics of the surrounding area.
Generally, a structure, system, or component that is ``associated''
with safety would be one that provides a layer of protection that the
LNG operator relies on to prevent or reduce the likelihood of failure
of a particular structure, system, or component, or limit, mitigate, or
reduce the consequences of a failure. An example of system associated
with safety is a firewater system because it is used to prevent failure
of structures, systems, or components within the overall LNG plant,
when exposed to a potential fire (e.g., pipe rack failure, pressure
vessel burst, boiling liquid expanding vapor explosion). Other examples
include security systems, such as emergency lighting, including the
emergency backup power generators and fuel supply, that reduce the
likelihood of an intentional act that could result in failure of
structures, systems, or components; and dikes that are used to contain
spills from an LNG storage tank to limit the pool spread and reduce the
consequences from subsequent dispersion of flammable vapors and fire
impacts.\65\ As noted
[[Page 74038]]
earlier, when interpreting terms, applicants should exercise the
professional standard of care that is expected of engineers.
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\65\ The list of examples here is not intended to be exhaustive
or capture the full scope of structures, systems, or components
associated with safety. There may also be less critical systems that
are associated with safety, such as instrument air systems that are
used to control pneumatic (air) operated valves that can fail even
when they are set in a safe position because of loss of instrument
air, and valves and associated electrical cabling that are fire-
rated to prevent spurious maloperation. The 2017 Guidance provides
more examples. See 2017 Guidance, Attachment 4.
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26. With regard to ``applicable'' codes and standards, the
applicability of the code or standard is informed by the context of the
sentence and paragraph. For instance, new Sec. 380.12(o)(15)(i)(B)
requires Resource Report 13 to include ``[t]he design classification
for each structure, system, and component in accordance with all
applicable federal, state, and local requirements and applicable codes
and standards.'' The ``applicable'' codes and standards, in this
context, refers to codes and standards that have requirements for
design classification of structures, systems, and components. The
applicable Federal regulations may also inform the applicability of
codes and standards.
27. It is worth noting that the final rule does not make the
Commission's 2017 Guidance obsolete. Even after the final rule becomes
effective, prospective applicants and applicants are still advised to
refer to guidance to understand the Commission's expectations for
informational and formatting requirements under our regulations. If the
Commission finds that certain terms continue to confuse applicants,
which in turn may delay the Commission's review of their applications,
the Commission will issue guidance to provide further assistance.
C. Final Rule Has No Retroactive Effect
28. The commenters seek clarity that the requirements in the final
rule will not be retroactively applied to existing jurisdictional LNG
facilities.\66\ They are concerned that existing operators who file an
application or request Commission approval to modify operations,
expand, or add equipment to their LNG facilities would be required to
upgrade or retrofit the existing facility to comply with the new
requirements.\67\ To help avoid confusion, they recommend that we amend
parts 153, 157, and 380 by adding a new applicability section that
states the new requirements do not apply to existing LNG facilities
authorized before the effective date of the final rule.\68\
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\66\ CLNG and API Jan 27, 2023 Comment at 3.
\67\ Id.
\68\ Id. at 3.
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29. We decline to adopt commenters' recommendation because Sec.
380.12(o) already specifies the applicability of the content and
formatting requirements for Resource Report 13. It plainly states that
the ``report is required for construction of new [LNG] facilities, or
the recommissioning of existing LNG facilities.'' \69\ Therefore, the
requirements in new Sec. 380.12(o)(14) would apply only to applicants
who file an application to construct new LNG facilities or recommission
existing LNG facilities once the final rule is effective.\70\ Adding a
new applicability section would be redundant and unnecessary.
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\69\ 18 CFR 380.12(o) (emphasis added).
\70\ With respect to applications that are still pending
Commission approval when the final rule becomes effective, to the
extent that these applications are not already consistent with the
final rule, the Commission will not require these applicants to
amend their applications to comport with the new requirements in
this final rule.
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D. Regulatory Burden Analysis Is Sufficient
30. The commenters recommend that the final rule compare the
regulatory burden of final rule with the existing regulatory burden.
They identify one new requirement that they assert could introduce a
new burden. The NOPR proposes in new Sec. 380.12(o)(15)(iii)(A)(22)
that applicants are required to describe the proposed LNG facility's
seismic monitoring system, which includes a minimum of one triaxial
ground motion recorder installed to register the free-field ground
motion and additional triaxial ground motion recorders on each LNG tank
system foundation, LNG tank roof, and associated safety related
structures, systems, and components. They argue that the term
``associated safety related structure, systems, and components'' is
vague and that it is unclear how many ground motion recorders would be
required. The commenters add that applicable codes and standards, such
as American Concrete Institute Code 376-11, Code Requirements for
Design and Construction of Concrete Structures for Containment of
Refrigerated Liquefied Gases,\71\ do not require accelerometers for LNG
tanks with Safe Shutdown Earthquake (SSE) peak ground accelerations
less than 0.1 gravity. If the final rule requires accelerometers for
such LNG tanks and associated systems, structures, and components, it
would constitute a new regulatory burden, which the commenters
oppose.\72\
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\71\ The code provides minimum design and construction
requirements for reinforced concrete and prestressed structures for
the storage and containment of refrigerated liquefied gases.
\72\ Id. at 3-4.
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31. We do not anticipate that compliance with this rule will alter
current practice. With respect to new Sec. 380.12(o)(15)(iii)(A)(22),
contrary to the commenters' argument, the new regulation does not
require that LNG facilities have a certain number of seismic monitoring
systems or accelerometers. The new requirement, which implements the
seismic monitoring system recommendations in the 2017 Guidance,
requires only that Resource Report 13 describe how the proposed seismic
monitoring system would be designed in accordance with all applicable
Federal requirements and applicable codes and standards. Nevertheless,
the final rule replaces ``a minimum of one'' with ``any'' in new Sec.
380.12(o)(15)(iii)(A)(22) to avoid unnecessary confusion about whether
the final rule establishes a specific number of triaxial ground motion
recorders. In terms of where the seismic monitoring equipment are
required to be located, the new section does not require anything other
than a description of what the applicant proposes, which should follow
the requirements under Federal requirements and applicable codes and
standards. If the Commission determines that the specifics of the
proposal require additional seismic monitors to ensure safety and
reliability, the order authorizing the application would include such a
condition.
32. The commenters contend that the final rule will eliminate the
flexibility that is purportedly in the 2017 Guidance, which allows
applicants to exercise alternative approaches to prepare seismic
information.\73\ They quote NBSIR 84-2833 for support: ``However, if an
applicant believes that the particular seismology and geology of a site
indicate that some of the information identified in this report need
not be provided, that information should be identified in the
application, and supporting rationale or data to justify clearly such
departures should be presented.'' \74\
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\73\ CLNG and API Jan. 27, 2023 Comment at 4.
\74\ Id. at 4 (quoting NBSIR 84-2833 at 1).
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33. The commenters are mistaken. The flexibilities in the 2017
Guidance are preserved by its codification in this rulemaking. The
final rule does not enumerate specific Federal regulations or codes or
standards that applicants must apply to the safe and reliable design,
construction, operation, and maintenance of jurisdictional LNG
facilities. Instead, consistent with the 2017 Guidance and the
Commission's practice, the final rule instructs applicants to identify
all applicable
[[Page 74039]]
Federal regulations, including codes and standards when preparing their
application, and to explain how their proposal would comply with these
regulations and requirements.\75\ To the extent that applicants
currently identify information that is not necessary in a geotechnical
report based on the seismology and geology of the proposed site,
applicants are free to continue to identify the unnecessary information
and provide an explanation or rationale for their decision. The
Commission would review the information that is provided in Resource
Report 13 and coordinate with other Federal agencies with jurisdiction
over the proposed LNG facility to ensure that there is sufficient
information to assist in the public safety and reliability review of
the proposals. Further, if the Commission finds the application
contains insufficient information based on applicable regulations,
codes and standards, or is unable to demonstrate that their proposed
facilities would be sited, designed, constructed, and operated safely
and reliably, the Commission may issue data requests for further
information or clarification.
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\75\ See, e.g., 18 CFR 380.12(o)(14) (to be codified). The
identify-and-explain approach is commonplace in the Commission's
existing LNG regulations, such as 18 CFR 380.12(o)(13) (``Provide a
list of all permits or approvals from local, state, Federal, or
Native American groups or Indian agencies required prior to and
during construction of the plant, and the status of each, including
the date filed, the date issued, and any known obstacles to
approval. Include a description of data records required for
submission to such agencies and transcripts of any public hearings
by such agencies. Also provide copies of any correspondence relating
to the actions by all, or any, of these agencies regarding all
required approvals.''); Id. Sec. 50.5(e)(6) (requiring a similar
list with regard to applicants seeking to initiate a pre-filing
proceeding site new transmission facilities); Id. Sec. 5.6(a)
(mandating a similar requirement with regard to pre-application
documents for certain hydropower projects).
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E. Section-by-Section Discussion of Changes to Parts 153 and 380
34. Section 153.2 defines terms used in part 153 and paragraph (b)
defines the NBSIR as National Bureau of Standards Information Report.
Because NBSIR is outdated and the National Bureau of Standards has been
renamed the National Institute of Standards and Technology, the final
rule deletes existing Sec. 153.2(b).
35. Section 153.8 identifies the exhibits required to accompany an
application filed under section 3 of the NGA. Existing paragraph (a)(6)
references outdated NBSIR 84-2833 and the UBC map related to preparing
a report on earthquake hazards and engineering materials. The final
rule deletes this paragraph and codifies in its place the relevant
recommendations from the Commission's 2017 Guidance in new Sec.
380.12(o)(15).\76\ Since paragraph 4 of the section entitled ``Resource
Report 6--Geological Resources in Appendix A to Part 380--Minimum
Filing Requirements for Environmental Reports Under the NGA''
references the now-removed Sec. 153.8(a)(6), the final rule also
removes this paragraph.
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\76\ Id. Sec. 153.8(a)(7) contains an errant ``(i)''
designation, which this final rule removes.
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36. Part 380 of the Commission's regulations implement NEPA. For
the same reason as deleting existing Sec. 153.8(a)(6), the final rule
deletes paragraph (h)(5) of 380.12 about preparing Resource Report 6.
The final rule also removes paragraph (o)(15) and replaces it with
recommendations from the 2017 Guidance. Specifically, new Sec.
380.12(o)(15)(i) requires applicants to provide general site-specific
engineering information used in the geotechnical and structural design
of all structures, systems, and components. This information would
address occupancy and risk categorization, clarify an applicant's
interpretation of risk and reliability tolerances, ensure an
application discusses how the project design would withstand load
combinations, and ensure that an applicant's selection of risk
categorizations and associated mean recurrence intervals to withstand
natural hazards adequately address public safety impacts.
37. Similarly, new Sec. 380.12(o)(15)(ii) requires applicants to
provide geotechnical information needed to address the subsurface
behavior from loads induced by structures, systems, and components for
LNG projects. This section addresses the scope of investigations needed
to identify safety concerns and mitigative measures and replaces the
scope of information that was previously required by the outdated
standards.
38. Finally, new Sec. 380.12(o)(15)(iii) requires applicants to
provide information related to the facility's ability to withstand
certain natural hazards, such as seismic events, floods, and
hurricanes, and aligns with Commission staff's current guidance to
applicants, as well as those adopted in certain Federal regulations
(including the Commission's existing Sec. 380.12(m), and applicable
codes and standards such as NFPA 59A, ASCE 7, and the IBC).
39. Although not proposed in the NOPR, the final rule also revises
existing Sec. 380.12(o)(12), which currently requires only that
Resource Report 13 identify codes and standards related to siting of a
proposed LNG plant and marine terminal, if applicable. Because the
Commission's authority is to ensure public safety and reliability of
proposed LNG facilities not only during siting of the facilities but
also during construction and operations of those facilities, the final
rule revises existing Sec. 380.12(o)(12) so that Resource Report 13
would now include identification of codes and standards for the design,
construction, testing, monitoring, operation, and maintenance of the
LNG facility in addition to identification of codes and standards for
siting.\77\
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\77\ This revision to Sec. 380.12(o)(12) is consistent with the
stated purpose of the NOPR, which is to update the information
requirements related to filing an application to site, construct,
expand, or operate an LNG terminal under section 3 of the NGA or
construct or operate an LNG facility under section 7 of the NGA. See
NOPR, 181 FERC ] 61,142 at P 1 & Summary. The NOPR discussed the
need to clarify the use of standards related to our oversight of
jurisdictional activities beyond the design of LNG facilities. See,
e.g., id. PP 1, 2-6, 12, 19. It reasonably follows that applicants
should identify all standards and codes that apply to the LNG
components, not only those that relate to design, in order for the
Commission to ensure that the LNG facilities, once approved, are
constructed and operated in accordance with the Commission-approved
designs.
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40. With respect to Sec. 380.12(o)(14), it currently requires
applicants to identify how they would comply with an unspecified
edition of NFPA 59A, part 193 of the DOT's regulations, and part 127 of
the Coast Guard's regulations. Not all LNG facilities under the
Commission's jurisdiction, however, are required to meet the design
criteria specified in NFPA 59A, DOT's regulations, or Coast Guard
regulations. Instead, they may be subject to other Federal regulations,
such as the Environmental Protection Agency's regulations pertaining to
its chemical accidental prevention program (40 CFR part 68) or the
Occupational Safety and Health Administration's regulations regarding
the safe management of highly hazardous chemicals (29 CFR 1910.119). To
prevent confusion about the informational requirements that the
Commission applies to its review of applications for the construction
and operation of LNG facilities, the final rule modifies Sec.
380.12(o)(14) by requiring applicants to identify all Federal
regulations and requirements that apply to the siting, design,
construction, testing, monitoring, operation, and maintenance of the
proposed project and demonstrate how the proposed project will, at a
minimum, comply with all applicable Federal requirements and applicable
codes and standards.
[[Page 74040]]
III. Regulatory Requirements
A. Information Collection Statement
41. The information collection requirements contained in this final
rule are subject to review by the OMB under the Paperwork Reduction Act
of 1995.\78\ OMB's regulations require approval of certain information
collection requirements imposed by agency rules.\79\ Upon approval of a
collection of information, OMB will assign an OMB control number and an
expiration date. Respondents subject to the filing requirements of a
rule will not be penalized for failing to respond to the collection of
information unless the collection of information displays a valid OMB
control number.
---------------------------------------------------------------------------
\78\ 44 U.S.C. 3507(d).
\79\ 5 CFR 1320.11.
---------------------------------------------------------------------------
42. This final rule removes references to a legacy agency and two
outdated technical standards for seismic hazard evaluations and seismic
design criteria for LNG facilities and codifies certain existing
practices concerning natural hazard evaluations and design for LNG
facilities contained in the Commission's 2017 Guidance. The final rule
modifies certain reporting and recordkeeping requirements included in
FERC-537 (OMB Control No. 1902-0060), FERC-539 (OMB Control No. 1902-
0062), and FERC-577 (OMB Control No. 1902-0128).\80\
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\80\ In the proposed rule, the Commission used FERC-539A & FERC-
577A as temporary placeholder designations for the purposes of this
rulemaking. The permanent designations (i.e., FERC-539 and FERC-577)
were pending renewal at OMB, and no more than one information
collection may be pending at OMB at one time. At present, FERC-539
and FERC-577 are available so the final rule references these OMB
control numbers.
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43. Interested persons may obtain information on the reporting
requirements by contacting Ellen Brown, Office of the Executive
Director, Federal Energy Regulatory Commission, 888 First Street NE,
Washington, DC 20426 by email ([email protected]) or phone (202)
502-8663.
44. Title: FERC-537 (Gas Pipeline Certificates: Construction,
Acquisition, and Abandonment).
Action: Revisions of information collection FERC-537.
OMB Control No.: 1902-0060.
Respondents: Natural gas companies.
Frequency of Information Collection: Ongoing.
Abstract: The final rule requires prospective applicants and
applicants to provide engineering and design materials related to
natural hazards to comport with the Commission's current practice of
processing section 7 applications related to LNG facilities.
Necessity of Information: The revisions are intended to update the
currency of the Commission's regulations and reduce confusion related
the preparation and filing of applications to site, design, construct,
operate, or modify LNG facilities used in interstate commerce. The
revised regulations affect only entities that file applications with
the Commission for jurisdictional LNG facilities and do not increase or
decrease the recently approved burden on respondents since the final
rule codifies the Commission's existing practices.\81\
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\81\ See Order No. 603 NOPR, FERC Stats. & Regs. ] 32,535 at
33,526 (in a similar rulemaking in which the Commission codified
existing practice for reviewing environmental reports, the
Commission noted ``that the proposed changes to the environmental
regulations discussed above do not change the filing requirements
burden on the pipeline. They simply codify existing standard
practice to help expedite the environmental review process.'').
---------------------------------------------------------------------------
45. Title: FERC-539 (Gas Pipeline Certificate: Import/Export of
LNG).
Action: Revisions of information collection FERC-539.
OMB Control No.: 1902-0062.
Respondents: Natural gas companies seeking to import and/or export
LNG.
Frequency of Information Collection: Ongoing.
Abstract: The final rule requires prospective applicants and
applicants to provide engineering and design materials related to
natural hazards to comport with the Commission's current practice of
processing section 3 applications related to LNG facilities.
Necessity of Information: The revisions are intended to update the
currency of the Commission's regulations and reduce confusion related
the preparation and filing of applications to site, design, construct,
operate, or modify facilities for the import or export of LNG. The
revised regulations affect only entities that file applications with
the Commission for LNG facilities.
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\82\ The Commission staff estimates that industry is similarly
situated in terms of hourly cost (for wages plus benefits). Based on
the Commission's FY (Fiscal Year) 2021 average cost (for wages plus
benefits), $87.00/hour is used.
---------------------------------------------------------------------------
46. The estimated burdens for FERC-539, because of the final rule
in RM22-8-000, are as follows:
--------------------------------------------------------------------------------------------------------------------------------------------------------
Number of
Number of respondents responses per Total number of Average burden hours & average Total annual burden hours & Cost per
respondent responses cost \82\ per response ($) total annual cost ($) respondent ($)
(1) (2) (1) * (2) = (3) (4)........................... (3) * (4) = (5).............. (5) / (1) = (6)
--------------------------------------------------------------------------------------------------------------------------------------------------------
6.................................. 2 12 15 hours; $1,305.............. 180 hours; $15,660........... $2,610
--------------------------------------------------------------------------------------------------------------------------------------------------------
47. Title: FERC-577 (LNG Facilities: Environmental Review and
Compliance).
Action: Revisions of information collection FERC-577.
OMB Control No.: 1902-0128.
Respondents: Natural gas companies seeking authorization to site,
design, construct, operate, or modify LNG facilities.
Frequency of Information: Ongoing.
Abstract: The final rule requires prospective applicants and
applicants, filing an application pursuant to sections 3 or 7 of the
NGA, to provide engineering and design materials related to natural
hazards to comport with the Commission's current practice of processing
environmental reports filed pursuant to part 380 of the Commission's
regulations.
Necessity of Information: The revisions are intended to update the
currency of the Commission's regulations and reduce confusion related
the preparation and filing of applications to site, design, construct,
operate, or modify LNG facilities. To facilitate the Commission's
review of these applications, applicants are required to also file
resource reports detailing engineering and design materials to assist
the Commission's understanding of the LNG facility's impact on the
environment, safety, security, and reliability. The revised regulations
affect only entities that file applications with the Commission for LNG
facilities.
48. The estimated burdens for FERC-577, because of the final rule
in RM22-8-000, are as follows:
[[Page 74041]]
--------------------------------------------------------------------------------------------------------------------------------------------------------
Number of Cost per
Number of respondents responses per Total number of Average burden hours & average Total annual burden hours & respondent ($)
respondent responses cost per response ($) (rounded) total annual cost ($) (rounded) (rounded)
(1) (2) (1) * (2) = (3) (4).............................. (3) * (4) = (5)................. (5) / (1) = (6)
--------------------------------------------------------------------------------------------------------------------------------------------------------
6............................ 16 96 193.52 hours; $17,610.32......... 18,578 hours; $1,690,591........ $281,765
--------------------------------------------------------------------------------------------------------------------------------------------------------
The Commission has reviewed the proposed revisions and has
determined that they are necessary. These requirements conform to the
Commission's need to ensure public safety, secure jurisdictional
infrastructure, and enhance efficient information collection,
communication, and management within the energy industry. The
Commission has assured itself, by means of internal review, that there
is specific, objective support for the burden estimates associated with
the information collection requirements for FERC-537, FERC-539, and
FERC-577.
B. Environmental Analysis
49. The Commission is required to prepare an Environmental
Assessment or an Environmental Impact Statement for any action that may
have a significant effect on the human environment.\83\ Excluded from
this requirement are rules that are clarifying, corrective, or
procedural, or that do not substantially change the effect of
legislation or the regulations being amended.\84\ This final rule
revises the filing requirements for new or recommissioned existing LNG
facilities by deleting references to a legacy agency and two outdated
technical standards. Because this rule is corrective, aligns the
Commission's regulations with the Commission's current practice, and
does not substantially change the effect of the regulations being
amended, preparation of an Environmental Assessment or Environmental
Impact Statement is not required.
---------------------------------------------------------------------------
\83\ Reguls. Implementing the Nat'l Env'l Policy Act of 1969,
Order No. 486, FERC Stats. & Regs. ] 30,783 (1987) (cross-referenced
at 41 FERC ] 61,284).
\84\ 18 CFR 380.4(a)(2)(ii).
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C. Regulatory Flexibility Act Certification
50. The Regulatory Flexibility Act of 1980 (RFA) \85\ generally
requires a description and analysis of rules that will have significant
economic impact on a substantial number of small entities. The RFA
mandates consideration of regulatory alternatives that accomplish the
stated objectives of a rule and minimize any significant economic
impact on a substantial number of small entities.\86\ In lieu of
preparing a regulatory flexibility analysis, an agency may certify that
a rule will not have a significant economic impact on a substantial
number of small entities.\87\
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\85\ 5 U.S.C. 601-612.
\86\ Id. 603(c).
\87\ Id. 605(b).
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51. The Small Business Administration's (SBA) Office of Size
Standards develops the numerical definition of a small business.\88\
SBA regulations designate natural gas pipelines (i.e., NAICS 4865210)
as small entities if they do not exceed the size standard of $36.5
million.\89\ For the past five years, one company not affiliated with
larger companies had annual revenues in combination with its affiliates
of $36.5 million or less and therefore could be considered a small
entity under the RFA. This represents about five percent of the total
potential respondents that may have a significant burden imposed on
them.
---------------------------------------------------------------------------
\88\ 13 CFR 121.101.
\89\ Id.
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52. As noted earlier, the final rule will affect only entities
filing new applications to site, construct, operate, or expand an LNG
facility pursuant to sections 3 or 7 of the NGA once the final rule
becomes effective. As a result of removing outdated terms and aligning
the Commission's regulatory text with current environmental information
practices, the final rule will reduce confusion about the Commission's
requirements, which would necessitate the issuance of fewer data
requests to obtain a complete application that better reflects safe
design, construction, maintenance, and operation of proposed LNG
facilities.
53. Accordingly, pursuant to section 605(b) of the RFA, the
Commission certifies that this final rule would not have a significant
economic impact on a substantial number of small entities.
D. Document Availability
54. In addition to publishing the full text of this document in the
Federal Register, the Commission provides all interested persons an
opportunity to view and/or print the contents of this document via the
internet through the Commission's Home Page (https://www.ferc.gov).
55. From the Commission's Home Page on the internet, this
information is available on eLibrary. The full text of this document is
available on eLibrary in PDF and Microsoft Word format for viewing,
printing, and/or downloading. To access this document in eLibrary, type
the docket number excluding the last three digits of this document in
the docket number field.
56. User assistance is available for eLibrary and the Commission's
website during normal business hours from the Commission's Online
Support at (202) 502-6652 (toll free at 1-866-208-3676) or email at
[email protected], or the Public Reference Room at (202) 502-
8371, TTY (202) 502-8659. Email the Public Reference Room at
[email protected].
List of Subjects
18 CFR Part 153
Exports, Imports, Natural gas, Reporting and recordkeeping
requirements.
18 CFR Part 380
Environmental impact statements, Reporting and recordkeeping
requirements.
By direction of the Commission. Commissioner Danly is concurring
with a separate statement attached.
Issued: October 23, 2023.
Kimberly D. Bose,
Secretary.
In consideration of the foregoing, the Commission amends parts 153
and 380, chapter I, title 18, Code of Federal Regulations, as follows.
PART 153--APPLICATIONS FOR AUTHORIZATION TO CONSTRUCT, OPERATE, OR
MODIFY FACILITIES USED FOR THE EXPORT OR IMPORT OF NATURAL GAS
0
1. The authority citation for part 153 is revised to read as follows:
Authority: 15 U.S.C. 717b, 717o; E.O. 10485, 3 CFR, 1949-1953
Comp., p. 970, as amended by E.O. 12038, 3 CFR, 1978 Comp., p. 136;
DOE Delegation Order No. S1-DEL-FERC-2006 (May 16, 2006).
Sec. 153.2 [Amended]
0
2. Amend Sec. 153.2 by:
0
a. Removing paragraph (b); and
[[Page 74042]]
0
b. Redesignating paragraphs (c) through (f) as paragraphs (b) through
(e), respectively.
Sec. 153.8 [Amended]
0
3. Amend Sec. 153.8 by:
0
a. Removing paragraph (a)(6);
0
b. Redesignating paragraphs (a)(7) through (9) as paragraphs (a)(6)
through (8), respectively; and
0
c. In newly redesignated paragraph (a)(6):
0
i. Removing the designation ``(i)''; and
0
ii. Removing ``Sec. 380.3 and Sec. 380.12'' and adding ``Sec. Sec.
380.3 and 380.12'' in its place.
PART 380--REGULATIONS IMPLEMENTING THE NATIONAL ENVIRONMENTAL
POLICY ACT
0
4. The authority citation for part 380 continues to read as follows:
Authority: 42 U.S.C. 4321-4370h, 7101-7352; E.O. 12009, 3 CFR
1978 Comp., p. 142.
0
5. Amend Sec. 380.12 by:
0
a. Removing paragraph (h)(5);
0
b. Redesignating paragraph (h)(6) as paragraph (h)(5); and
0
c. Revising paragraphs (o)(12), (14), (15).
The revisions read as follows:
Sec. 380.12 Environmental reports for Natural Gas Act applications.
* * * * *
(o) * * *
(12) Identify all codes and standards under which the plant (and
marine terminal, if applicable) will be sited, designed, constructed,
tested, monitored, operated, and maintained, and any special
considerations or safety provisions that were applied to the design of
plant components.
* * * * *
(14) Identify all Federal, state, and local regulations and
requirements that apply to the siting, design, construction, testing,
monitoring, operation, and maintenance of the proposed project and
explain how the proposed project will comply with the applicable
Federal regulations, including codes and standards incorporated by
reference into Federal regulations.
(15) Provide information to demonstrate that the proposed
facilities will be sited, designed, constructed, and operated to
maintain reliability and will not significantly impact public safety
given geotechnical conditions and the occurrence of a natural hazard
identified in paragraphs (o)(15)(i) through (iii) of this section. Site
information must provide geotechnical studies and natural hazard
studies based on the site location, which must provide impacts and
magnitude of historical events and projected impacts and magnitude of
events based on projected prescriptive/deterministic events and
projected probabilistic events corresponding to mean recurrence
intervals. Design information must provide the basis of design
supported by site information, including design parameters and criteria
and preliminary resultant design loads used in the geotechnical and
structural design of LNG facilities. Construction and operation
information must also include discussion of quality assurance and
quality control plans, monitoring programs, and action programs
developed in preparation of and response to geotechnical and natural
hazards. All information provided must, at a minimum, demonstrate
compliance with all applicable Federal requirements and applicable
codes and standards, and identify any applicable state and local
requirements for the siting, design, construction, testing, monitoring,
operation, and maintenance used to safeguard against significant
impacts caused by geotechnical conditions and natural hazards.
(i) General information. Provide site information that includes:
(A) A description of all structures, systems, and components,
including, at a minimum, the layout of all proposed above ground and
below ground structures, systems, and components including temporary
access roads used during construction and permanent roads used during
operation.
(B) The design classification for each structure, system, and
component in accordance with, at a minimum, all applicable Federal
requirements and applicable codes and standards.
(C) The derivation and values for risk category and mean recurrence
intervals that are, at a minimum, in accordance with all applicable
Federal requirements and applicable codes and standards.
(D) A description of all load combinations for each design
classification for all structures, systems, and components that are, at
a minimum, in accordance with design methods and all applicable Federal
requirements and applicable codes and standards.
(E) A description of all preliminary dead loads that are, at a
minimum, in accordance with all applicable Federal requirements and
applicable codes and standards, and include, at a minimum, weight of
materials of construction of structures, systems, and components;
weight of any hydrostatic test fluid service within structures,
systems, and components during commissioning; weight of fluid services
within structures, systems, and components during startup, normal
operation, abnormal operation, and shutdown; and soil and hydrostatic
pressure loads and potential uplift of below ground structures,
systems, and components.
(F) A description of all preliminary live loads that are, at a
minimum, in accordance with all applicable Federal requirements and
applicable codes and standards, and include, at a minimum, dynamic
loads from movement during transportation of structures, systems, and
components; induced loads from construction equipment atop of below
ground structures, systems, and components; uniform and concentrated
loads from construction and operation personnel and equipment on
structures, systems, and components; and crane loads for structures,
systems, and components.
(G) A description of all preliminary loads induced from natural
hazards for all structures, systems, and components that are, at a
minimum, in accordance with all applicable Federal requirements and
applicable codes and standards as described in paragraph (o)(15)(iii)
of this section.
(H) A description of all mitigation measures to protect against
natural hazards (like earthquakes) including, at a minimum, a
discussion of the proposed site elevation and design of any storm walls
or barriers relative to information described in paragraphs (o)(15)(ii)
and (iii) of this section.
(I) A description of a natural hazard preparedness and action
program, which includes facilitating timely decisions concerning the
present or future state of the LNG facility that address, at a minimum,
the natural hazards described in paragraph (o)(15)(iii) of this
section.
(ii) Geotechnical information. Provide a geotechnical investigation
that includes:
(A) A summary of the site investigation that lists the applicant's
exploratory program for the site and the types of subsurface
investigations performed and planned to be performed for the site.
(B) A list and description of all in situ tests performed,
standards used for tests, and their results including all standard
penetration tests, cone penetration tests (static and dynamic), test
pits, trenches, borings, rock coring, soil sampling, plate load tests,
and in situ shear strength tests.
(C) A plot plan that identifies the number, location, spacing,
cross-sections, and depths of each in situ test.
(D) A description of completed surveys, standards used for surveys,
and the results of surveys that were conducted to obtain continuous
lateral and depth information for the
[[Page 74043]]
evaluation of subsurface conditions including all seismic refraction
and reflection surveys.
(E) A description of the applicant's laboratory testing program
that includes the treatment of samples, the preparation of the soil
specimen for testing, the techniques to detect sample disturbance, and
the laboratory testing specifications.
(F) A list and description of all laboratory tests performed,
standards used for tests, and their results, including results from all
soil classification tests, index tests, strength and compressibility
tests, permeability tests, and soil corrosivity tests.
(G) A description of proposed mitigation measures for soil
improvement or other mitigation that would remediate low bearing
strength, poor consolidation, poor permeability, high corrosivity, or
other geotechnical issues discovered during in situ or laboratory
tests.
(H) A discussion of subsurface conditions and profiles based on the
results of the subsurface exploration and field test conducted at the
site. Subsurface profiles must identify groundwater conditions and the
physicochemical properties of the groundwater, soil/rock layers and
parameters, and various soil strata in various cross-section drawings
spanning across the site including the LNG storage tank areas.
(I) A description of soil conditions that indicate compressible or
expansive soils, corrosive soils, collapsible soils, erodible soils,
liquefaction-susceptible soils, frost-heave susceptible soils, frozen
soils, sanitary landfill, or contaminated soils.
(J) An analysis of actual or potential hazards (e.g., landslides,
subsidence, uplift, capable faults, or collapse resulting from natural
features such as tectonic depressions and cavernous or karst terrains)
to the site.
(K) A discussion of the relationship between the regional and local
geology and the site location.
(L) An evaluation and discussion of surface displacement caused by
faulting or seismically induced lateral spreading or lateral flow,
regional subsidence, local subsidence, and heave.
(M) Drawings of existing and proposed site elevation contours.
(N) A slope-stability analysis, including slope stabilization
methods, sloping topography for the site, recommendations for slope
stability, static and seismic stability, and factor of safety.
(O) Recommendations for site improvement to increase bearing
capacity, reduce the potential of liquefaction and lateral spreading,
and mitigate poor or unusual soil conditions.
(P) Recommendations for site improvement to mitigate soil
contaminants and shoreline erosion control.
(Q) An evaluation and discussion of the expected total settlement
over the design life of the facilities that considers soil conditions,
regional subsidence, and local subsidence.
(R) Recommendations for shallow foundations, including, at a
minimum, ultimate bearing capacity, factor of safety, allowable bearing
capacity, total and differential settlement criteria, liquefaction
settlements, settlement monitoring, and lateral resistance.
(S) Recommendations for deep foundations, including, at a minimum,
acceptable foundation type, bearing capacity, total pile capacities,
axial capacity, lateral capacity, group effects, down-drag, factor of
safety, settlement of single pile and pile groups, lateral movement of
pile groups, pile installation, pile cap, indicator piles and pile load
test programs, static axial pile load test, lateral load test, and
dynamic pile load test.
(T) A summary of information needed to establish broad design
parameters and conclusions used to determine the proposed layout and
design of buildings, structures, and support facilities.
(U) A description of the implementation of the geotechnical
monitoring system for the site and structures, including inclinometer,
extensometers, piezometer, tiltmeter, settlement monuments or cells,
pressure and load cells, and crack monitoring devices.
(iii) Natural hazard information. Provide studies, basis of design,
and plans for all natural hazards, including, at a minimum, each
natural hazard in paragraphs (o)(15)(iii)(A) through (G) of this
section:
(A) Seismic information. Provide a discussion of seismic design and
hazards analysis that includes:
(1) The seismic design basis and criteria that are, at a minimum,
in accordance with all applicable Federal requirements, and applicable
codes, standards, and specifications used as basis of design.
(2) A description of seismic setting and seismic hazard
investigation.
(3) A description of seismological characteristics of the
geographical region within 100 miles of the site.
(4) A description of capable faults, including any part of a fault
within five miles of the site, the fault characteristics in the site
vicinity, the methods and techniques used for fault analysis and
investigations, and the potential effect of fault displacement on
structures, systems, and components.
(5) Derivation of the site class describing the soil conditions and
supportive geotechnical studies that are, at a minimum, in accordance
with all applicable Federal requirements and applicable codes and
standards.
(6) Criteria used to determine potential soil liquefaction,
subsidence, fault rupture, seismic slope stability, and lateral
spreading.
(7) A historical ground motion analysis, including a description of
past seismic events of Modified Mercalli Intensity greater than IV or
magnitude greater than 3.0 within 100 miles of the site, including date
of seismic events, magnitude of seismic events, distance from site to
epicenter of seismic events, depth of seismic events, and resultant
ground motions recorded or estimated at site location.
(8) A site-specific ground motion analysis based on ground motions
projected from the U.S. Geological Survey national seismic maps and any
deterministic seismic hazard analyses (DSHA) and probabilistic seismic
hazard analyses (PSHA).
(9) Derivation of all ground motions used for the Operating Basis
Earthquake (OBE), Safe Shutdown Earthquake (SSE), site-specific design
earthquake (DE), site-specific peak ground motion (PGA), and aftershock
level earthquake (ALE) that are, at a minimum, in accordance with all
applicable Federal requirements and applicable codes and standards.
(10) A list of OBE, SSE, and ALE site-specific ground motion
spectral values for 0.5%, 1%, 2%, 5%, 7%, 10%, 15%, and 20% damping
during all periods range.
(11) The DE seismic coefficients and seismic design parameters,
including the spectral response acceleration and five percent damped
design spectral response acceleration parameters at a short-period, at
a period of one second, and at other periods; short-period site
coefficient and long-period site coefficient; importance factor;
component importance factor; fundamental period of the structure; long-
period transition period; and response modification coefficient that
are, at a minimum, in accordance with all applicable Federal
requirements and applicable codes and standards.
(12) A description of site-specific response spectrum analysis
method, time history analysis method, or equivalent static load
analysis.
(13) A seismic analysis for soil-structure interaction that is, at
a
[[Page 74044]]
minimum, in accordance with all applicable Federal requirements and
applicable codes and standards, and includes, at a minimum, a
discussion of the modeling methods and the factors considered in the
modeling methods, including the extent of embedment, the layering of
the soil/rock strata, and the boundary of soil-structure model.
(14) A comparison of seismic responses used for each design
classification for all structures, systems, and components.
(15) A list of seismic hazard curves of spectral accelerations for
all periods for the site.
(16) Vertical response spectra for seismic design and ratio to
horizontal response spectra.
(17) Natural frequencies and responses for each LNG tank system and
associated safety systems and associated structures, systems, and
components.
(18) A description of procedures used for structural analyses,
including consideration of incorporating the stiffness, mass, and
damping characteristics of the structural systems into the analytical
models.
(19) A description of determination of seismic overturning moments
and sliding forces for each LNG tank system and associated safety
related structures, systems, and components, including consideration of
the three components of input motion and the simultaneous action of
vertical and horizontal seismic forces.
(20) A description of design procedure for seismically isolated
structures, systems, and components.
(21) A description of seismic design basis and criteria for the LNG
storage tank(s) and foundation(s). The seismic design basis and
criteria must include the flexibility of the tank shell(s) and its
influence on the natural frequencies of the tank(s), liquid level,
effects of liquid motion or pressure changes; minimum design freeboard;
sloshing and impulsive loads; seismic coefficients; importance
factor(s); reduction factor(s); slosh height(s); sloshing periods of
LNG storage tank(s); global stability of the tank(s) in terms of the
potential for overturning and sliding; differential displacement
between the tank(s) and the first support; and a total settlement
monitoring program for the tank foundation(s).
(22) A description of seismic monitoring system in accordance with,
at a minimum, all applicable Federal requirements and applicable codes
and standards, including any triaxial ground motion recorder installed
to register the free-field ground motion and additional triaxial ground
motion recorders on each LNG tank system foundation, LNG tank roof, and
associated safety related structures, systems, and components. The
proposed seismic monitoring must include the installation locations on
a plot plan; description of the triaxial strong motion recorders or
other seismic instrumentation; the proposed alarm set points, and
operating procedures (including emergency operating procedures) for
control room operators in response to such alarms/data obtained from
seismic instrumentation; and maintenance procedures.
(23) A cross reference to potential for earthquake generated
tsunamis and seiches provided in paragraph (o)(15)(iii)(B) of this
section, earthquake generated floods in paragraph (o)(15)(iii)(C) of
this section, earthquake generated landslides in paragraph
(o)(15)(iii)(G) of this section, and earthquake generated releases and
fires in paragraph (m) of this section.
(B) Tsunami and seiche information. Provide a discussion of tsunami
and seiche design and hazards that includes:
(1) The tsunami and seismic design basis and criteria with a
description of the applicable requirements and guidelines, and
generally accepted codes, standards, and specifications used as basis
of design.
(2) The seiche design inundation and run-up elevations and
corresponding return periods for all structures, systems, and
components.
(3) The maximum considered tsunami (MCT) inundation and run-up
elevation for the site, including the maximum considered earthquake
(MCE) level ground motions at the site if the MCE is the triggering
source of the MCT.
(4) A comparison of design loads of seiche water inundation
elevations with inundation elevation corresponding to return periods of
MCE and MCT for all structures, systems, and components.
(5) The Tsunami Risk Category for the site and a description of
potential tsunami generation by seismic sources, and the prevention and
mitigation plan for potential tsunami and seiche hazards.
(6) A cross reference to potential tsunami and seiche generated
floods in paragraph (o)(15)(iii)(C) of this section, tsunami and seiche
generated landslides in paragraph (o)(15)(iii)(G) of this section, and
tsunami and seiche generated releases and fires in paragraph (m) of
this section.
(C) Flood information. Provide a discussion of flood design
criteria and hazards that includes:
(1) The floods design basis and criteria with references to
applicable requirements and guidelines, and generally accepted codes,
standards, and specifications used as basis of design.
(2) A description of flooding potential in the region surrounding
the site due to one or more natural causes such as storm surge, tides,
wind generated waves, meteorological tsunamis or seiches, extreme
precipitation, or other natural hazard events that have a common cause.
(3) A comparison of flood design loads corresponding to return
periods of 10,000-year, 5,000-year, 1,000-year, 500-year, and 100-year
for all structures, systems, and components.
(4) A discussion of final designed site elevations and storm surge
walls or floodwalls for the site that includes tsunami considerations,
flood design considerations, site total settlements, sea level rise,
subsidence.
(D) Hurricane information. Provide a discussion of hurricanes and
other meteorological events design criteria and hazards that includes:
(1) The wind and storm surge design basis and criteria that are, at
a minimum, in accordance with all applicable Federal requirements, and
applicable codes, standards, and specifications used as basis of
design.
(2) A comparison of design wind loads for both sustained and three-
second gusts and storm surge elevations, including consideration for
still water, wind/wave run-up effects, and crest elevations, with
hurricanes and other meteorological events at the site location
corresponding to return periods of 10,000-year, 5,000-year, 1,000-year,
500-year, and 100-year for all structures, systems, and components.
(3) A discussion of historic hurricane frequencies and hurricane
categories equivalent on the Saffir-Simpson Hurricane Wind Scale at the
site and associated wind speeds and storm surge.
(4) The design regional subsidence that includes a discussion of
the elevation change used to account for regional subsidence for the
design life of the facilities at the site.
(E) Tornado information. Provide a discussion of tornado design
criteria and hazards that includes:
(1) The tornadoes design basis and criteria that are, at a minimum,
in accordance with all applicable Federal requirements, and applicable
codes, standards, and specifications used as basis of design.
(2) A comparison of tornado design loads corresponding to return
periods of 10,000-year, 5,000-year, 1,000-year, 500-year, and 100-year
for all structures, systems, and components.
(3) A discussion of historic tornado frequencies and tornado
categories as classified on the Enhanced Fujita (EF)
[[Page 74045]]
Scale at the site and associated wind speeds.
(4) A discussion of tornado loads determination and design
procedure.
(5) A comparison of impact between wind loads and tornado loads for
the site.
(F) Rain, ice, snow, and related precipitation information. Provide
a discussion of rain, ice, snow, and related precipitation design
criteria and hazards that includes:
(1) The rain, ice, and snow design basis and criteria that are, at
a minimum, in accordance with all applicable Federal requirements, and
applicable codes, standards, and specifications used as basis of
design.
(2) The identification of stormwater flows, outfalls, and
stormwater management systems for all surfaces, including spill
containment system with sump pumps or other water removal systems.
(3) The comparison of rain, ice, and snow design loads with
rainfall rates, snow loads, and ice loads corresponding to return
periods of 10,000-year, 5,000-year, 1,000-year, 500-year, and 100-year
for all structures, systems, and components.
(4) A discussion of historic ice and blizzard events and
frequencies and other ice and snow events at the site and associated
loads.
(G) Landslides, wildfires, volcanic activity, and geomagnetism
information. Provide a discussion of landslides, wildfires, volcanic
activity, and geomagnetism design criteria and hazards that includes:
(1) The landslides, wildfires, volcanic activity, and geomagnetism
design basis and criteria that are, at a minimum, in accordance with
all applicable Federal requirements, and applicable codes, standards,
and specifications used as basis of design.
(2) A discussion of historic landslide, wildfire, volcano activity,
and geomagnetic disturbance risks and intensities at the site.
(3) A description of capable volcanoes, volcanic characteristics of
the region, and a discussion of potentially hazardous volcanic
phenomena considerations.
0
6. Amend appendix A to part 380 in the section entitled ``Resource
Report 6--Geological Resources'' by:
0
a. Removing paragraph 4;
0
b. Redesignating paragraph 5 as paragraph 4; and
0
c. Revising newly redesignated paragraph 4.
The revision reads as follows:
Appendix A to Part 380--Minimum Filing Requirements for Environmental
Reports Under the Natural Gas Act
* * * * *
Resource Report 6--Geological Resources
* * * * *
4. For underground storage facilities, how drilling activity by
others within or adjacent to the facilities would be monitored, and
how old wells would be located and monitored within the facility
boundaries. (Sec. 380.12(h)(5))
* * * * *
Note: The following appendix will not appear in the Code of
Federal Regulations.
Appendix A--Commissioner Danly's Statement
United States of America Federal Energy Regulatory Commission
Updating Regulations for Engineering and Design Materials for
Liquefied Natural Gas Facilities Related to Potential Impacts
Caused by Natural Hazards
Docket No. RM22-8-000
(Issued October 23, 2023)
DANLY, Commissioner, concurring:
1. I agree that several changes to the Commission's regulations
will be helpful to ensure that the Commission has adequate
information to examine the design, engineering and safety of
liquefied natural gas (LNG) facilities when authorizing the siting
of such facilities under the Commission's jurisdiction. I write
separately to express two misgivings about the final rule.\90\
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\90\ See Updating Reguls. for Eng'rg & Design Materials for
Liquefied Nat. Gas Facilities Related to Potential Impacts Caused by
Nat. Hazards, 185 FERC ] 61,050 (2023) (Final Rule).
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2. First, in their joint comments on the proposed rule, the
Center for LNG and the American Petroleum Institute (API) identified
potential sources of confusion throughout the proposed rule
regarding the requirements that project sponsors identify and comply
with all ``applicable codes and standards.'' \91\ The final rule
does not sufficiently address these well-articulated concerns.
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\91\ See Center for LNG & API January 27, 2023 Comments at 2.
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3. Second, language in the final rule suggests that the
Commission has perpetual jurisdiction over LNG facilities \92\ under
Natural Gas Act sections 3 and 7.\93\ I continue to harbor
misgivings that the Commission may not, in fact, have ongoing
jurisdiction to oversee the safety of LNG facilities once
permitted.\94\
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\92\ See Final Rule, 185 FERC ] 61,050 at P 39 (``Because the
Commission's authority is to ensure public safety and reliability of
proposed LNG facilities not only during siting of the facilities but
also during construction and operations of those facilities, the
final rule revises existing Sec. 380.12(o)(12) so that Resource
Report 13 would now include identification of codes and standards
for the design, construction, testing, monitoring, operation, and
maintenance of the LNG facility in addition to identification of
codes and standards for siting.'') (footnote omitted); see also id.
P 15 (``The current rulemaking clarifies and updates the
informational requirements in the Commission's regulations by
codifying the current practice for processing NGA section 3 and
[section] 7 applications. . . . The environmental document includes
Commission staff's recommendations related to the construction and
operation of the project, including measures to mitigate adverse
effects. If the Commission approves the application, the
Commission's oversight of the project continues through final
design, construction, commissioning, and operation of the project to
ensure that the project has complied with the terms and conditions
of the Commission's authorization order.'') (citing 15 U.S.C.
717b(a), 717b(e)(3)(A), 717f(e) (authorizing the Commission to
include terms and conditions to our authorization orders)) (internal
citations omitted) (footnotes omitted).
\93\ 15 U.S.C. 717b, 717f.
\94\ See EcoEl[eacute]ctrica, L.P., 184 FERC ] 61,114 (2023)
(Danly, Comm'r, concurring at P 3); EcoEl[eacute]ctrica, L.P., 180
FERC ] 61,054 (2022) (Danly, Comm'r, concurring at P 3);
EcoEl[eacute]ctrica, L.P., 179 FERC ] 61,038 (2022) (Danly, Comm'r,
concurring); EcoEl[eacute]ctrica, L.P., 177 FERC ] 61,164 (2021)
(Danly, Comm'r, concurring); EcoEl[eacute]ctrica, L.P., 176 FERC ]
61,192 (2021) (Danly, Comm'r, concurring).
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For these reasons, I respectfully concur.
James P. Danly,
Commissioner.
[FR Doc. 2023-23791 Filed 10-27-23; 8:45 am]
BILLING CODE 6717-01-P