Or. Admin. Code § 345-022-0020 - Structural Standard
(1) Except for facilities described in
sections (2) and (3), to issue a site certificate, the Council must find that:
(a) The applicant, through appropriate
site-specific study, has adequately characterized the seismic hazard risk of
the site.
(b) The applicant can
design, engineer, and construct the facility to avoid dangers to human safety
and the environment presented by seismic hazards affecting the site, as
identified in subsection (1)(a).
(c) The applicant, through appropriate
site-specific study, has adequately characterized the potential geological and
soils hazards of the site and its vicinity that could, in the absence of a
seismic event, adversely affect, or be aggravated by, the construction and
operation of the proposed facility; and
(d) The applicant can design, engineer and
construct the facility to avoid dangers to human safety and the environment
presented by the hazards identified in subsection (c).
(2) The Council may not impose the Structural
Standard in section (1) to approve or deny an application for an energy
facility that would produce power from wind, solar or geothermal energy.
However, the Council may, to the extent it determines appropriate, apply the
requirements of section (1) to impose conditions on a site certificate issued
for such a facility.
(3) The
Council may not impose the Structural Standard in section (1) to deny an
application for a special criteria facility under OAR345-015-0310.
However, the Council may, to the extent it determines appropriate, apply the
requirements of section (1) to impose conditions on a site certificate issued
for such a facility.
(4) To assist
the Council in determining whether the standard outlined in (1) through (3) has
been met, the Applicant must submit information from reasonably available
sources regarding the geological and soil stability within the analysis area,
including:
(a) A geologic report meeting the
Oregon State Board of Geologist Examiners geologic report guidelines. Current
guidelines must be determined based on consultation with the Oregon Department
of Geology and Mineral Industries, as described in paragraph (B) of this
subsection;
(b) A summary of
consultation with the Oregon Department of Geology and Mineral Industries
regarding the appropriate methodology and scope of the seismic hazards and
geology and soil-related hazards assessments, and the appropriate site-specific
geotechnical work that must be performed before submitting the application for
the Department to determine that the application is complete;
(c) A description and schedule of
site-specific geotechnical work that will be performed before construction for
inclusion in the site certificate as conditions;
(d) For all transmission lines, and for all
pipelines that would carry explosive, flammable or hazardous materials, a
description of locations along the proposed route where the applicant proposes
to perform site specific geotechnical work, including but not limited to
railroad crossings, major road crossings, river crossings, dead ends (for
transmission lines), corners (for transmission lines), and portions of the
proposed route where geologic reconnaissance and other site specific studies
provide evidence of existing landslides, marginally stable slopes or
potentially liquefiable soils that could be made unstable by the planned
construction or experience impacts during the facility's operation;
(e) An assessment of seismic hazards, in
accordance with standard-of-practice methods and best practices, that addresses
all issues relating to the consultation with the Oregon Department of Geology
and Mineral Industries described in paragraph (B) of this subsection, and an
explanation of how the applicant will design, engineer, construct, and operate
the facility to avoid dangers to human safety and the environment from these
seismic hazards. Furthermore, an explanation of how the applicant will design,
engineer, construct and operate the facility to integrate disaster resilience
design to ensure recovery of operations after major disasters. The applicant
must include proposed design and engineering features, applicable construction
codes, and any monitoring and emergency measures for seismic hazards, including
tsunami safety measures if the site is located in the DOGAMI-defined tsunami
evacuation zone; and
(f) An
assessment of geology and soil-related hazards which could, in the absence of a
seismic event, adversely affect or be aggravated by the construction or
operation of the facility, in accordance with standard-of-practice methods and
best practices, that address all issues relating to the consultation with the
Oregon Department of Geology and Mineral Industries described in paragraph (B)
of this subsection. An explanation of how the applicant will design, engineer,
construct and operate the facility to adequately avoid dangers to human safety
and the environment presented by these hazards, as well as:
(A) An explanation of how the applicant will
design, engineer, construct and operate the facility to integrate disaster
resilience design to ensure recovery of operations after major disasters;
and
(B) An assessment of future
climate conditions for the expected life span of the proposed facility and the
potential impacts of those conditions on the proposed facility.
Notes
Statutory/Other Authority: ORS 469.470 & ORS 469.501
Statutes/Other Implemented: ORS 469.501
State regulations are updated quarterly; we currently have two versions available. Below is a comparison between our most recent version and the prior quarterly release. More comparison features will be added as we have more versions to compare.
(1) Except for facilities described in sections (2) and (3), to issue a site certificate, the Council must find that:
(a) The applicant, through appropriate site-specific study, has adequately characterized the seismic hazard risk of the site; and
(b) The applicant can design, engineer, and construct the facility to avoid dangers to human safety and the environment presented by seismic hazards affecting the site, as identified in subsection (1)(a);
(c) The applicant, through appropriate site-specific study, has adequately characterized the potential geological and soils hazards of the site and its vicinity that could, in the absence of a seismic event, adversely affect, or be aggravated by, the construction and operation of the proposed facility; and
(d) The applicant can design, engineer and construct the facility to avoid dangers to human safety and the environment presented by the hazards identified in subsection (c).
(2) The Council may not impose the Structural Standard in section (1) to approve or deny an application for an energy facility that would produce power from wind, solar or geothermal energy. However, the Council may, to the extent it determines appropriate, apply the requirements of section (1) to impose conditions on a site certificate issued for such a facility.
(3) The Council may not impose the Structural Standard in section (1) to deny an application for a special criteria facility under OAR 345-015-0310. However, the Council may, to the extent it determines appropriate, apply the requirements of section (1) to impose conditions on a site certificate issued for such a facility.
Notes
Statutory/Other Authority: ORS 469.470 & 469.501
Statutes/Other Implemented: ORS 469.501