[Federal Register Volume 81, Number 165 (Thursday, August 25, 2016)]
[Notices]
[Page 58510]
[FR Doc No: 2016-20321]

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ENVIRONMENTAL PROTECTION AGENCY

[EPA-HQ-OLEM-2016-0465, FRL-9951-43-OLEM]

Agency Information Collection Activities; Proposed Collection;
Comment Request; Information Requirements for Boilers and Industrial
Furnaces

AGENCY: Environmental Protection Agency (EPA).

ACTION: Notice.

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SUMMARY: The Environmental Protection Agency (EPA) is planning to
submit the information collection request (ICR), Information
Requirements for Boilers and Industrial Furnaces (EPA ICR No. 1361.17,
OMB Control No. 2050-0073) to the Office of Management and Budget (OMB)
for review and approval in accordance with the Paperwork Reduction Act
(PRA) (44 U.S.C. 3501 et seq.). Before doing so, the EPA is soliciting
public comments on specific aspects of the proposed information
collection as described below. This is a proposed extension of the ICR,
which is currently approved through December 31, 2016. An Agency may
not conduct or sponsor and a person is not required to respond to a
collection of information unless it displays a currently valid OMB
control number.

DATES: Comments must be submitted on or before October 24, 2016.

ADDRESSES: Submit your comments, referencing by Docket ID No. EPA-HQ-
OLEM-2016-0465, online using www.regulations.gov (our preferred
method), by email to<EMAIL_ADDRESS>or by mail to: EPA Docket
Center, Environmental Protection Agency, Mail Code 28221T, 1200
Pennsylvania Ave. NW., Washington, DC 20460.
    EPA's policy is that all comments received will be included in the
public docket without change including any personal information
provided, unless the comment includes profanity, threats, information
claimed to be Confidential Business Information (CBI) or other
information whose disclosure is restricted by statute.

FOR FURTHER INFORMATION CONTACT: Peggy Vyas, Office of Resource
Conservation and Recovery (mail code 5303P), Environmental Protection
Agency, 1200 Pennsylvania Ave. NW., Washington, DC 20460; telephone
number:<PHONE_NUMBER>; fax number:<PHONE_NUMBER>; email address:
<EMAIL_ADDRESS>
SUPPLEMENTARY INFORMATION: Supporting documents which explain in detail
the information the EPA will be collecting are available in the public
docket for this ICR. The docket can be viewed online at
www.regulations.gov or in person at the EPA Docket Center, WJC West,
Room 3334, 1301 Constitution Ave. NW., Washington, DC. The telephone
number for the Docket Center is<PHONE_NUMBER>. For additional
information about EPA's public docket, visit http://www.epa.gov/dockets.
    Pursuant to section 3506(c)(2)(A) of the PRA, the EPA is soliciting
comments and information to enable it to: (i) Evaluate whether the
proposed collection of information is necessary for the proper
performance of the functions of the Agency, including whether the
information will have practical utility; (ii) evaluate the accuracy of
the Agency's estimate of the burden of the proposed collection of
information, including the validity of the methodology and assumptions
used; (iii) enhance the quality, utility, and clarity of the
information to be collected; and (iv) minimize the burden of the
collection of information on those who are to respond, including
through the use of appropriate automated electronic, mechanical, or
other technological collection techniques or other forms of information
technology, e.g., permitting electronic submission of responses. The
EPA will consider the comments received and amend the ICR as
appropriate. The final ICR package will then be submitted to OMB for
review and approval. At that time, the EPA will issue another Federal
Register notice to announce the submission of the ICR to OMB and the
opportunity to submit additional comments to OMB.
    Abstract: EPA regulates the burning of hazardous waste in boilers,
incinerators, and industrial furnaces (BIFs) under 40 CFR parts 63,
264, 265, 266 and 270. This ICR describes the paperwork requirements
that apply to the owners and operators of BIFs. This includes the
general facility requirements at 40 CFR parts 264 and 265, subparts B
thru H; the requirements applicable to BIF units at 40 CFR part 266;
and the RCRA Part B permit application and modification requirements at
40 CFR part 270.
    Form Numbers: None.
    Respondents/affected entities: Business or other for-profit.
    Respondent's obligation to respond: Mandatory (per 40 CFR 264, 265,
and 270).
    Estimated number of respondents: 114.
    Frequency of response: On occasion.
    Total estimated burden: 291,757 hours per year. Burden is defined
at 5 CFR 1320.03(b).
    Total estimated cost: $21,004,550, which includes $9,839,942
annualized labor costs and $11,164,608 annualized capital or O&M costs.
    Changes in Estimates: The burden hours are likely to stay
substantially the same.

    Dated: August 17, 2016.
Barnes Johnson,
Director, Office of Resource Conservation and Recovery.
[FR Doc. 2016-20321 Filed 8-24-16; 8:45 am]
 BILLING CODE 6560-50-P


[Federal Register Volume 76, Number 225 (Tuesday, November 22, 2011)]
[Notices]
[Pages 72197-72202]
[FR Doc No: 2011-30116]

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DEPARTMENT OF ENERGY

Federal Energy Regulatory Commission

[137 FERC ] 61,131; Docket No. RD11-3-000]

Before Commissioners: Jon Wellinghoff, Chairman; Philip D.
Moeller, John R. Norris, and Cheryl A. LaFleur; North American Electric
Reliability Corporation; Order Approving Reliability Standard

    1. On January 28, 2011, the North American Electric Reliability
Corporation (NERC) submitted a petition seeking approval of a revised
Facilities Design, Connections, and Maintenance (FAC) Reliability
Standard FAC-013-2--Assessment of Transfer Capability for the Near-Term
Transmission Planning Horizon, pursuant to section 215(d)(1) of the
Federal Power Act (FPA) \1\ and section 39.5 of the Commission's
regulations.\2\ The revised Reliability Standard requires planning
coordinators to have a transparent methodology for, and to annually
perform, an assessment of transmission transfer capability for the
Near-Term Transmission Planning Horizon, as a basis for identifying
system weaknesses or limiting facilities that could limit energy
transfers in the future. NERC also requests approval of two new terms
utilized in the proposed Reliability Standard, to be included in NERC's
Glossary of Terms Used in NERC Reliability Standards (NERC Glossary or
Glossary). Finally, NERC requests approval of its implementation plan
for Reliability Standard FAC-013-2, setting an effective date that will
allow planning coordinators a reasonable time, after certain related
Modeling, Data, and Analysis (MOD) Reliability Standards have gone into
effect, to meet the requirements of the revised Reliability Standard.
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    \1\ 16 U.S.C. 824o(d)(1) (2006).
    \2\ 18 CFR 39.5 (2011).
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    2. As explained below, we find that revised Reliability Standard
FAC-013-2 (including the associated new Glossary terms and
implementation plan) is just, reasonable, not unduly discriminatory or
preferential and in the public interest. We accept the violation risk
factors and violation severity levels associated with the standard as
proposed by NERC, with three exceptions described below. We also deny a
request by the Electric Reliability Council of Texas (ERCOT) for an
exemption from Reliability Standard FAC-013-2.

I. Background

    3. The Commission certified NERC as the Electric Reliability
Organization (ERO), as defined in section 215 of the FPA, in July
2006.\3\ In Order No. 693, the Commission reviewed an initial set of
Reliability Standards as developed and submitted for review by NERC,
accepting 83 standards as mandatory

and enforceable.\4\ In Order No. 693, the Commission, inter alia,
accepted Reliability Standard FAC-013-1, which sets out requirements
for communication of transfer capability calculations. In addition, the
Commission directed NERC to modify FAC-013 so that it would apply to
all reliability coordinators.\5\
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    \3\ North American Electric Reliability Corp., 116 FERC ]
61,062, order on reh'g and compliance, 117 FERC ] 61,126 (2006),
order on compliance, 118 FERC ] 61,190, order on reh'g 119 FERC ]
61,046 (2007), aff'd sub nom. Alcoa Inc. v. FERC, 564 F.3d 1342 (DC
Cir. 2009).
    \4\ Mandatory Reliability Standards for the Bulk-Power System,
Order No. 693, FERC Stats. & Regs. ] 31,242, order on reh'g, Order
No. 693-A, 120 FERC ] 61,053 (2007).
    \5\ Id. P 790, 794.
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    4. Also related to NERC's immediate proposal, the Commission, in
Order No. 693, neither approved nor remanded Reliability Standard FAC-
012-1, which set out proposed requirements for documenting the
methodologies used by reliability coordinators and planning authorities
in determining transfer capability.\6\ Because additional information
was needed regarding the standards' reference to regional
implementation, the Commission did not act on proposed FAC-012-1, but
directed certain changes to be included in a revised version of FAC-
012-1. In particular, the Commission stated that the standard should
provide a framework for the calculation of transfer capabilities,
including data inputs and modeling assumptions.\7\ Further, the
Commission stated that the process and criteria used to determine
transfer capabilities must be consistent with the process and criteria
used in planning and operating the system.\8\
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    \6\ Id. P 776, 782. See also id. P 287 (discussing ``fill-in-
the-blank'' standards). NERC's proposed FAC-013-2 addresses
directives pertaining to related to both FAC-013-1 and FAC-012-1.
    \7\ Id. P 779.
    \8\ Id. P 782.
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    5. Subsequently, as part of its submission of revised Modeling,
Data, and Analysis (MOD) Reliability Standards, which govern the
calculation of Available Transfer Capability (ATC), NERC requested that
it be permitted to withdraw FAC-012-1 and retire FAC-013-1. In Order
No. 729, the Commission found that FAC-012-1 and FAC-013-1 had not been
wholly superseded by the revised MOD Reliability Standards because the
revised MOD Reliability Standards did not address the calculation of
transfer capabilities in the planning horizon.\9\ Moreover, the
Commission found that the existing versions of FAC-012-1 (as adopted by
NERC) and FAC-013-1 (as approved by FERC) were insufficient to address
the Commission's concerns as stated in Order No. 693, and ordered NERC
to develop specific modifications to comply with those outstanding
directives.\10\
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    \9\ Mandatory Reliability Standards for the Calculation of
Available Transfer Capability, Capacity Benefit Margins,
Transmission Reliability Margins, Total Transfer Capability and
Existing Transmission Commitment and Mandatory Reliability Standards
for the Bulk-Power System, Order No. 729, 129 FERC ] 61,155, at P
291 (2009); order on reh'g, Order No. 729-A, 131 FERC ] 61,109,
order on reh'g, Order No. 729-B, 132 FERC ] 61,027 (2010).
    \10\ Id.
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    6. The Commission explained in Order No. 729 the potential value of
assessing transfer capabilities in the planning horizon, as a means of
improving the long-term reliability of the Bulk-Power System:

    The Commission recognizes that the calculation of transfer
capabilities in the planning horizon (years one thorough five) may
not be so accurate to support long-term scheduling of the
transmission system but we do believe that such forecasts will be
useful for long-term planning, in general, by measuring sufficient
long-term capacity needed to ensure the reliable operation of the
Bulk-Power System. Although regional planning authorities have
developed similar efforts in response to Order No. 890, we believe
that the requirements imposed by FAC-012 and FAC-013 need not be
duplicative of those existing efforts and, by contrast, should be
focused on improving the long-term reliability of the Bulk-Power
System pursuant to the ERO's Reliability Standards.\11\
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    \11\ Id. P 290.

    Thus, the Commission directed NERC to develop modifications to FAC-
012-1 and FAC-013-1 to comply with the directives of Order No. 693 and
to otherwise revise those Standards to be consistent with the revised
MOD Reliability Standards.\12\
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    \12\ Id. P 291.
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II. NERC's Petition

    7. In its Petition, NERC explains that FAC-013-2 was developed in
response to Commission directives in Order Nos. 693 and 729 (as
discussed above) to require appropriate entities to perform an annual
assessment of transfer capability in the planning horizon and to do so
using data inputs and modeling assumptions that are consistent with
other planning uses. Under Requirement R1, each planning coordinator
must have a documented methodology for performing an annual assessment
of transfer capability in the Near-Term Transmission Planning Horizon.
Under Requirement R2, each planning coordinator must share its
methodology with adjacent planning coordinators and transmission
planners, and with other functional entities with a reliability-related
need for the information. Under Requirement R3, planning coordinators
must provide a documented response to comments made by an interested
party about the methodology. Under Requirement R4, planning
coordinators must conduct and document an annual simulation or
assessment of transfer capability for at least one year in the Near-
Term Transmission Planning Horizon. Under Requirement R5, planning
coordinators must make the results of the assessment available to the
same types of parties identified in Requirement R2. Finally, under
Requirement R6, planning coordinators must provide data to support the
assessment if requested by identified interested parties.\13\
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    \13\ See NERC Petition at 8-10, Ex. A.
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    8. NERC explains in its Petition that the proposed Reliability
Standard addresses the Commission's directives by requiring planning
coordinators to undertake an annual assessment of transfer capability
in the planning horizon, and by requiring the use of certain data
inputs and modeling assumptions to identify future transmission system
weaknesses or limiting facilities.
    9. NERC also requests approval of the terms ``Near-Term
Transmission Planning Horizon'' and ``Year One'' to be added to the
NERC Glossary. Finally, NERC proposes an implementation plan that
includes an effective date for the revised Reliability Standard that is
the later of (1) the first day of the calendar quarter twelve months
after Commission approval of FAC-013-2, or (2) the first day of the
calendar quarter six months after Reliability Standards MOD-001-1, MOD-
028-1, MOD-029-1, and MOD-030-1 go into effect.\14\ At that time, the
plan calls for the retirement of existing Reliability Standards FAC-
012-1 and FAC-013-1.\15\
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    \14\ The relevant MOD Reliability Standards went into effect on
April 1, 2011.
    \15\ NERC Petition at Ex. B.
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III. Notice of Filing and Responsive Pleading

    10. Notice of NERC's Petition was issued on Feb. 2, 2011 and
published on Feb. 10, 2011 in the Federal Register, with comments,
protests and motions to intervene due on or before Feb. 28, 2011.\16\
Two sets of comments were received. The Midwest Independent
Transmission System Operator, Inc. (MISO) and the New York Independent
System Operator, Inc. (NYISO) filed a joint set of comments asking the
Commission to reject FAC-013-2 as duplicative of the now-effective
Transmission Planning (TPL) Standards. In addition, the ERCOT filed a
motion to intervene out-of-time, asking the Commission to find that
ERCOT should

be exempt from FAC-013-2's requirements.
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    \16\ 76 FR 7557 (2011).
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    11. MISO and NYISO state that Reliability Standard FAC-013-2 will
not provide any reliability benefits beyond those conferred by the
current TPL Reliability Standards, arguing that proposed Reliability
Standard FAC-013-2 is ``substantially similar'' to the approved TPL
Reliability Standards in purpose and in the assessments required.\17\
MISO and NYISO further argue that both the proposed Reliability
Standard and the TPL Reliability Standards (particularly TPL-002)
require an assessment of system conditions over the Near-Term
Transmission Planning Horizon using similar assumptions or inputs,
including contingencies, system conditions, projected firm transfers or
transmission uses, and system demand levels.\18\
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    \17\ MISO and NYISO Comments at 3-4.
    \18\ Id. at 4.
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    12. MISO and NYISO note that the TPL Reliability Standards require
applicable entities not only to perform system simulations and related
annual assessments to identify reliability issues based on current and
projected firm transmission commitments, but also to take affirmative
action to address any identified reliability issues based on those
commitments. MISO and NYISO argue that the very similar assessment
required under Reliability Standard FAC-013-2, which is intended ``to
identify potential future Transmission System weaknesses and limiting
Facilities that could impact the Bulk Electric System's (BES) ability
to reliability transfer energy,'' does not provide a similar obligation
to rectify any deficiencies identified from the assessment as is found
in the TPL Standards, and therefore has questionable value.\19\ As an
example, MISO and NYISO note that if an assessment performed under
Reliability Standard FAC-013-2 found that incremental transfer
capability was 0 MW at some point within the Near-Term Transmission
Planning Horizon, FAC-013-2 does not provide any guidance about steps
to be taken to address the identified weaknesses. Accordingly, MISO and
NYISO argue that Reliability Standard FAC-013-2 is unnecessary and
could lead to confusion with respect to the responsible entities'
obligations to preserve the reliability of the BES.\20\
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    \19\ Id. at 5.
    \20\ Id.
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    13. Finally, MISO and NYISO note that a calculation of transfer
capability that is set one to five years in the future (i.e., the Near-
Term Transmission Planning Horizon) does not provide any useful
information for the future reliable operation of the system, because
system conditions are likely to be significantly different than those
assumed for the required assessment.\21\
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    \21\ Id. at 6.
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    14. ERCOT initially notes its support for MISO and NYISO's position
that FAC-013-2 is unnecessary given its overlap with the requirements
of the TPL Reliability Standards.\22\ However, if Reliability Standard
FAC-013-2 is approved over MISO and NYISO's objections, ERCOT asks the
Commission to provide an exemption for the ERCOT region. ERCOT notes
that the revised Reliability Standard was developed in response to the
Commission's directive to apply the transfer capability methodology
requirements, as implemented in the MOD Reliability Standards, to the
planning horizon.\23\ ERCOT states that the Commission has already
found that the requirements of the MOD Reliability Standards governing
the calculation of ATC provide no reliability benefit in the ERCOT
region, essentially recognizing that ERCOT has no transmission market
(and instead manages congestion through re-dispatch of generation), and
that ERCOT has no interchange with neighboring regions. ERCOT argues
that the same rationale applies for Reliability Standard FAC-013-2 with
respect to the planning horizon, as ERCOT's reliability planning
analyses are performed using the same assumptions as are used for
operations.\24\
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    \22\ ERCOT Comments at 2.
    \23\ Id. at 3.
    \24\ Id. at 3-4 (noting that the Commission agreed with ERCOT's
position that applying the MOD Reliability Standards to ERCOT would
not provide any reliability benefits due to physical differences in
ERCOT's transmission system (citing Order No. 729, 129 FERC ] 61,155
at P 292-93, 296 and 298)).
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    15. ERCOT notes that the Texas Reliability Entity, Inc. (Texas RE)
\25\ supported ERCOT's position on the propriety of an ERCOT exemption
through comments submitted during NERC's Standards Development Process.
Texas RE provided the following rationale for the exemption: ``ERCOT
does not need to address transmission allocation issues either in the
operating horizon or in the planning horizon. To the extent that ERCOT
does planning studies to examine transfers, those studies are related
more to economic planning than to reliability.'' \26\ ERCOT further
argues that the Standards Drafting Team failed to draw a meaningful
distinction between the MOD requirements regarding calculation of
transfer capabilities in the operating horizon, which are not
applicable to ERCOT by virtue of a FERC-granted exemption, and FAC-013-
2's requirements related to assessment of transfer capabilities in the
planning horizon.\27\
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    \25\ Texas RE is the approved regional entity, as defined under
FPA section 215(e)(4), for the ERCOT region, with delegated
authority from NERC to develop, monitor, assess, and enforce
compliance with NERC Reliability Standards within that region.
    \26\ ERCOT Comments at 5 (quoting from Texas RE Comments
submitted to NERC in the Standards Development Process).
    \27\ Id. at 6.
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IV. Discussion

    16. Pursuant to Rule 214 of the Commission's Rules of Practice and
Procedure, 18 CFR 385.214, the timely joint motion to intervene filed
by MISO and NYISO serves to make them parties to this proceeding.
Pursuant to Rule 214(d) of the Commission's Rules of Practice and
Procedure, 18 CFR 385.214(d), the Commission will grant ERCOT's late-
filed motion to intervene, given its interest in the proceeding, the
early stage of the proceeding, and the absence of undue prejudice or
delay.

A. Reliability Standard FAC-013-2

    17. We approve Reliability Standard FAC-013-2 and find that the
standard is just, reasonable, not unduly discriminatory or
preferential, and in the public interest. We also approve the proposed
implementation plan for Reliability Standard FAC-013-2, which would
retire Reliability Standards FAC-012-1 and FAC-013-1 when FAC-013-2
becomes effective. We accept the addition of the terms ``Near-Term
Transmission Planning Horizon'' and ``Year One'' to the NERC Glossary.
Finally, we find that the proposed Reliability Standard satisfies our
outstanding directives in Order Nos. 693 and 729 regarding the non-
discriminatory assessment of transfer capability in the planning
horizon.\28\
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    \28\ See Background Section above describing the pending
Commission directives from Order No. 693 and Order No. 729.
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    18. Contrary to the arguments of MISO and NYISO, we find that
Reliability Standard FAC-013-2 provides a unique reliability benefit
beyond that conferred by the TPL Standards. Reliability Standard FAC-
013-2 is designed to ensure that planning coordinators perform annual
assessments to identify potential weaknesses and limiting facilities of
the bulk electric system. Such potential weaknesses and limitations
could ultimately affect reliable transfers of energy. Further, in
performing the required annual assessment, the

planning coordinator must consider both current approved and projected
transmission uses.\29\
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    \29\ See proposed Reliability Standard FAC-013-2 R.1.4.4.
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    19. By contrast, the TPL Reliability Standards set out specific
performance requirements for all transmission planners (as well as
planning authorities and coordinators), requiring among other things a
demonstration that each transmission planner's portion of the bulk
electric system is designed to maintain system stability and to stay
within thermal and voltage limits, while serving forecast customer
demand and all projected firm (non-recallable) reserved transmission
services.\30\ Thus, the TPL Reliability Standards do not require a
planning assessment that reflects all projected transmission uses but,
rather, an assessment that reflects only projected firm reserved
transmission uses. In other words, Reliability Standard FAC-013-2
differs from the TPL standards because the former focuses on
identifying potential weaknesses that could limit energy transfers
across a broader region and requires the planning coordinator to
consider any expected transmission uses, regardless of whether they
have been scheduled or otherwise reserved, and thereby allows for an
assessment that may be more accurate in the outer years of the planning
horizon.
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    \30\ See Reliability Standard TPL-001-0.1 R1.
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    20. As MISO and NYISO note, Reliability Standard FAC-013-2 does not
impose an obligation to develop a plan to address identified
limitations in transfer capability in the Near-Term Transmission
Planning Horizon. However, the lack of such an obligation does not
detract from the Reliability Standard's value as an informational tool
for the early identification of inter-regional or intra-regional
limitations on transfers. In Order No. 729, the Commission recognized
that the calculation of transfer capabilities in the planning horizon
(years one through five) may not be accurate enough to support long-
term scheduling of the transmission system.\31\ The Commission
nonetheless determined that such forecasts would be useful ``for long-
term planning, in general, by measuring sufficient long-term capacity
needed to ensure the reliable operation of the Bulk-Power System.''
\32\
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    \31\ Order No. 729, 129 FERC ] 61,155 at P 290.
    \32\ Id.
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    21. Consistent with its purpose as a planning tool with a regional
focus, rather than a mechanism for ensuring that individual systems are
planned to reliably meet projected load and known transmission uses,
Reliability Standard FAC-013-2 provides the planning coordinator
flexibility in determining what transfers to assess. Moreover, an
assessment conducted pursuant to FAC-013-2 may include transmission
uses that are expected but which are not yet scheduled or reserved
(e.g., expected interconnection of a large group of renewable
generators), and can be used as a regional coordination tool rather
than as a means of ensuring adequate planning for reliable system
performance. Accordingly, we find that Reliability Standard FAC-013-2
does confer reliability benefits beyond those provided by the TPL
Reliability Standards, and we are not persuaded by the arguments of
MISO and NYISO on this issue.
    22. We further find that Reliability Standard FAC-013-2 satisfies
certain outstanding directives from Order Nos. 693 and 729 which are
not satisfied by the TPL Reliability Standards. Reliability Standard
FAC-013-2 requires the planning coordinator to perform an annual
assessment of transfer capability for at least one year in the Near-
Term Transmission Planning Horizon, and to document that the
assumptions and criteria used to perform the assessment are consistent
with the planning coordinator's planning practices. By contrast, the
TPL Reliability Standards impose system performance requirements under
various conditions, and do not require a specific assessment of
transfer capabilities within a single system or across interconnected
transmission systems. While we agree that Reliability Standard FAC-013-
2 and the TPL Reliability Standards are designed primarily to encourage
adequate longer-term planning rather than to generate accurate measures
of ATC or total transfer capability (TTC), we believe that our
outstanding directives regarding the review of transfer capability
within the planning horizon are not satisfied by the TPL Reliability
Standards.

B. Violation Risk Factors and Violation Severity Levels

    23. We find that the violation risk factors (VRFs) assigned to
Requirements R2, R3, R5 and R6 are consistent with the Commission's
established guidelines and approve them as filed.\33\ However, we find
that NERC has not adequately justified its proposed ``lower'' VRF
designation for Requirements R1 and R4, and direct NERC to either
provide additional justification for these VRF designations or propose
a revised VRF designation that addresses our concerns.
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    \33\ See North American Electric Reliability Corp., 119 FERC ]
61,145, order on reh'g, 120 FERC ] 61,145, at P 8-13 (2007); North
American Electric Reliability Corp., 123 FERC ] 61,284, at P 20-35,
order on reh'g & compliance, 125 FERC ] 61,212 (2008); North
American Electric Reliability Corp., 135 FERC ] 61,166 (2011). Given
the significant change in the scope of FAC-013-2 as compared to the
original standards from which its requirements derive (FAC-012-1 and
FAC-013-2), a reduction in the assigned VRF levels appears to be
warranted for at least some of the requirements.
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    24. NERC states that Requirements R1 and R4 meet the definition of
a ``lower'' risk requirement because they are ``strictly administrative
in nature and are in the planning timeframe,'' and because ``it is not
anticipated that under emergency, abnormal or restorative conditions
violation of this requirement would affect the electric state or
capability of the BES.'' \34\
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    \34\ NERC Petition at 33-34. The approved NERC definition for a
``lower'' VRF designation is as follows:
    Lower Risk Requirement: Is administrative in nature and (a) is a
requirement that, if violated, would not be expected to affect the
electrical state or capability of the Bulk-Power System, or the
ability to effectively monitor and control the Bulk-Power System; or
(b) is a requirement in a planning time frame that, if violated,
would not, under the emergency, abnormal, or restorative conditions
anticipated by the preparations, be expected to affect the
electrical state or capability of the Bulk-Power System, or the
ability to effectively monitor, control, or restore the Bulk-Power
System.
    See North American Electric Reliability Corporation, 119 FERC ]
61,145, at P9, order on compliance, 121 FERC ] 61,179, at P 2 and
Appendix A (2007).
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    25. Requirement R4 does not appear to be ``administrative in
nature,'' in that it requires the planning coordinator to annually
conduct a simulation assessing transfer capability on its system during
at least one year in the near-term planning time frame. Requirement R4
requires an affirmative action by the applicable entity, and not merely
documentation of the results of the study.
    26. We have similar concerns with respect to R1, as it is a
substantive requirement to adopt and document a methodology for
assessing transfer capability that is consistent with the specific
criteria set out in sub-requirements R1.1.2-1.5. This requirement goes
further than mere documentation, and instead establishes the criteria
that must be incorporated into a compliant methodology.
    27. Finally, we approve the violation severity levels (VSLs) for
FAC-013-2 as proposed, with the exception of the VSL triggers for R1,
which appear to contain a typographical error. The VSL language for R1,
as filed by NERC, uses the same description for ``medium,'' ``high,''
and ``severe'' violations, as follows:

    The Planning Coordinator has a Transfer Capability methodology,
but failed to

incorporate one of [sub-requirements 1.1 through 1.5] of Requirement
R1 into that methodology.

    It appears that these triggers were intended to be progressive,
i.e., the failure to incorporate one component was intended to be a
medium level violation, as is currently stated in NERC's filed version
of FAC-013-2, but a high level violation should require a failure to
incorporate two components, and so on. Accordingly, we will direct NERC
to modify the VSL language for Requirement R1 to correct this apparent
error.
    28. For the reasons stated above, we direct NERC to submit a
compliance filing within 60 days of issuance of this order, that (1)
either proposes a ``medium'' VRF designation for Requirements R1 and
R4, or provides additional justification for a ``lower'' VRF level; and
(2) corrects the proposed VSL language for R1.

C. Applicability to ERCOT

    29. For the reasons discussed below, we are not persuaded by
ERCOT's arguments and, therefore, deny ERCOT's request for an
exemption. ERCOT points out that the Commission granted an exemption to
ERCOT regarding certain modeling, data and analysis, or MOD,
Reliability Standards and believes that the Commission should grant
ERCOT a similar exemption regarding compliance with FAC-013-2.
Reliability Standard FAC-013-2, however, is distinguishable from the
MOD Reliability Standards because the MOD Reliability Standards address
methodologies for calculating ATC and total transfer capability (TTC)
for the purpose of allocating transmission capacity. In Order No. 729,
the Commission agreed that the MOD Reliability Standards would not
provide any reliability benefit to ERCOT due to physical differences in
ERCOT's transmission system.\35\
---------------------------------------------------------------------------

    \35\ Order No. 729, 129 FERC ] 61,155, at P 292-93, 296 (noting,
inter alia, that ERCOT does not have a transmission market and
manages transmission congestion through redispatch of generation).
---------------------------------------------------------------------------

    30. In contrast to the MOD Reliability Standards, FAC-013-2 is not
designed primarily to ensure non-discriminatory allocation of
transmission capacity among transmission market participants, but is
instead a planning tool, with a particular focus on identifying
weaknesses or limitations in transfer capability between regions
(including constrained regions within a single market such as ERCOT).
We believe ERCOT, like other regions, will benefit from the assessment
of potential limitations in transfer capability in the planning horizon
over the Near-Term Transmission Planning Horizon that is required under
FAC-013-2.
    31. Moreover, ERCOT concedes that it currently has a planning
process in place that allows it to address ``prospective weaknesses and
limiting facilities that may arise under all probable prospective
operating conditions.'' \36\ That ERCOT already undertakes these kinds
of planning assessments leads to the conclusion that such assessments
are in fact useful to ERCOT. Incorporating an obligation to continue
performing such an assessment as part of a mandatory and enforceable
Reliability Standard, especially one that will provide for greater
levels of transparency as to how the assessments are done, will not
only provide a meaningful reliability benefit but also would presumably
impose little additional burden on ERCOT.
---------------------------------------------------------------------------

    \36\ ERCOT Comments at 7.
---------------------------------------------------------------------------

V. Information Collection Statement

    32. The Office of Management and Budget (OMB) regulations require
approval of certain information collection requirements imposed by
agency action.\37\ Upon approval of a collection(s) of information, OMB
will assign an OMB control number and an expiration date. Respondents
subject to the filing requirements of this Order will not be penalized
for failing to respond to these collections of information unless the
collections of information display a valid OMB control number.
---------------------------------------------------------------------------

    \37\ 5 CFR 1320.11.
---------------------------------------------------------------------------

    33. The Commission will submit these reporting and recordkeeping
requirements to OMB for its review and approval under section 3507(d)
of the Paperwork Reduction Act. Comments are solicited within 60 days
of the date this order is published in the Federal Register on the
Commission's need for this information, whether the information will
have practical utility, the accuracy of provided burden estimates, ways
to enhance the quality, utility, and clarity of the information to be
collected, and any suggested methods for minimizing the respondent's
burden, including the use of automated information techniques. Comments
should be submitted following the Commission's submission guidelines at
http://www.ferc.gov/help/submission-guide.asp and should reference
Docket No. RD11-3.
    34. Rather than creating entirely new obligations with respect to
the assessment of transfer capability for the near-term transmission
planning horizon, Reliability Standard FAC-013-2 upgrades the existing
planning requirements contained in FAC-013-1 and specifically requires
planning coordinators to have a methodology for and to perform an
annual assessment identifying potential future transmission system
weaknesses and limiting facilities that could impact the bulk electric
system's ability to reliably transfer energy in the near-term
transmission planning horizon. Thus, this Order does not impose
entirely new burdens on the affected entities. For example, FAC-013-1
requires each applicable entity to have a documented methodology for
assessing transfer capability and to share the results of that
assessment with specific entities. FAC-013-2 imposes relatively minimal
new requirements regarding the information that must be included in the
documented methodology, the frequency of the assessment and the number
of days allocated to make the assessment results available to other
entities.
    35. Burden Estimate: Our estimate below regarding the number of
respondents is based on the NERC compliance registry as of August 29,
2011. According to the registry, there are 80 planning authorities \38\
that will be involved in providing information. This Order will require
applicable entities to review their transfer capability methodologies
and document compliance with the Reliability Standard's requirements.
For those planning coordinators that do not already comply with the
Standard's requirement for having a documented methodology for
assessing transfer capability in the Near-Term Transmission Planning
Horizon, they will be required to update their methodology documents
and compliance protocols. In addition, planning coordinators must
ensure that the required assessment will be performed at least once per
calendar year.\39\ The estimated burden for the requirements in this
Order follow:
---------------------------------------------------------------------------

    \38\ The term ``planning coordinator'' is synonymous with the
term ``planning authority,'' in the NERC Glossary.
    \39\ While the document retention requirements are being
increased under the new Reliability Standard (from one to three
years), the usual and customary practice currently is to retain
documentation needed to demonstrate compliance for the period since
the last audit, which is on a three year schedule. In addition,
while planning coordinators must ensure that they perform an
appropriate transfer capability assessment at least once per year,
they are already required to establish transfer capabilities and
disseminate information about those capabilities. Thus, there should
be no increase in burden other than the one-time cost of (1) setting
up a procedure to ensure that the assessment will be performed at
least once per year, and (2) adjusting the methodology (if needed)
to comply with the more specific requirements set out in the new
Reliability Standard.

----------------------------------------------------------------------------------------------------------------
                                                                     Number of       Hours per
                 Data collection                     Number of     responses per  respondent per   Total annual
                                                    respondents     respondent       response          hours
----------------------------------------------------------------------------------------------------------------
                                                             (A)             (B)             (C)     (A x B x C)
----------------------------------------------------------------------------------------------------------------
Review and possible revision of methodology (one-        \40\ 20               1              80           1,600
 time)..........................................
Procedure to perform the Transfer Capability                  80               1              80           6,400
 Assessment annually (one-time).................
                                                 ---------------------------------------------------------------
    Total.......................................  ..............  ..............  ..............           8,000
----------------------------------------------------------------------------------------------------------------

---------------------------------------------------------------------------

    \40\ Requirement R1 applies to planning coordinators. We
estimate that 25 percent of all planning coordinators will have to
update their methodology documents.
---------------------------------------------------------------------------

    Information Collection Costs: The Commission seeks comments on the
costs to comply with these requirements and recordkeeping burden
associated with Reliability Standard FAC-013-2.
     Total Burden Hours for Collection: (Compliance/
Documentation) = 8,000 hours.
     Burden Hours Averaged Over Three Years \41\ = 2,667.
---------------------------------------------------------------------------

    \41\ While this is a one-time burden, information collections
tend to be on a three year approval cycle. Therefore, we are
averaging the one-time burden estimate over three years.
---------------------------------------------------------------------------

     Total One-Time Compliance Cost = 8,000 hours @ $120/hour =
$960,000.
     Total First Year Cost = $960,000.
     Title: Order Approving Reliability Standard.
     Action: Proposed Collection in FERC-725A.
     OMB Control No: 1902-0244.
     Respondents: Business or other for profit, and/or not for
profit institutions.
     Frequency of Responses: On occasion.
     Necessity of the Information: Reliability Standard FAC-
013-2 satisfies certain directives the Commission issued in Order No.
729 requiring applicable entities to specify the framework used for
calculating transfer capabilities in the Near-Term Transmission
Planning Horizon and to ensure that the framework is consistent with
the processes and criteria used for other operating and planning
purposes. It also requires some entities to update their Transfer
Capability methodology documents and procedures to perform assessments
annually.
    36. Interested persons may obtain information on the reporting
requirements by contacting: Federal Energy Regulatory Commission, 888
First Street NE., Washington, DC 20426 [Attention: Ellen Brown, Office
of the Executive Director, email<EMAIL_ADDRESS>Phone: (202)
502-8663, fax:<PHONE_NUMBER>].

VI. Effective Date

    37. This order will become effective January 23, 2012.
    The Commission orders:
    (A) Reliability Standard FAC-013-2 is hereby approved as just,
reasonable, not unduly discriminatory, and in the public interest.
    (B) NERC's addition of the terms ``Year One'' and ``Near-Term
Transmission Planning Horizon'' to the NERC Glossary is hereby
approved.
    (C) NERC's proposed implementation plan for Reliability Standard
FAC-013-2 is hereby approved, including the retirement of existing
Reliability Standards FAC-012-1 and FAC-013-1 upon the effective date
of Reliability Standard FAC-013-2.
    (D) The VRF levels and VSL levels proposed for FAC-013-2 are
approved with the exceptions discussed above, and NERC is directed to
submit a compliance filing within 60 days of this order addressing the
Commission's stated concerns with respect to the VRF levels of R1 and
R4 and the VSL language of R1.

    By the Commission. Commissioner Spitzer is not participating.
    Dated: Issued November 17, 2011.
Nathaniel J. Davis, Sr.,
Deputy Secretary.
[FR Doc. 2011-30116 Filed 11-21-11; 8:45 am]
BILLING CODE 6717-01-P


[Federal Register: December 9, 2008 (Volume 73, Number 237)]
[Proposed Rules]
[Page 74666-74673]
[DOCID:fr09de08-18]

=======================================================================
-----------------------------------------------------------------------

DEPARTMENT OF HOMELAND SECURITY

Federal Emergency Management Agency

44 CFR Part 67

[Docket No. FEMA-B-1022]

Proposed Flood Elevation Determinations

AGENCY: Federal Emergency Management Agency, DHS.

ACTION: Proposed rule.

-----------------------------------------------------------------------

SUMMARY: Comments are requested on the proposed Base (1 percent annual-
chance) Flood Elevations (BFEs) and proposed BFE modifications for the

communities listed in the table below. The purpose of this notice is to
seek general information and comment regarding the proposed regulatory
flood elevations for the reach described by the downstream and upstream
locations in the table below. The BFEs and modified BFEs are a part of
the floodplain management measures that the community is required
either to adopt or show evidence of having in effect in order to
qualify or remain qualified for participation in the National Flood
Insurance Program (NFIP). In addition, these elevations, once
finalized, will be used by insurance agents, and others to calculate
appropriate flood insurance premium rates for new buildings and the
contents in those buildings.

DATES: Comments are to be submitted on or before March 9, 2009.

ADDRESSES: The corresponding preliminary Flood Insurance Rate Map
(FIRM) for the proposed BFEs for each community are available for
inspection at the community's map repository. The respective addresses
are listed in the table below.
    You may submit comments, identified by Docket No. FEMA-B-1022, to
William R. Blanton, Jr., Chief, Engineering Management Branch,
Mitigation Directorate, Federal Emergency Management Agency, 500 C
Street, SW., Washington, DC 20472,<PHONE_NUMBER>, or (e-mail)
<EMAIL_ADDRESS>
FOR FURTHER INFORMATION CONTACT: William R. Blanton, Jr., Chief,
Engineering Management Branch, Mitigation Directorate, Federal
Emergency Management Agency, 500 C Street, SW., Washington, DC 20472,
(202) 646-3151 or (e-mail<EMAIL_ADDRESS>
SUPPLEMENTARY INFORMATION: The Federal Emergency Management Agency
(FEMA) proposes to make determinations of BFEs and modified BFEs for
each community listed below, in accordance with section 110 of the
Flood Disaster Protection Act of 1973, 42 U.S.C. 4104, and 44 CFR
67.4(a).
    These proposed BFEs and modified BFEs, together with the floodplain
management criteria required by 44 CFR 60.3, are the minimum that are
required. They should not be construed to mean that the community must
change any existing ordinances that are more stringent in their
floodplain management requirements. The community may at any time enact
stricter requirements of its own, or pursuant to policies established
by other Federal, State, or regional entities. These proposed
elevations are used to meet the floodplain management requirements of
the NFIP and are also used to calculate the appropriate flood insurance
premium rates for new buildings built after these elevations are made
final, and for the contents in these buildings.
    Comments on any aspect of the Flood Insurance Study and FIRM, other
than the proposed BFEs, will be considered. A letter acknowledging
receipt of any comments will not be sent.
    Administrative Procedure Act Statement. This matter is not a
rulemaking governed by the Administrative Procedure Act (APA), 5 U.S.C.
553. FEMA publishes flood elevation determinations for notice and
comment; however, they are governed by the Flood Disaster Protection
Act of 1973, 42 U.S.C. 4105, and the National Flood Insurance Act of
1968, 42 U.S.C. 4001 et seq., and do not fall under the APA.
    National Environmental Policy Act. This proposed rule is
categorically excluded from the requirements of 44 CFR part 10,
Environmental Consideration. An environmental impact assessment has not
been prepared.
    Regulatory Flexibility Act. As flood elevation determinations are
not within the scope of the Regulatory Flexibility Act, 5 U.S.C. 601-
612, a regulatory flexibility analysis is not required.
    Executive Order 12866, Regulatory Planning and Review. This
proposed rule is not a significant regulatory action under the criteria
of section 3(f) of Executive Order 12866, as amended.
    Executive Order 13132, Federalism. This proposed rule involves no
policies that have federalism implications under Executive Order 13132.
    Executive Order 12988, Civil Justice Reform. This proposed rule
meets the applicable standards of Executive Order 12988.

List of Subjects in 44 CFR Part 67

    Administrative practice and procedure, Flood insurance, Reporting
and recordkeeping requirements.

    Accordingly, 44 CFR part 67 is proposed to be amended as follows:

PART 67--[AMENDED]

    1. The authority citation for part 67 continues to read as follows:

    Authority: 42 U.S.C. 4001 et seq.; Reorganization Plan No. 3 of
1978, 3 CFR, 1978 Comp., p. 329; E.O. 12127, 44 FR 19367, 3 CFR,
1979 Comp., p. 376.

Sec.  67.4  [Amended]

    2. The tables published under the authority of Sec.  67.4 are
proposed to be amended as follows:

----------------------------------------------------------------------------------------------------------------
                                                                  * Elevation in feet
                                                                (NGVD)  + Elevation in
                                                                feet (NAVD)
         Flooding source(s)            Location of referenced     Depth in feet above      Communities affected
                                            elevation **                ground
                                                              --------------------------
                                                                Effective     Modified
----------------------------------------------------------------------------------------------------------------
                                Jefferson County, Alabama, and Incorporated Areas
----------------------------------------------------------------------------------------------------------------
Dry Creek...........................  At the confluence with          +720         +722  Unincorporated Areas of
                                       Fivemile Creek; 630                                Jefferson County.
                                       feet upstream of
                                       Navajo Trail NE.
                                      Just upstream of                None         +958
                                       Chalkville Mountain
                                       Road.
Griffin Brook.......................  800 feet upstream of            +634         +631  Unincorporated Areas of
                                       Lakeshore Drive.                                   Jefferson County.
                                      90 feet upstream of             None         +788
                                       Montgomery Highway.
Huckleberry Branch..................  200 feet downstream of          +516         +514  Unincorporated Areas of
                                       Tyler Rd.                                          Jefferson County.
                                      1,500 feet downstream           +824         +814
                                       Mountain Oaks Drive.
Little Shades Creek (Cahaba Basin)..  930 feet upstream of            +431         +432  Unincorporated Areas of
                                       Loch Haven Drive.                                  Jefferson County.
                                      At Pipe Line Road......         +625         +626
Little Shades Creek (Shades Creek)..  Just downstream of              +515         +514  Unincorporated Areas of
                                       Wenonah Oxmoor Rd.                                 Jefferson County.
                                      2.3 miles south of              +633         +632
                                       Alabama Highway 150.

Patton Creek........................  3,350 feet north of             +424         +423  Unincorporated Areas of
                                       Alabama Highway 150.                               Jefferson County.
                                      310 feet south of West          +534         +533
                                       Ridge Dr.
Pinchgut Creek......................  3,540 feet downstream           +690         +691  Unincorporated Areas of
                                       Watterson Pkwy.                                    Jefferson County.
                                      1.96 miles upstream of          +850         +846
                                       Gadsden Hwy.
Turkey Creek........................  0.7 miles downstream            +566         +565  Unincorporated Areas of
                                       Old Bradford Rd.                                   Jefferson County.
                                      950 feet upstream Eagle         +880         +885
                                       Ridge Drive.
Unnamed Creek 10....................  515 feet downstream of          +605         +607  Unincorporated Areas of
                                       Main St.                                           Jefferson County.
                                      90 feet downstream              +671         +667
                                       Houston Rd.
Unnamed Creek 11....................  Just upstream of Center         +627         +626  Unincorporated Areas of
                                       Point Rd.                                          Jefferson County.
                                      1,610 feet upstream of          +690         +692
                                       Green Crest Dr.
Unnamed Creek 9.....................  Just downstream of              +630         +631  Unincorporated Areas of
                                       Pinson Heights Rd.                                 Jefferson County.
                                      Just downstream of              +630         +631
                                       Alabama Highway 151.
Valley Creek........................  0.5 miles upstream of           None         +431  Unincorporated Areas of
                                       Power Plant Rd.                                    Jefferson County.
                                      0.5 miles downstream of         None         +440
                                       Power Plant Rd.
----------------------------------------------------------------------------------------------------------------
* National Geodetic Vertical Datum.
+ North American Vertical Datum.
 Depth in feet above ground.

** BFEs to be changed include the listed downstream and upstream BFEs, and include BFEs located on the stream
 reach between the referenced locations above. Please refer to the revised Flood Insurance Rate Map located at
 the community map repository (see below) for exact locations of all BFEs to be changed.

Send comments to William R. Blanton, Jr., Chief, Engineering Management Branch, Mitigation Directorate, Federal
 Emergency Management Agency, 500 C Street, SW., Washington, DC 20472.

                                                    ADDRESSES
                                    Unincorporated Areas of Jefferson County
Maps are available for inspection at 716 Richard Arrington, Jr. Blvd., N. Room 260, Birmingham, AL 35203.
----------------------------------------------------------------------------------------------------------------
                               Santa Cruz County, Arizona, and Incorporated Areas
----------------------------------------------------------------------------------------------------------------
Agua Fria Canyon....................  Approx. 340 feet               +3381        +3384  Unincorporated Areas of
                                       upstream from                                      Santa Cruz County.
                                       confluence with Santa
                                       Cruz River.
                                      Approx. 21,000 feet             None        +3700
                                       upstream from
                                       confluence with Teruno
                                       Canyon.
Al Harrison Wash....................  Approx. 290 feet               +3650        +3652  City of Nogales.
                                       upstream from
                                       confluence with
                                       Potrero Creek.
                                      Approx. 125 feet                None        +3684
                                       downstream of I-19.
Ephriam Canyon Wash.................  At the intersection            +3815        +3816  City of Nogales.
                                       with N Bejarano St.
                                      Approx. 130 feet                None        +4002
                                       upstream from SR-189.
Falls Wash..........................  Approx. 150 feet               +3802        +3806  City of Nogales.
                                       upstream from E Morley
                                       Ave.
                                      Approx. 225 feet               +3810        +3816
                                       upstream from SR-82.
Farosa Canyon.......................  Approx. 500 feet                None        +4846  Unincorporated Areas of
                                       downstream from                                    Santa Cruz County.
                                       Sycamore Lane.
                                      Approx. 110 feet                None        +4854
                                       upstream from Sycamore
                                       Lane.
Harshaw Creek.......................  Approx. 220 feet               +4075        +4076  Town of Patagonia.
                                       upstream from
                                       confluence with
                                       Sonoita Creek.
                                      Approx. 125 feet                None        +4116
                                       upstream from Harshaw
                                       Ave.
Josephine Canyon....................  Approx. 270 feet               +3281        +3284  Unincorporated Areas of
                                       upstream from                                      Santa Cruz County.
                                       confluence with Santa
                                       Cruz River.
                                      Approx. 9,465 feet             +3647        +3648
                                       upstream from
                                       confluence with
                                       Josephine Canyon
                                       Tributary 5.
Lyle Canyon.........................  Approx 3,000 feet North         None        +4798  Unincorporated Areas of
                                       along river from                                   Santa Cruz County.
                                       Hilltop Lane.
                                      Approx. 1,400 feet West         None        +4868
                                       along river from Point
                                       Pleasant Lane.
Nogales Wash........................  At confluence with             +3612        +3604  Unincorporated Areas of
                                       Potrero Creek.                                     Santa Cruz County.
                                      Nogales City Limits            +3612        +3656
                                       Northern Boundary.
Nogales Wash........................  Intersection of Nogales        +3656        +3656  City of Nogales.
                                       Wash and the Nogales
                                       City Limits Northern
                                       Boundary.
                                      At International Border        +3873        +3874
Peck Canyon.........................  Approx. 650 feet               +3343        +3344  Unincorporated Areas of
                                       upstream from                                      Santa Cruz County.
                                       confluence with Santa
                                       Cruz River.

                                      Approx. 1,675 feet              None        +3598
                                       upstream from
                                       confluence with
                                       Ramanote Canyon.
Potrero Creek.......................  Intersection of                +3743        +3744  Unincorporated Areas of
                                       Portrero Creek and the                             Santa Cruz County.
                                       Nogales City Limits
                                       Western Boundary.
                                      Approx. 9,850 feet              None        +3806
                                       upstream from W Meadow
                                       Hills Drive.
Potrero Creek.......................  Approx. 100 feet               +3465        +3466  City of Nogales.
                                       upstream from
                                       confluence with Santa
                                       Cruz River.
                                      Intersection of                +3743        +3744
                                       Portrero Creek and the
                                       Nogales City Limits
                                       Western Boundary.
Puerto Canyon Wash..................  Approx. 350 feet                None        +3166  Unincorporated Areas of
                                       downstream from                                    Santa Cruz County.
                                       Esplendito (road).
                                      Approx. 1,575 feet              None        +3298
                                       upstream from Puerto
                                       Canyon Road.
Redrock Canyon......................  Approx. 75 feet from           +4096        +4094  Town of Patagonia.
                                       confluence with
                                       Harshaw Creek.
                                      Approx. 110 feet                None        +4114
                                       upstream from Redrock
                                       Drive.
Santa Cruz River....................  Approx. 2,000 feet             +3042        +3040  Unincorporated Areas of
                                       upstream from                                      Santa Cruz County.
                                       confluence with Sopori
                                       Wash.
                                      Approx. 8,000 feet             +3730        +3732
                                       upstream from
                                       confluence with Maria
                                       Santisima del Carmen
                                       Wash.
Sonoita Creek.......................  At confluence with             +3431        +3430  Unincorporated Areas of
                                       Santa Cruz River.                                  Santa Cruz County.
                                      Approx. 4,440 feet             +3559        +3558
                                       downstream from De La
                                       Sonoita (road).
Sonoita Creek.......................  Approx. 1,100 feet             +4029        +4028  Town of Patagonia.
                                       upstream from Blue
                                       Haven Rd.
                                      Approx. 1,460 feet              None        +4130
                                       upstream from Cross
                                       Creed Rd.
Sonoita Tributary A.................  Approx. 50 feet                +4061        +4066  Town of Patagonia.
                                       upstream from N Second
                                       Ave.
                                      Approx. 380 feet               +4079        +4080
                                       upstream from E
                                       Pennsylvania Ave.
----------------------------------------------------------------------------------------------------------------
* National Geodetic Vertical Datum.
+ North American Vertical Datum.
 Depth in feet above ground.
[caret] Mean Sea Level, rounded to the nearest 0.1 meter.

** BFEs to be changed include the listed downstream and upstream BFEs, and include BFEs located on the stream
 reach between the referenced locations above. Please refer to the revised Flood Insurance Rate Map located at
 the community map repository (see below) for exact locations of all BFEs to be changed.

Send comments to William R. Blanton, Jr., Chief, Engineering Management Branch, Mitigation Directorate, Federal
 Emergency Management Agency, 500 C Street, SW., Washington, DC 20472.

                                                    ADDRESSES
City of Nogales
Maps are available for inspection at 2150 N. Congress Dr., No. 117, Nogales, AZ 85621.

Town of Patagonia
Maps are available for inspection at P.O. Box 767, 310 McKeown Ave, Patagonia, AZ 85624.

                                    Unincorporated Areas of Santa Cruz County
Maps are available for inspection at 2150 N. Congress Dr., No. 117, Nogales, AZ 85621.
----------------------------------------------------------------------------------------------------------------
                               Madison County, Mississippi, and Incorporated Areas
----------------------------------------------------------------------------------------------------------------
Bear Creek..........................  9,400 feet upstream of          +266         +266  Unincorporated Areas of
                                       Weiss Road.                                        Madison County.
                                      1,600 feet downstream           +297         +287
                                       of Reunion Parkway.
Beaver Creek........................  400 feet upstream of            +317         +316  City of Ridgeland.
                                       U.S. HWY 51.
                                      400 feet upstream of            +326         +323
                                       Planters Grove.
Brashear Creek......................  1,800 feet downstream           +332         +328  City of Madison,
                                       of Grandview Blvd.                                 Unincorporated Areas
                                                                                of Madison County.
                                      100 feet upstream of            +365         +350
                                       Highland Colony
                                       Parkway.
Panther Creek.......................  1,800 feet upstream of          +214         +214  Unincorporated Areas of
                                       Stokes Road.                                       Madison County.
                                      5,000 feet downstream           +235         +240
                                       of Catlett Road.
Purple Creek........................  2,000 feet downstream           +317         +314  City of Ridgeland.
                                       of U.S. HWY 51.
                                      1,500 feet downstream           +326         +332
                                       of Interstate 55.
Reunion Lake 1.............  Entire shoreline of             None         +331  Unincorporated Areas of
                                       Reunion Lake 1.
Reunion Lake 2.............  Entire shoreline of             None         +327  Unincorporated Areas of
                                       Reunion Lake 2.
School Creek........................  500 feet upstream of            +298         +298  City of Ridgeland.
                                       Old Canton Road.
                                      1,100 feet downstream           +313         +309
                                       of Lake Harbour Drive.
School Creek Tributary 1............  600 feet downstream of          None         +312  City of Ridgeland.
                                       Lake Harbour Drive.

                                      700 feet upstream of            None         +328
                                       Wendover Way.
School Creek Tributary 2............  750 feet downstream of          None         +325  City of Ridgeland.
                                       Camellia Lane.
                                      350 feet downstream of          None         +328
                                       Camellia Lane.
Stream 0............................  200 feet upstream of            +268         +270  Unincorporated Areas of
                                       Interstate 55.                                     Madison County.
                                      200 feet downstream of          +272         +272
                                       Gluckstadt Road.
Stream Q............................  1,800 feet upstream of          +273         +274  Unincorporated Areas of
                                       Interstate 55.                                     Madison County.
                                      800 feet upstream of            +299         +295
                                       Gluckstadt Road.
Stream R............................  4,500 feet downstream           +299         +299  Unincorporated Areas of
                                       of Dewees Road.                                    Madison County.
                                      1,100 feet downstream           +304         +304
                                       of Dewees Road.
White Oak Creek Tributary 1.........  250 feet upstream of            None         +360  City of Ridgeland.
                                       Oakhurst Trail.
                                      600 feet downstream of          None         +375
                                       Bridgewater Road.
----------------------------------------------------------------------------------------------------------------
* National Geodetic Vertical Datum.
+ North American Vertical Datum.
 Depth in feet above ground.
[caret] Mean Sea Level, rounded to the nearest 0.1 meter.

** BFEs to be changed include the listed downstream and upstream BFEs, and include BFEs located on the stream
 reach between the referenced locations above. Please refer to the revised Flood Insurance Rate Map located at
 the community map repository (see below) for exact locations of all BFEs to be changed.

Send comments to William R. Blanton, Jr., Chief, Engineering Management Branch, Mitigation Directorate, Federal
 Emergency Management Agency, 500 C Street, SW., Washington, DC 20472.

                                                    ADDRESSES
City of Madison
Maps are available for inspection at 525 Post Oak Road, Madison, MS 39110.

City of Ridgeland
Maps are available for inspection at 304 Highway 51, Ridgeland, MS 39157.

                                     Unincorporated Areas of Madison County
Maps are available for inspection at 146 West Center Street, Canton, MS 39046.
----------------------------------------------------------------------------------------------------------------
                               Valencia County, New Mexico, and Incorporated Areas
----------------------------------------------------------------------------------------------------------------
Rancho Cielo Arroyo 3...............  Intersection of the             None        +4876  Unincorporated Areas of
                                       Belen Highline Canal                               Valencia County.
                                       and the Rancho Cielo
                                       Arroyo 3.
                                      Approximately at the            None        +5018
                                       Belen Highline Canal
                                       to approximately 7,900
                                       feet upstream of
                                       Interstate 25.
Rancho Cielo Arroyo 3, Tributary      Confluence of Rancho            None        +4840  Unincorporated Areas of
 1.                           Cielo Arroyo 3 and                                 Valencia County.
                                       Rancho Cielo Arroyo 3,
                                       Tributary 1.
                                      From the confluence             None        +4987
                                       with Rancho Cielo
                                       Arroyo 3 to
                                       approximately 2,260
                                       feet upstream of the
                                       confluence with Rancho
                                       Cielo Arroyo 3.
Rancho Cielo Arroyo 5, Tributary      Confluence of Rancho            None        +4931  Unincorporated Areas of
 1.                           Cielo Arroyo 5 and                                 Valencia County.
                                       Rancho Cielo Arroyo 5,
                                       Tributary 1.
                                      From the confluence             None        +5056
                                       with Rancho Cielo
                                       Arroyo 5 to
                                       approximately 5,370
                                       feet upstream of the
                                       confluence with Rancho
                                       Cielo Arroyo 5.
Rancho Cielo Arroyo 6...............  Intersection of Belen           None        +4873  Unincorporated Areas of
                                       Highline Canal and                                 Valencia County.
                                       Rancho Cielo Arroyo 6.
                                      Approximately at the            None        +4873
                                       Belen Highline Canal
                                       to approximately
                                       31,900 feet upstream
                                       of Interstate 25.
Rancho Cielo Arroyo 8...............  Intersection of Rancho          None        +4880  Unincorporated Areas of
                                       Cielo Arroyo 8 and                                 Valencia County.
                                       Belen Highline Canal.
                                      From a point starting           None        +5274
                                       at the Belen Highline
                                       Canal to a point
                                       approximately 32,700
                                       feet upstream of
                                       Interstate 25.
Rancho Cielo Arroyo 9...............  Intersection of Rancho          None        +4877  Unincorporated Areas of
                                       Cielo Arroyo 9 and                                 Valencia County.
                                       Belen Highline Canal.
                                      Approximately at the            None        +5145
                                       Belen Highline Canal
                                       14,200 feet upstream
                                       of Interstate 25.
Rancho Cielo Arroyo 9, Tributary      Confluence of Rancho            None        +5018  Unincorporated Areas of
 1.                           Cielo Arroyo 9 and                                 Valencia County.
                                       Rancho Cielo Arroyo 9,
                                       Tributary 1.
                                      From the confluence             None        +5176
                                       with Rancho Cielo
                                       Arroyo 9 to
                                       approximately 6,150
                                       feet upstream of the
                                       confluence with Rancho
                                       Cielo Arroyo 9.
Rancho Cielo Arrroyo 5..............  Intersection of Rancho          None        +4870  Unincorporated Areas of
                                       Cielo Arroyo 5 and                                 Valencia County.
                                       Belen Highline Canal.

                                      Approximately at the            None        +5056
                                       Belen Highline Canal
                                       to approximately
                                       16,700 feet upstream
                                       of Interstate 25.
----------------------------------------------------------------------------------------------------------------
* National Geodetic Vertical Datum.
+ North American Vertical Datum.
 Depth in feet above ground.

** BFEs to be changed include the listed downstream and upstream BFEs, and include BFEs located on the stream
 reach between the referenced locations above. Please refer to the revised Flood Insurance Rate Map located at
 the community map repository (see below) for exact locations of all BFEs to be changed.

Send comments to William R. Blanton, Jr., Chief, Engineering Management Branch, Mitigation Directorate, Federal
 Emergency Management Agency, 500 C Street, SW., Washington, DC 20472.

                                                    ADDRESSES
                                     Unincorporated Areas of Valencia County
Maps are available for inspection at C/O Floodplain Administrator, 444 Los Luna Ave., Los Lunas, NM 87031.
----------------------------------------------------------------------------------------------------------------
                                  Clinton County, Ohio, and Incorporated Areas
----------------------------------------------------------------------------------------------------------------
Lytle Creek.........................  500 feet upstream of            None        +1007  City of Wilmington.
                                       Railroad.
                                      20 feet upstream of 4C          None        +1020
                                       Bicentennial Trail.
Lytle Creek.........................  1,700 feet downstream           None         +966  Unincorporated Areas of
                                       of Nelson Avenue.                                  Clinton County.
                                      1,000 feet downstream           None         +971
                                       of Nelson Avenue.
                                      20 feet upstream of 4C          None        +1020
                                       Bicentennial Trail.
                                      800 feet upstream of 4C         None        +1021
                                       Bicentennial Trail.
Mary's Fork.........................  Starting just upstream          None        +1043  Unincorporated Areas of
                                       of CSX Conrail.                                    Clinton County.
                                      Just downstream of              None        +1046
                                       Howard Street.
Stonelick Creek.....................  Approximately 1,600             None         +956  Unincorporated Areas of
                                       feet downstream of                                 Clinton County.
                                       State Highway 123.
                                      Approximately 1,200             None         +957
                                       feet downstream of
                                       State Highway 123.
Stonelick Creek.....................  Approximately 3,400             None         +971  Village of Blanchester.
                                       feet downstream of
                                       Westboro Road.
                                      Approximately 2,000             None         +974
                                       feet downstream of
                                       Westboro Road.
                                      Approximately 1,800             None         +974
                                       feet downstream of
                                       Westboro Road.
                                      Approximately 1,700             None         +975
                                       feet downstream of
                                       Westboro Road.
Wilson Creek........................  Approximately 1,800             None        +1036  Unincorporated Areas of
                                       feet downstream of                                 Clinton County.
                                       Polk Road.
                                      Approximately 1,200             None        +1039
                                       feet upstream of Polk
                                       Road.
----------------------------------------------------------------------------------------------------------------
* National Geodetic Vertical Datum.
+ North American Vertical Datum.
 Depth in feet above ground.

** BFEs to be changed include the listed downstream and upstream BFEs, and include BFEs located on the stream
 reach between the referenced locations above. Please refer to the revised Flood Insurance Rate Map located at
 the community map repository (see below) for exact locations of all BFEs to be changed.

Send comments to William R. Blanton, Jr., Chief, Engineering Management Branch, Mitigation Directorate, Federal
 Emergency Management Agency, 500 C Street, SW., Washington, DC 20472.

                                                    ADDRESSES
City of Wilmington
Maps are available for inspection at 69 N. South Street, Wilmington, OH 45177.

                                     Unincorporated Areas of Clinton County
Maps are available for inspection at 1326 Fife Avenue, Wilmington, OH 45177.

Village of Blanchester
Maps are available for inspection at 318 E. Main Street, Blanchester, OH 45107.
----------------------------------------------------------------------------------------------------------------
                                 Rogers County, Oklahoma, and Incorporated Areas
----------------------------------------------------------------------------------------------------------------
Elm Creek...........................  Approximately 797 feet          +634         +633  City of Owasso,
                                       upstream of the                                    Unincorporated Areas
                                       confluence of Elm                                  of Rogers County.
                                       Creek and Tributary F.
                                      Approximately 630 feet          +643         +647
                                       downstream of the
                                       confluence of Elm
                                       Creek and Tributary H.

Elm Creek...........................  Approximately 1,590             None         +623  Unincorporated Areas of
                                       feet downstream of the                             Rogers County, City of
                                       confluence of Pine                                 Owasso.
                                       Valley Tributary and
                                       Elm Creek.
                                      Approximately 1,920             None         +685
                                       feet upstream of
                                       confluence of Lake
                                       Valley Tributary and
                                       Elm Creek.
Pine Valley Tributary...............  Approximately 165 feet          None         +626  City of Owasso,
                                       upstream of the                                    Unincorporated Areas
                                       confluence of Elm                                  of Rogers County.
                                       Creek and Pine Valley
                                       Tributary.
                                      Approximately 355 feet          None         +645
                                       downstream of North
                                       153rd East Avenue.
Pine Valley Tributary...............  At the confluence of            None         +630  Unincorporated Areas of
                                       Elm Creek and Pine                                 Rogers County, City of
                                       Valley Tributary.                                  Owasso.
                                      Approximately 83 feet           None         +679
                                       upstream of East 96th
                                       Street North.
Tributary B.........................  At North 145 East               None         +630  Unincorporated Areas of
                                       Avenue and Tributary B.                            Rogers County.
                                      Approximately 2,750             None         +750
                                       feet downstream from
                                       North 193th East
                                       Avenue.
Tributary F.........................  At the confluence of            None         +632  Unincorporated Areas of
                                       Tributary F and Elm                                Rogers County.
                                       Creek.
                                      Approximately 133 feet          None         +667
                                       downstream of North
                                       161st East Avenue.
Tributary G.........................  At the confluence of            None         +648  Unincorporated Areas of
                                       Elm Creek and                                      Rogers County.
                                       Tributary G.
                                      Approximately 2,581             None         +686
                                       feet downstream of
                                       North 177th East
                                       Avenue.
Tributary G-1.......................  At the confluence of            None         +663  Unincorporated Areas of
                                       Tributary G and                                    Rogers County.
                                       Tributary G-1.
                                      Approximately 1,643             None         +688
                                       feet downstream of
                                       North 177th East
                                       Avenue.
Tributary H.........................  At the confluence of            None         +647  Unincorporated Areas of
                                       Tributary H and Elm                                Rogers County.
                                       Creek.
                                      Approximately 158 feet          None         +699
                                       upstream of East 116th
                                       Street North.
----------------------------------------------------------------------------------------------------------------
* National Geodetic Vertical Datum.
+ North American Vertical Datum.
 Depth in feet above ground.

** BFEs to be changed include the listed downstream and upstream BFEs, and include BFEs located on the stream
 reach between the referenced locations above. Please refer to the revised Flood Insurance Rate Map located at
 the community map repository (see below) for exact locations of all BFEs to be changed.

Send comments to William R. Blanton, Jr., Chief, Engineering Management Branch, Mitigation Directorate, Federal
 Emergency Management Agency, 500 C Street, SW., Washington, DC 20472.

                                                    ADDRESSES
City of Owasso
Maps are available for inspection at 301 W. 2nd Ave., Owasso, OK 74055.
                                      Unincorporated Areas of Rogers County
Maps are available for inspection at 219 South Missouri Street, Claremore, OK 74017.
----------------------------------------------------------------------------------------------------------------
                                Wagoner County, Oklahoma, and Incorporated Areas
----------------------------------------------------------------------------------------------------------------
Arkansas River......................  Approximately 6,809             None         +516  Unincorporated Areas of
                                       feet from U.S. 69 up                               Wagoner County.
                                       stream to limit of
                                       detailed study.
                                      Approximately 15,526            None         +523
                                       feet from U.S. 69 down
                                       stream to limit of
                                       detailed study.
Arkansas River (Corp of Engineers)..  Approximately 10,354            None         +551  Unincorporated Areas of
                                       feet from Highway 104                              Wagoner County.
                                       down stream to limit
                                       of detailed study.
                                      Limit of detailed study         None         +582
                                       at Tulsa County/
                                       Wagoner County Line.
East Coal Creek.....................  Approximately 386 feet          None         +561  City of Wagoner.
                                       up stream from River
                                       Park Avenue.
                                      Approximately 213 feet          None         +570
                                       upstream of Railroad
                                       Culvert.
----------------------------------------------------------------------------------------------------------------
* National Geodetic Vertical Datum.
+ North American Vertical Datum.
 Depth in feet above ground.

** BFEs to be changed include the listed downstream and upstream BFEs, and include BFEs located on the stream
 reach between the referenced locations above. Please refer to the revised Flood Insurance Rate Map located at
 the community map repository (see below) for exact locations of all BFEs to be changed.

Send comments to William R. Blanton, Jr., Chief, Engineering Management Branch, Mitigation Directorate, Federal
 Emergency Management Agency, 500 C Street, SW., Washington, DC 20472.

                                                    ADDRESSES
City of Wagoner
Maps are available for inspection at Office of County Commissioner, 306 E. Cherokee St., Wagoner, OK 74107.

                                     Unincorporated Areas of Wagoner County
Maps are available for inspection at Office of County Commissioner, 306 E. Cherokee St., Wagoner, OK 74107.
----------------------------------------------------------------------------------------------------------------
                                Marathon County, Wyoming, and Incorporated Areas
----------------------------------------------------------------------------------------------------------------
Bull Junior Creek...................  At the mouth of the            +1150        +1147  City of Mosinee.
                                       Wisconsin River.
                                      Approximately 450 feet         +1150        +1149
                                       downstream of Old U.S.
                                       Highway 51.
Eau Claire River....................  At Brooks and Ross Dam.        +1167        +1168  City of Schofield, City
                                                                                of Wausau.
                                      Approximately 1.1 miles        +1171        +1169
                                       upstream of Brooks and
                                       Ross Dam.
Wisconsin River.....................  Just upstream of the           +1150        +1147  Unincorporated Areas of
                                       Dam in the City of                                 Marathon County, City
                                       Mosinee.                                           of Mosinee, Village of
                                                                                Kronenwetter, Village
                                                                                of Rothschild.
                                      Just downstream of             +1160        +1159
                                       Rothschild Dam.
----------------------------------------------------------------------------------------------------------------
* National Geodetic Vertical Datum.
+ North American Vertical Datum.
 Depth in feet above ground.

** BFEs to be changed include the listed downstream and upstream BFEs, and include BFEs located on the stream
 reach between the referenced locations above. Please refer to the revised Flood Insurance Rate Map located at
 the community map repository (see below) for exact locations of all BFEs to be changed.

Send comments to William R. Blanton, Jr., Chief, Engineering Management Branch, Mitigation Directorate, Federal
 Emergency Management Agency, 500 C Street, SW., Washington, DC 20472.

                                                    ADDRESSES

City of Mosinee
Maps are available for inspection at City Hall, 225 Main Street, Mosinee, WI 54455.

City of Schofield
Maps are available for inspection at Public Works/Building Inspection Department, 200 Park Street, Schofield, WI
 54476.

 City of Wausau
Maps are available for inspection at Inspections Department, 407 Grant Street, Wausau, WI 54403.

                                     Unincorporated Areas of Marathon County
Maps are available for inspection at Conservation, Planning and Zoning Office, 210 River Drive, Wausau, WI
 54403.

Village of Kronenwetter
Maps are available for inspection at Village of Kronenwetter Municipal Center, 1582 Kronenwetter Drive,
 Kronenwetter, WI 54455.

Village of Rothschild
Maps are available for inspection at Village Hall, 211 Grand Avenue, Rothschild, WI 54470.
----------------------------------------------------------------------------------------------------------------

(Catalog of Federal Domestic Assistance No. 97.022, ``Flood
Insurance.'')

    Dated: November 26, 2008.
Michael K. Buckley,
Acting Assistant Administrator, Mitigation Directorate, Department of
Homeland Security, Federal Emergency Management Agency.
[FR Doc. E8-29068 Filed 12-8-08; 8:45 am]

BILLING CODE 9110-12-P