[Federal Register Volume 87, Number 113 (Monday, June 13, 2022)]
[Notices]
[Pages 35755-35756]
[FR Doc No: 2022-12673]

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DEPARTMENT OF ENERGY

Federal Energy Regulatory Commission

[Docket No. CP19-491-000]

National Fuel Gas Supply Corporation; Notice of Request for
Extension of Time

    Take notice that on June 2, 2022, National Fuel Gas Supply
Corporation (National Fuel) requested that the Federal Energy
Regulatory Commission (Commission) grant an extension of time, until
December 31, 2022, to abandon certain facilities authorized in the
Order Issuing Certificates and Authorizing Abandonment issued on July
17, 2020 (Certificate Order).\1\ The Certificate Order authorized
Transcontinental Gas Pipe Line Company, LLC's Leidy South Project in
Docket No. CP19-494-000 and National Fuel's FM100 Project in the
instant docket. The Commission's February 22, 2021 Notice to Proceed
with Construction granted National Fuel's request to commence
construction activities for the FM100 Project but did not grant
authority to commence abandonment activities. National Fuel states that
it has completed the pipeline construction activities and went into
service on December 1, 2021. National Fuel requested a notice to
proceed with abandonment activities on May 4, 2022, which was granted
by the Commission on May 9, 2022. Ordering Paragraph (E)(1) of the
Certificate Order required National Fuel to install and abandon its
facilities for the FM100 Project by July 17, 2022.
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    \1\ National Fuel Gas Supply Corporation, 172 FERC ] 61,039
(2020).
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    National Fuel states that abandonment consists of the following
activities: (a) abandonment of approximately 44.9 miles of Line FM100;
(b) abandonment of Station WHP-MS-4317X; and (c) abandonment of the
Costello Compressor Station. National Fuel avers that of the 44.9 miles
planned for abandonment, approximately 30.2 miles traverse Pennsylvania
Department of Conservation and Natural Resources (DCNR) owned land
including the Moshannon, Elk, and Susquehannock State Forests. National
Fuel asserts that it has worked diligently to complete the FM100
Project but in order to accommodate DCNR's construction timing
restrictions, National Fuel has delayed the start of abandonment
activities until June 2022 to minimize impacts to DCNR public-use
roadways and to avoid hunting seasons.

    National Fuel states that the extension of time is necessary to
enable it to safely complete the abandonment work on the FM100 Project.
National Fuel requests that the Commission issue any waivers that may
be necessary to grant the extension of time. National Fuel asserts that
the extension of time will not result in any additional environmental
impacts not already examined on the record. Accordingly, National Fuel
requests an extension of the July 17, 2022 deadline to complete
abandonment activities time until December 31, 2022.
    This notice establishes a 15-calendar day intervention and comment
period deadline. Any person wishing to comment on National Fuel's
request for an extension of time may do so. No reply comments or
answers will be considered. If you wish to obtain legal status by
becoming a party to the proceedings for this request, you should, on or
before the comment date stated below, file a motion to intervene in
accordance with the requirements of the Commission's Rules of Practice
and Procedure (18 CFR 385.214 or 385.211) and the Regulations under the
Natural Gas Act (18 CFR 157.10).
    As a matter of practice, the Commission itself generally acts on
requests for extensions of time to complete construction for Natural
Gas Act facilities when such requests are contested before order
issuance. For those extension requests that are contested,\2\ the
Commission will aim to issue an order acting on the request within 45
days.\3\ The Commission will address all arguments relating to whether
the applicant has demonstrated there is good cause to grant the
extension.\4\ The Commission will not consider arguments that re-
litigate the issuance of the certificate order, including whether the
Commission properly found the project to be in the public convenience
and necessity and whether the Commission's environmental analysis for
the certificate complied with the National Environmental Policy Act.\5\
At the time a pipeline requests an extension of time, orders on
certificates of public convenience and necessity are final and the
Commission will not re-litigate their issuance.\6\ The OEP Director, or
his or her designee, will act on all of those extension requests that
are uncontested.
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    \2\ Contested proceedings are those where an intervenor disputes
any material issue of the filing. 18 CFR 385.2201(c)(1) (2021).
    \3\ Algonquin Gas Transmission, LLC, 170 FERC ] 61,144, at P 40
(2020).
    \4\ Id. at P 40.
    \5\ Similarly, the Commission will not re-litigate the issuance
of an NGA section 3 authorization, including whether a proposed
project is not inconsistent with the public interest and whether the
Commission's environmental analysis for the permit order complied
with NEPA.
    \6\ Algonquin Gas Transmission, LLC, 170 FERC ] 61,144, at P 40
(2020).
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    In addition to publishing the full text of this document in the
Federal Register, The Commission provides all interested persons an
opportunity to view and/or print the contents of this document via the
internet through the Commission's Home Page (http://www.ferc.gov) using
the ``eLibrary'' link. Enter the docket number excluding the last three
digits in the docket number field to access the document. At this time,
the Commission has suspended access to Commission's Public Reference
Room, due to the proclamation declaring a National Emergency concerning
the Novel Coronavirus Disease (COVID-19), issued by the President on
March 13, 2020. For assistance, contact FERC at
[email protected] or call toll-free,<PHONE_NUMBER> or TYY,
(202) 502-8659.
    The Commission strongly encourages electronic filings of comments,
protests and interventions in lieu of paper using the ``eFiling'' link
at http://www.ferc.gov. Persons unable to file electronically should
submit an original and three copies of the protest or intervention to
the Federal Energy Regulatory Commission, 888 First Street NE,
Washington, DC 20426.
    Comment Date: 5:00 p.m. Eastern Time on: June 22, 2022.

    Dated: June 7, 2022.
Kimberly D. Bose,
Secretary.
[FR Doc. 2022-12673 Filed 6-10-22; 8:45 am]
BILLING CODE 6717-01-P


[Federal Register Volume 80, Number 119 (Monday, June 22, 2015)]
[Notices]
[Pages 35644-35646]
[FR Doc No: 2015-15230]

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DEPARTMENT OF ENERGY

Federal Energy Regulatory Commission

Combined Notice of Filings #1

    Take notice that the Commission received the following electric
rate filings:
    Docket Numbers: ER11-2489-005; ER12-726-004; ER12-2639-003; ER11-
3620-007; ER11-2882-008; ER10-2432-007; ER10-2435-007; ER10-2440-007;
ER10-2442-007; ER10-2444-007; ER10-2446-007; ER10-2449-007; ER12-1431-
005; ER12-1434-005; ER12-1432-005; ER12-1435-005; ER13-2102-003; ER12-
2510-004; ER12-2511-004; ER12-2512-004; ER12-2513-004; ER13-2308-002;
ER14-1439-002; ER14-1656-004; ER15-1019-001; ER10-2628-002 ; ER11-3959-
004.
    Applicants: Hatchet Ridge Wind, LLC, Spring Valley Wind LLC,
Ocotillo Express LLC, Lyonsdale Biomass, LLC, ReEnergy Sterling CT
Limited Partnership, Bayonne Plant Holding, L.L.C., Camden Plant
Holding, L.L.C., Dartmouth Power Associates Limited Partnership,
Elmwood Park Power, LLC, Newark Bay Cogeneration Partnership, L.P,
Pedricktown Cogeneration Company LP, York Generation Company LLC,
ReEnergy Ashland LLC, ReEnergy Fort Fairfield LLC, ReEnergy Livermore
Falls LLC, ReEnergy Stratton LLC, ReEnergy Black River LLC, Brandon
Shores LLC, C.P. Crane LLC, H.A. Wagner LLC, Raven Power Marketing LLC,
Sapphire Power Marketing LLC, TrailStone Power, LLC, CSOLAR IV West,
LLC, Fowler Ridge IV Wind Farm

LLC, Lost Creek Wind, LLC, Post Rock Wind Power Project, LLC.
    Description: Notification of Non-Material Change in Status of the
Riverstone MBR Entities.
    Filed Date: 6/15/15.
    Accession Number: 20150615-5351.
    Comments Due: 5 p.m. ET 7/6/15.

    Docket Numbers: ER13-120-006.
    Applicants: Cheyenne Light, Fuel and Power Company.
    Description: Compliance filing per 35: Order No. 1000 OATT Fourth
Regional Compliance Filing to be effective 1/1/2015.
    Filed Date: 6/15/15.
    Accession Number: 20150615-5252.
    Comments Due: 5 p.m. ET 7/6/15.

    Docket Numbers: ER13-75-009.
    Applicants: Public Service Company of Colorado.
    Description: Compliance filing per 35: 2015-6-15_PSCo Order 1000-
4th Reg Comp Filing to be effective 1/1/2015.
    Filed Date: 6/15/15.
    Accession Number: 20150615-5166.
    Comments Due: 5 p.m. ET 7/6/15.

    Docket Numbers: ER13-77-007.
    Applicants: Tucson Electric Power Company.
    Description: Compliance filing per 35: OATT Order No. 1000
Compliance Filing to be effective 1/1/2015.
    Filed Date: 6/15/15.
    Accession Number: 20150615-5180.
    Comments Due: 5 p.m. ET 7/6/15.

    Docket Numbers: ER13-78-007.
    Applicants: UNS Electric, Inc.
    Description: Compliance filing per 35: OATT Order No. 1000
Compliance Filing to be effective 1/1/2015.
    Filed Date: 6/15/15.
    Accession Number: 20150615-5187.
    Comments Due: 5 p.m. ET 7/6/15.

    Docket Numbers: ER13-79-007.
    Applicants: Public Service Company of New Mexico.
    Description: Compliance filing per 35: Order No. 1000 OATT Fourth
Regional Compliance Filing to be effective 1/1/2015.
    Filed Date: 6/15/15.
    Accession Number: 20150615-5087.
    Comments Due: 5 p.m. ET 7/6/15.

    Docket Numbers: ER13-82-007.
    Applicants: Arizona Public Service Company.
    Description: Compliance filing per 35: OATT Order No. 1000
Compliance Filing to be effective 1/1/2015.
    Filed Date: 6/15/15.
    Accession Number: 20150615-5200.
    Comments Due: 5 p.m. ET 7/6/15.

    Docket Numbers: ER13-836-004.
    Applicants: MATL LLP.
    Description: Compliance filing per 35: Order 1000 Compliance Filing
to be effective 6/16/2015.
    Filed Date: 6/15/15.
    Accession Number: 20150615-5248.
    Comments Due: 5 p.m. ET 7/6/15.

    Docket Numbers: ER13-91-006.
    Applicants: El Paso Electric Company.
    Description: Compliance filing per 35: OATT Order No. 1000
Compliance Filing to Comply with May 14, 2015 Order to be effective 1/
1/2015.
    Filed Date: 6/15/15.
    Accession Number: 20150615-5085.
    Comments Due: 5 p.m. ET 7/6/15.

    Docket Numbers: ER13-94-005.
    Applicants: Avista Corporation.
    Description: Compliance filing per 35: Avista Corp OATT Order 1000
Compliance Filing to be effective 6/16/2015.
    Filed Date: 6/15/15.
    Accession Number: 20150615-5239.
    Comments Due: 5 p.m. ET 7/6/15.

    Docket Numbers: ER13-96-006.
    Applicants: Black Hills Power, Inc.
    Description: Compliance filing per 35: Order No. 1000 OATT Fourth
Regional Compliance Filing to be effective 1/1/2015.
    Filed Date: 6/15/15.
    Accession Number: 20150615-5249.
    Comments Due: 5 p.m. ET 7/6/15.

    Docket Numbers: ER13-97-006.
    Applicants: Black Hills/Colorado Electric Utility Company, LP.
    Description: Compliance filing per 35: Order No. 1000 OATT Fourth
Regional Compliance Filing to be effective 1/1/2015.
    Filed Date: 6/15/15.
    Accession Number: 20150615-5251.
    Comments Due: 5 p.m. ET 7/6/15.

    Docket Numbers: ER13-99-005.
    Applicants: Puget Sound Energy, Inc.
    Description: Compliance filing per 35: OATT Order No. 1000
Compliance Filing to be effective 6/16/2015.
    Filed Date: 6/15/15.
    Accession Number: 20150615-5192.
    Comments Due: 5 p.m. ET 7/6/15.

    Docket Numbers: ER15-411-001.
    Applicants: Arizona Public Service Company.
    Description: Compliance filing per 35: Rate Schedule No. 274--
WestConnect Planning Participation Agreement to be effective 1/1/2015.
    Filed Date: 6/15/15.
    Accession Number: 20150615-5201.
    Comments Due: 5 p.m. ET 7/6/15.

    Docket Numbers: ER15-422-001.
    Applicants: Avista Corporation.
    Description: Compliance filing per 35: Avista Corp Order 1000 FERC
Rate Schedule No. CG2 Compliance Filing to be effective 6/16/2015.
    Filed Date: 6/15/15.
    Accession Number: 20150615-5247.
    Comments Due: 5 p.m. ET 7/6/15.

    Docket Numbers: ER15-428-002.
    Applicants: Nevada Power Company.
    Description: Compliance filing per 35: OATT Order No. 1000
Compliance Attachment K to be effective 1/1/2015.
    Filed Date: 6/15/15.
    Accession Number: 20150615-5207.
    Comments Due: 5 p.m. ET 7/6/15.

    Docket Numbers: ER15-429-001.
    Applicants: Puget Sound Energy, Inc.
    Description: Compliance filing per 35: Columbia Grid Functional
Agreement Second Amendment to be effective 6/16/2015.
    Filed Date: 6/15/15.
    Accession Number: 20150615-5170.
    Comments Due: 5 p.m. ET 7/6/15.

    Docket Numbers: ER15-1190-002.
    Applicants: Duke Energy Florida, Inc., Duke Energy Progress, Inc.,
Duke Energy Carolinas, LLC.
    Description: Compliance filing per 35: OATT Attachment C-1 DEP
Effective Date to be effective 6/10/2015.
    Filed Date: 6/15/15.
    Accession Number: 20150615-5263.
    Comments Due: 5 p.m. ET 7/6/15.

    Docket Numbers: ER15-1289-001.
    Applicants: Midcontinent Independent System Operator, Inc.
    Description: Compliance filing per 35: 2015-06-15_GRE RTO Adder
Compliance to be effective 5/16/2015.
    Filed Date: 6/15/15.
    Accession Number: 20150615-5122.
    Comments Due: 5 p.m. ET 7/6/15.

    Docket Numbers: ER15-1293-001.
    Applicants: Southwest Power Pool, Inc.
    Description: Tariff Amendment per 35.17(b): Revisions to Att AE
Sections 4.5.2 and 4.5.3 Deficiency Response in ER15-1293 to be
effective 5/15/2015.
    Filed Date: 6/15/15.
    Accession Number: 20150615-5246.
    Comments Due: 5 p.m. ET 7/6/15.

    Docket Numbers: ER15-1427-001.
    Applicants: Calpine New Jersey Generation, LLC.
    Description: Tariff Amendment per 35.17(b): Response to Deficiency
Letter to be effective 1/28/2015.
    Filed Date: 6/15/15.
    Accession Number: 20150615-5264.
    Comments Due: 5 p.m. ET 7/6/15.

    Docket Numbers: ER15-1916-000.
    Applicants: Tucson Electric Power Company.
    Description: Sec.  205(d) rate filing per 35.13(a)(2)(iii):
Concurrences to NPC Rate Schedules 95 and 96 to be effective 11/1/2014.
    Filed Date: 6/15/15.
    Accession Number: 20150615-5197.
    Comments Due: 5 p.m. ET 7/6/15.

    Docket Numbers: ER15-1917-000.

    Applicants: PJM Interconnection, L.L.C.
    Description: Sec.  205(d) rate filing per 35.13(a)(2)(iii): Service
Agreement No. 4173; Queue No. Z1-066 to be effective 5/14/2015.
    Filed Date: 6/15/15.
    Accession Number: 20150615-5253.
    Comments Due: 5 p.m. ET 7/6/15.

    Docket Numbers: ER15-1918-000.
    Applicants: Southwest Power Pool, Inc.
    Description: Sec.  205(d) rate filing per 35.13(a)(2)(iii):
Transmission Owner Selection Process Revisions to be effective 8/15/
2015.
    Filed Date: 6/15/15.
    Accession Number: 20150615-5259.
    Comments Due: 5 p.m. ET 7/6/15.

    Docket Numbers: ER15-1919-000.
    Applicants: California Independent System Operator Corporation.
    Description: Sec.  205(d) rate filing per 35.13(a)(2)(iii): 2015-
06-15 EIM Year One Enhancements--Phase 1 to be effective 9/15/2015.
    Filed Date: 6/15/15.
    Accession Number: 20150615-5261.
    Comments Due: 5 p.m. ET 7/6/15.

    Docket Numbers: ER15-1922-000.
    Applicants: Entergy Gulf States Louisiana, L.L.C., Entergy
Louisiana, LLC, Entergy New Orleans, Inc.
    Description: Request for Limited Waiver and Effective Date of
Entergy Services, Inc. on behalf of the participating Entergy Operating
Companies.
    Filed Date: 6/15/15.
    Accession Number: 20150615-5298.
    Comments Due: 5 p.m. ET 7/6/15.

    Docket Numbers: ER15-1923-000.
    Applicants: PJM Interconnection, L.L.C.
    Description: Notice of Cancellation of Interconnection Service
Agreement of PJM Interconnection, L.L.C.
    Filed Date: 6/15/15.
    Accession Number: 20150615-5345.
    Comments Due: 5 p.m. ET 7/6/15.

    The filings are accessible in the Commission's eLibrary system by
clicking on the links or querying the docket number.
    Any person desiring to intervene or protest in any of the above
proceedings must file in accordance with Rules 211 and 214 of the
Commission's Regulations (18 CFR 385.211 and Sec.  385.214) on or
before 5:00 p.m. Eastern time on the specified comment date. Protests
may be considered, but intervention is necessary to become a party to
the proceeding.
    eFiling is encouraged. More detailed information relating to filing
requirements, interventions, protests, service, and qualifying
facilities filings can be found at: http://www.ferc.gov/docs-filing/efiling/filing-req.pdf. For other information, call<PHONE_NUMBER>
(toll free). For TTY, call<PHONE_NUMBER>.

    Dated: June 16, 2015.
Kimberly D. Bose,
Secretary.
[FR Doc. 2015-15230 Filed 6-19-15; 8:45 am]
BILLING CODE 6717-01-P


[Federal Register Volume 83, Number 224 (Tuesday, November 20, 2018)]
[Rules and Regulations]
[Pages 58472-58473]
[FR Doc No: 2018-25170]

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DEPARTMENT OF TRANSPORTATION

Federal Aviation Administration

14 CFR Part 71

[Docket No. FAA-2018-0684; Airspace Docket No. 18-AGL-18]
RIN 2120-AA66

Amendment of Class E Airspace; Jacksonville, IL

AGENCY: Federal Aviation Administration (FAA), DOT.

ACTION: Final rule.

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SUMMARY: This action amends Class E airspace extending upward from 700
feet above the surface at Jacksonville Municipal Airport, Jacksonville,
IL. This action is the result of an airspace review caused by the
decommissioning of the Jacksonville VHF omnidirectional range (VOR)
navigation aid, which provided navigation information for the
instrument procedures at this airport, as part of the VOR Minimum
Operational Network (MON) Program. The geographic coordinates for the
airport are also updated to coincide with the FAA's aeronautic
database. This action is necessary for the safety and management of
instrument flight rules (IFR) operations at this airport.

DATES: Effective 0901 UTC, February 28, 2019. The Director of the
Federal Register approves this incorporation by reference action under
Title 1 Code of Federal Regulations part 51, subject to the annual
revision of FAA Order 7400.11 and publication of conforming amendments.

ADDRESSES: FAA Order 7400.11C, Airspace Designations and Reporting
Points, and subsequent amendments can be viewed online at http://www.faa.gov/air_traffic/publications/. For further information, you can
contact the Airspace Policy Group, Federal Aviation Administration, 800
Independence Avenue SW, Washington, DC 20591; telephone: (202) 267-
8783. The Order is also available for inspection at the National
Archives and Records Administration (NARA). For information on the
availability of FAA Order 7400.11C at NARA, call<PHONE_NUMBER>, or go
to https://www.archives.gov/federal-register/cfr/ibr-locations.html.
    FAA Order 7400.11, Airspace Designations and Reporting Points, is
published yearly and effective on September 15.

FOR FURTHER INFORMATION CONTACT: Jeffrey Claypool, Federal Aviation
Administration, Operations Support Group, Central Service Center, 10101
Hillwood Parkway, Fort Worth, TX 76177; telephone<PHONE_NUMBER>.

SUPPLEMENTARY INFORMATION:

Authority for This Rulemaking

    The FAA's authority to issue rules regarding aviation safety is
found in Title 49 of the United States Code. Subtitle I, Section 106
describes the authority of the FAA Administrator. Subtitle VII,
Aviation Programs, describes in more detail the scope of the agency's
authority. This rulemaking is promulgated under the authority described
in Subtitle VII, Part A, Subpart I, Section 40103. Under that section,
the FAA is charged with prescribing regulations to assign the use of
airspace necessary to ensure the safety of aircraft and the efficient
use of airspace. This regulation is within the scope of that authority
as it amends Class E airspace extending upward from 700 feet above the
surface at Jacksonville Municipal Airport, Jacksonville, IL, to support
IFR operations at this airport.

History

    The FAA published a notice of proposed rulemaking in the Federal
Register (83 FR 44251; August 30, 2018) for Docket No. FAA-2018-0684 to
amend Class E airspace extending upward from 700 feet above the surface
at Jacksonville Municipal Airport, Jacksonville, IL. Interested parties
were invited to participate in this rulemaking effort by submitting
written comments on the proposal to the FAA. No comments were received.
    Class E airspace designations are published in paragraph 6005 of
FAA Order 7400.11C, dated August 13, 2018, and effective September 15,
2018, which is incorporated by reference in 14 CFR 71.1. The Class E
airspace designations listed in this document will be published
subsequently in the Order.

Availability and Summary of Documents for Incorporation by Reference

    This document amends FAA Order 7400.11C, Airspace Designations and
Reporting Points, dated August 13, 2018, and effective September 15,
2018. FAA Order 7400.11C is publicly available as listed in the
ADDRESSES section of this document. FAA Order 7400.11C lists Class A,
B, C, D, and E airspace areas, air traffic service routes, and
reporting points.

The Rule

    This amendment to Title 14 Code of Federal Regulations (14 CFR)
part 71 amends the Class E airspace extending upward from 700 feet
above the surface to within a 6.5-mile radius (decreased from a 7-mile
radius) at Jacksonville Municipal Airport, Jacksonville, IL. The
geographic coordinates of the airport are also updated to coincide with
the FAA's aeronautic database.
    This action is result of an airspace review caused by the
decommissioning of the Jacksonville VOR, which provided navigation
information to the instrument procedures at this airport, as part of
the VOR MON Program.

Regulatory Notices and Analyses

    The FAA has determined that this regulation only involves an
established body of technical regulations for which frequent and
routine amendments are necessary to keep them operationally current, is
non-controversial and unlikely to result in adverse or negative
comments. It, therefore: (1) Is not a ``significant regulatory action''
under Executive Order 12866; (2) is not a ``significant rule'' under
DOT Regulatory Policies and Procedures (44 FR 11034; February 26,
1979); and (3) does not warrant preparation of a regulatory evaluation
as the anticipated impact is so minimal. Since this is a routine matter
that only affects air traffic procedures and air navigation, it is
certified that this rule, when promulgated, does not have a significant
economic impact on a substantial number of small entities under the
criteria of the Regulatory Flexibility Act.

Environmental Review

    The FAA has determined that this action qualifies for categorical
exclusion under the National Environmental Policy Act in accordance
with FAA Order 1050.1F, ``Environmental Impacts: Policies and
Procedures,'' paragraph 5-6.5.a. This airspace action is not expected
to cause any potentially significant environmental impacts, and no
extraordinary circumstances exist that warrant preparation of an
environmental assessment.

Lists of Subjects in 14 CFR Part 71

    Airspace, Incorporation by reference, Navigation (air).

Adoption of the Amendment

    In consideration of the foregoing, the Federal Aviation
Administration amends 14 CFR part 71 as follows:

PART 71--DESIGNATION OF CLASS A, B, C, D, AND E AIRSPACE AREAS; AIR
TRAFFIC SERVICE ROUTES; AND REPORTING POINTS

0
1. The authority citation for part 71 continues to read as follows:

    Authority: 49 U.S.C. 106(f), 106(g); 40103, 40113, 40120; E.O.
10854, 24 FR 9565, 3 CFR, 1959-1963 Comp., p. 389.

Sec.  71.1  [Amended]

0
2. The incorporation by reference in 14 CFR 71.1 of FAA Order 7400.11C,
Airspace Designations and Reporting Points, dated August 13, 2018, and
effective September 15, 2018, is amended as follows:

Paragraph 6005 Class E Airspace Areas Extending Upward From 700
Feet or More Above the Surface of the Earth.

* * * * *

AGL IL E5 Jacksonville, IL [Amended]

Jacksonville Municipal Airport, IL
    (Lat. 39[deg]46'29'' N, long. 90[deg]14'18'' W)

    That airspace extending upward from 700 feet above the surface
within a 6.5-mile radius of Jacksonville Municipal Airport.

    Issued in Fort Worth, Texas, on November 8, 2018.
Walter Tweedy,
Acting Manager, Operations Support Group, ATO Central Service Center.
[FR Doc. 2018-25170 Filed 11-19-18; 8:45 am]
BILLING CODE 4910-13-P


[Federal Register Volume 81, Number 140 (Thursday, July 21, 2016)]
[Proposed Rules]
[Page 47324]
[FR Doc No: 2016-17172]

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ENVIRONMENTAL PROTECTION AGENCY

40 CFR Part 52

[EPA-R09-OAR-2016-0241; FRL-9948-07-Region 9]

Approval of California Air Plan Revisions, El Dorado County Air
Quality Management District

AGENCY: Environmental Protection Agency (EPA).

ACTION: Proposed rule.

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SUMMARY: The Environmental Protection Agency (EPA) is proposing to
approve a revision to the El Dorado County Air Quality Management
District (EDCAQMD) portion of the California State Implementation Plan
(SIP) under the Clean Air Act (CAA or the Act). This revision describes
actions that EDCAQMD must take in the event of dangerously high ambient
ozone concentration levels.

DATES: Any comments on this proposal must arrive by August 22, 2016.

ADDRESSES: Submit your comments, identified by Docket ID No. EPA-R09-
OAR-2016-0241 at http://www.regulations.gov, or via email to
<EMAIL_ADDRESS>For comments submitted at Regulations.gov,
follow the online instructions for submitting comments. Once submitted,
comments cannot be edited or removed from Regulations.gov. For either
manner of submission, the EPA may publish any comment received to its
public docket. Do not submit electronically any information you
consider to be Confidential Business Information (CBI) or other
information whose disclosure is restricted by statute. Multimedia
submissions (audio, video, etc.) must be accompanied by a written
comment. The written comment is considered the official comment and
should include discussion of all points you wish to make. The EPA will
generally not consider comments or comment contents located outside of
the primary submission (i.e. on the Web, cloud, or other file sharing
system). For additional submission methods, please contact the person
identified in the FOR FURTHER INFORMATION CONTACT section. For the full
EPA public comment policy, information about CBI or multimedia
submissions, and general guidance on making effective comments, please
visit http://www2.epa.gov/dockets/commenting-epa-dockets.

FOR FURTHER INFORMATION CONTACT: Andrew Steckel, EPA Region IX, (415)
947 4115<EMAIL_ADDRESS>
SUPPLEMENTARY INFORMATION: Throughout this document, ``we,'' ``us'' and
``our'' refer to the EPA. In the Rules and Regulations section of this
Federal Register, we are approving the EDCAQMD Ozone Emergency Episode
Plan in a direct final action without prior proposal because we believe
this SIP revision is not controversial. If we receive adverse comments,
however, we will publish a timely withdrawal of the direct final rule
and address the comments in a subsequent action based on this proposed
rule.
    We do not plan to open a second comment period, so anyone
interested in commenting should do so at this time. If we do not
receive adverse comments, no further activity is planned. For further
information, please see the direct final action.

    Dated: June 13, 2016.
Alexis Strauss,
Acting Regional Administrator, Region IX.
[FR Doc. 2016-17172 Filed 7-20-16; 8:45 am]
BILLING CODE 6560-50-P


[Federal Register: June 9, 2010 (Volume 75, Number 110)]
[Proposed Rules]
[Page 32684-32692]
[DOCID:fr09jn10-18]

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

DEPARTMENT OF HOMELAND SECURITY

Federal Emergency Management Agency

44 CFR Part 67

[Docket ID FEMA-2010-0003; Internal Agency Docket No. FEMA-B-1098]

Proposed Flood Elevation Determinations

AGENCY: Federal Emergency Management Agency, DHS.

ACTION: Proposed rule.

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

SUMMARY: Comments are requested on the proposed Base (1% 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 to 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 September 7, 2010.

ADDRESSES: The corresponding preliminary Flood Insurance Rate Map
(FIRM) for the proposed BFEs for each community is 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-1098, to
Kevin C. Long, Acting 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: Kevin C. Long, Acting Chief,
Engineering Management Branch, Mitigation Directorate, Federal
Emergency Management Agency, 500 C Street, SW., Washington, DC 20472,
(202) 646-2820, 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
also are used to calculate the appropriate flood insurance premium
rates for new buildings built after these elevations are made final,
and for the contents in those 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.
    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)
                                                                  Depth in feet above
         Flooding source(s)            Location of referenced       ground  [caret]        Communities affected
                                             elevation            Elevation in meters
                                                                         (MSL)
                                                              --------------------------
                                                                Effective     Modified
----------------------------------------------------------------------------------------------------------------
                                  Woodbury County, Iowa, and Incorporated Areas
----------------------------------------------------------------------------------------------------------------
Little Sioux River..................  Approximately 1,850             None       +1,100  Unincorpor ated Areas
                                       feet downstream of the                             of Woodbury County.
                                       City of Anthon
                                       corporate limits.
                                      Approximately 1,900             None       +1,105
                                       feet upstream of the
                                       City of Anthon
                                       corporate limits.

Missouri River......................  Approximately 900 feet        +1,066       +1,064  City of Sioux City,
                                       upstream of the Monona                             Unincorpor ated Areas
                                       County boundary.                                   of Woodbury County,
                                                                                Winnebago Indian
                                                                                Tribe.
                                      Approximately 500 feet          None       +1,090
                                       downstream of the
                                       Dakota County boundary.
Perry Creek.........................  Approximately 150 feet        +1,111       +1,108  City of Sioux City.
                                       upstream of 6th Street.
                                      Approximately 225 feet        +1,145       +1,144
                                       upstream of Country
                                       Club Boulevard.
----------------------------------------------------------------------------------------------------------------
* 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 Kevin C. Long, Acting Chief, Engineering Management Branch, Mitigation Directorate, Federal
 Emergency Management Agency, 500 C Street, SW., Washington, DC 20472.

                                                    ADDRESSES

City of Sioux City
Maps are available for inspection at 405 6th Street, Sioux City, IA 51101.

                                    Unincorpor ated Areas of Woodbury County
Maps are available for inspection at 620 Douglas Street, 6th Floor, Sioux City, IA 51101.

Winnebago Indian Tribe
Maps are available for inspection at 100 Bluff Street, Winnebago, NE 68071.
----------------------------------------------------------------------------------------------------------------
                                Wyandotte County, Kansas, and Incorporated Areas
----------------------------------------------------------------------------------------------------------------
Marshall Creek......................  At the confluence with          None         +833  City of Kansas City.
                                       Wyandotte County Lake.
                                      Approximately 80 feet           None         +928
                                       downstream of North
                                       99th Street.
Marshall Creek Tributary............  At the confluence with          None         +842  City of Kansas City.
                                       Marshall Creek.
                                      Approximately 2,000             None         +916
                                       feet upstream of
                                       Parallel Avenue.
Missouri River......................  Approximately 3,500             +758         +756  City of Kansas City.
                                       feet downstream of the
                                       Fairfax Bridge.
                                      Just upstream of I-635.         +759         +758
                                      At the confluence with          +765         +764
                                       Connor Creek.
Spring Creek........................  Approximately 700 feet          +785         +787  City of Bonner Springs.
                                       upstream of 2nd Street.
                                      Just upstream of                +856         +857
                                       Lakewood Drive.
Wolf Creek..........................  Approximately 1,500             +778         +777  City of Bonner Springs.
                                       feet downstream of
                                       Woodend Road.
                                      Approximately 3,100             +792         +794
                                       feet upstream of Kump
                                       Avenue.
----------------------------------------------------------------------------------------------------------------
* 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 Kevin C. Long, Acting Chief, Engineering Management Branch, Mitigation Directorate, Federal
 Emergency Management Agency, 500 C Street, SW., Washington, DC 20472.

                                                    ADDRESSES

City of Bonner Springs
Maps are available for inspection at 205 East 2nd Street, Bonner Springs, KS 66012.

City of Kansas City
Maps are available for inspection at 701 North 7th Street, City Hall, Kansas City, KS 66101.
----------------------------------------------------------------------------------------------------------------
                                Grayson County, Kentucky, and Incorporated Areas
----------------------------------------------------------------------------------------------------------------
Ashcraft Branch (Backwater effects    From the confluence             None         +524  Unincorpor ated Areas
 from Rough River Lake).               with Rough River Lake                              of Grayson County.
                                       to approximately 1,525
                                       feet upstream of the
                                       confluence with Rough
                                       River Lake.

Big Run Branch (Backwater effects     From the confluence             None         +524  Unincorpor ated Areas
 from Rough River Lake).               with Rough River Lake                              of Grayson County.
                                       to approximately 1,805
                                       feet downstream of the
                                       confluence with Big
                                       Run Branch Tributary 7.
Browns Creek (Backwater effects from  From the confluence             None         +427  Unincorpor ated Areas
 Rough River).                         with the Rough River                               of Grayson County.
                                       to approximately 0.4
                                       mile downstream of
                                       Olaton Road.
Buck Creek (Backwater effects from    From the confluence             None         +467  Unincorpor ated Areas
 Caney Creek).                         with Caney Creek to                                of Grayson County.
                                       approximately 675 feet
                                       upstream of the
                                       confluence with Buck
                                       Creek.
Caney Fork..........................  At the confluence with          None         +427  City of Caneyville.
                                       North Fork.
                                      Approximately 875               None         +471  Unincorpor ated Areas
                                       downstream of North                                of Grayson County.
                                       Main Street.
Cave Creek (Backwater effects from    From the confluence             None         +524  Unincorpor ated Areas
 Rough River Lake).                    with Rough River Lake                              of Grayson County.
                                       to approximately 0.6
                                       mile upstream of the
                                       confluence with Cave
                                       Creek.
Conoloway Creek (Backwater effects    From the confluence             None         +560  Unincorpor ated Areas
 from Nolin Lake).                     with Nolin Lake to                                 of Grayson County.
                                       approximately 1,510
                                       feet upstream of
                                       Huffman Road.
Diamond Branch (Backwater effects     From the confluence             None         +439  Unincorpor ated Areas
 from Rough River).                    with the Rough River                               of Grayson County.
                                       to approximately 0.8
                                       mile upstream of the
                                       confluence with the
                                       Rough River.
Grindstone Fork (Backwater effects    From the confluence             None         +560  Unincorpor ated Areas
 from Nolin Lake).                     with Nolin Lake to                                 of Grayson County.
                                       approximately 1.6 mile
                                       upstream of the
                                       confluence with Nolin
                                       Lake.
Hunting Fork (Backwater effects from  From the confluence             None         +560  Unincorpor ated Areas
 Nolin Lake).                          with Nolin Lake to                                 of Grayson County.
                                       approximately 0.5 mile
                                       upstream of Iberia
                                       Road.
Jarrett Fork (Backwater effects from  From the confluence             None         +467  Unincorpor ated Areas
 Caney Creek).                         with Caney Creek to                                of Grayson County.
                                       approximately 895 feet
                                       downstream of Walnut
                                       Grove Road.
Laurel Branch (Backwater effects      From the confluence             None         +524  Unincorpor ated Areas
 from Rough River Lake).               with the Rough River                               of Grayson County.
                                       Lake to approximately
                                       370 feet upstream of
                                       Clifty Church Drive.
Little Clifty Creek (Backwater        From the confluence             None         +524  Unincorpor ated Areas
 effects from Rough River Lake).       with the Rough River                               of Grayson County.
                                       Lake to approximately
                                       1,220 feet upstream of
                                       the confluence with
                                       Little Clifty Creek
                                       Tributary 12.
Little Short Creek (Backwater         From the confluence             None         +438  Unincorpor ated Areas
 effects from Rough River).            with the Rough River                               of Grayson County.
                                       to approximately 200
                                       feet upstream of Lone
                                       Hill Road.
Long Spring Branch (Backwater         From the confluence             None         +430  Unincorpor ated Areas
 effects from Rough River).            with the Rough River                               of Grayson County.
                                       to approximately 0.6
                                       mile upstream of the
                                       confluence with the
                                       Rough River.
Mistaken Creek (Backwater effects     From the confluence             None         +433  Unincorpor ated Areas
 from Rough River).                    with the Rough River                               of Grayson County.
                                       to approximately 5.0
                                       miles upstream of
                                       Olaton Road.
Nolin Lake..........................  Entire shoreline.......         None         +560  Unincorpor ated Areas
                                                                                of Grayson County.
Nolin River (Backwater effects from   From the confluence             None         +560  Unincorpor ated Areas
 Nolin Lake).                          with Nolin Lake to                                 of Grayson County.
                                       approximately 0.7 mile
                                       upstream of the
                                       confluence with Nolin
                                       Lake.
North Fork..........................  Approximately 1,000             None         +472  City of Caneyville,
                                       feet upstream of the                               Unincorpor ated Areas
                                       confluence with South                              of Grayson County.
                                       Fork.
                                      Approximately at the            None         +472
                                       confluence with Caney
                                       Creek.
Person Branch (Backwater effects      From the confluence             None         +560  Unincorpor ated Areas
 from Nolin Lake).                     with Nolin Lake to                                 of Grayson County.
                                       approximately 1.2 mile
                                       upstream of the
                                       confluence with Nolin
                                       Lake.
Peter Cave Creek (Backwater effects   From the confluence             None         +524  Unincorpor ated Areas
 from Rough River Lake).               with Rough River Lake                              of Grayson County.
                                       to approximately 0.5
                                       mile upstream of the
                                       confluence with Rough
                                       River Lake.
Pleasant Run (Backwater effects from  From the confluence             None         +445  Unincorpor ated Areas
 Rough River).                         with the Rough River                               of Grayson County.
                                       to approximately 1.6
                                       mile upstream of the
                                       confluence with the
                                       Rough River.
Rock Creek (Backwater effects from    From the confluence             None         +560  Unincorpor ated Areas
 Nolin Lake).                          with Nolin Lake to                                 of Grayson County.
                                       approximately 500 feet
                                       upstream of Horntown
                                       Road.
Rock Creek Tributary 14 (Backwater    From the confluence             None         +560  Unincorpor ated Areas
 effects from Nolin Lake).             with Rock Creek to                                 of Grayson County.
                                       approximately 0.6 mile
                                       upstream of the
                                       confluence with Rock
                                       Creek.
Rock Creek Tributary 15 (Backwater    From the confluence             None         +560  Unincorpor ated Areas
 effects from Nolin Lake).             with Nolin Lake to                                 of Grayson County.
                                       just downstream of
                                       Left Fork of Rock
                                       Creek Road.
Rough River.........................  At the confluence with          None         +427  Unincorpor ated Areas
                                       Browns Creek.                                      of Grayson County.

                                      Just downstream of              None         +446
                                       Green Farms Road.
Rough River Lake....................  Entire shoreline.......         None         +524  Unincorpor ated Areas
                                                                                of Grayson County.
Short Creek (Backwater effects from   From the confluence             None         +438  Unincorpor ated Areas
 Spring Fork).                         with Spring Fork to                                of Grayson County.
                                       approximately 0.7 mile
                                       upstream of the
                                       confluence with Spring
                                       Fork.
South Barton Run (Backwater effects   From the confluence             None         +560  Unincorpor ated Areas
 from Nolin Lake).                     with Nolin Lake to                                 of Grayson County.
                                       approximately 1.0 mile
                                       upstream of the
                                       confluence with Nolin
                                       Lake.
South Fork (Backwater effects from    From the confluence             None         +472  Unincorpor ated Areas
 North Fork).                          with North Fork to                                 of Grayson County,
                                       approximately 925 feet                             City of Caneyville.
                                       upstream of the
                                       confluence with North
                                       Fork.
Spring Fork (Backwater effects from   From the confluence             None         +438  Unincorpor ated Areas
 Rough River).                         with the Rough River                               of Grayson County.
                                       to just upstream of
                                       Owensboro Road.
Stones Hollow (Backwater effects      From the confluence             None         +524  Unincorpor ated Areas
 from Rough River Lake).               with Rough River Lake                              of Grayson County.
                                       to approximately 0.4
                                       mile upstream of the
                                       confluence with Rough
                                       River Lake.
Walter Creek (Backwater effects from  From the confluence             None         +524  Unincorpor ated Areas
 Rough River Lake).                    with the Rough River                               of Grayson County.
                                       Lake to approximately
                                       1,010 feet downstream
                                       of Duff Road.
West Cane Run (Backwater effects      From the confluence             None         +466  Unincorpor ated Areas
 from Caney Creek).                    with Caney Creek to                                of Grayson County.
                                       approximately 1,900
                                       feet upstream of the
                                       confluence with Caney
                                       Creek.
Wildcat Hollow (Backwater effects     From the confluence             None         +524  Unincorpor ated Areas
 from Rough River Lake).               with Rough River Lake                              of Grayson County.
                                       to approximately 1,680
                                       feet upstream of the
                                       confluence with Rough
                                       River Lake.
----------------------------------------------------------------------------------------------------------------
* 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 Kevin C. Long, Acting Chief, Engineering Management Branch, Mitigation Directorate, Federal
 Emergency Management Agency, 500 C Street, SW., Washington, DC 20472.

                                                    ADDRESSES

City of Caneyville
Maps are available for inspection at City Hall, 104 North Main Street, Caneyville, KY 42721.

                                     Unincorpor ated Areas of Grayson County
Maps are available for inspection at the Grayson County Judicial Building, Leitchfield, KY 42754.
----------------------------------------------------------------------------------------------------------------
                               Baltimore County, Maryland, and Incorporated Areas
----------------------------------------------------------------------------------------------------------------
Gwynns Falls........................  Just downstream of the          +440         +441  Unincorpor ated Areas
                                       confluence with Red                                of Baltimore County.
                                       Run.
                                      Approximately 1,300             +444         +446
                                       feet downstream of
                                       Painters Mill Road.
Roland Run..........................  Approximately 1,166             +260         +261  Unincorpor ated Areas
                                       feet upstream of Joppa                             of Baltimore County.
                                       Road.
                                      Approximately 810 feet          +261         +262
                                       downstream of Essex
                                       Farm 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 Kevin C. Long, Acting Chief, Engineering Management Branch, Mitigation Directorate, Federal
 Emergency Management Agency, 500 C Street, SW., Washington, DC 20472.

                                                    ADDRESSES

                                    Unincorpor ated Areas of Baltimore County
Maps are available for inspection at the Baltimore County Office Building, 111 West Chesapeake Avenue, Suite
 307, Towson, MD 21204.
----------------------------------------------------------------------------------------------------------------

                              Marshall County, Mississippi, and Incorporated Areas
----------------------------------------------------------------------------------------------------------------
Byhalia Creek.......................  Approximately 200 feet          None         +332  Town of Byhalia.
                                       downstream of the U.S.
                                       Route 178 Bridge.
                                      Approximately 900 feet          None         +334
                                       upstream of the
                                       Railroad Bridge.
----------------------------------------------------------------------------------------------------------------
* 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 Kevin C. Long, Acting Chief, Engineering Management Branch, Mitigation Directorate, Federal
 Emergency Management Agency, 500 C Street, SW., Washington, DC 20472.

                                                    ADDRESSES

Town of Byhalia
Maps are available for inspection at 161 Highway 309 South, Byhalia, MS 38611.
----------------------------------------------------------------------------------------------------------------
                               Simpson County, Mississippi, and Incorporated Areas
----------------------------------------------------------------------------------------------------------------
Pearl River.........................  Approximately 1.2 mile          None         +229  Unincorpor ated Areas
                                       downstream of the U.S.                             of Simpson County.
                                       Route 28 Bridge.
                                      Approximately 1.0 mile          None         +233
                                       upstream of the U.S.
                                       Route 28 Bridge.
----------------------------------------------------------------------------------------------------------------
* 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 Kevin C. Long, Acting Chief, Engineering Management Branch, Mitigation Directorate, Federal
 Emergency Management Agency, 500 C Street, SW., Washington, DC 20472.

                                                    ADDRESSES

                                     Unincorpor ated Areas of Simpson County
Maps are available for inspection at 100 Court Street, Room 2, Mendenhall, MS 39114.
----------------------------------------------------------------------------------------------------------------
                                  Warren County, New Jersey (All Jurisdictions)
----------------------------------------------------------------------------------------------------------------
Buckhorn Creek......................  At the confluence with          +224         +226  Township of Harmony.
                                       the Delaware River.
                                      Approximately 850 feet          +225         +226
                                       upstream of the
                                       Hutchinson Station
                                       Road Bridge.
Delaware River......................  Approximately 150 feet          +160         +161  Town of Belvidere, Town
                                       upstream of the                                    of Phillipsburg,
                                       Riegelsville Bridge.                               Township of Hardwick,
                                                                                Township of Harmony,
                                                                                Township of Knowlton,
                                                                                Township of Lopatcong,
                                                                                Township of Pohatcong,
                                                                                Township of White.
                                      At the Sussex County            None         +352
                                       boundary.
Lopatcong Creek.....................  At the confluence with          +188         +186  Town of Phillipsburg.
                                       the Delaware River.
                                      Approximately 450 feet          +188         +186
                                       upstream of Waste
                                       Water Treatment
                                       Facility Driveway.
Pequest River.......................  At the confluence with          +254         +256  Town of Belvidere.
                                       the Delaware River.
                                      Approximately 100 feet          +280         +284
                                       downstream of the
                                       Orchard Street Bridge.
----------------------------------------------------------------------------------------------------------------
* 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 Kevin C. Long, Acting Chief, Engineering Management Branch, Mitigation Directorate, Federal
 Emergency Management Agency, 500 C Street, SW., Washington, DC 20472.

                                                    ADDRESSES

Town of Belvidere
Maps are available for inspection at 691 Water Street, Belvidere Town Municipal Building, Belvidere, NJ 07823.

Town of Phillipsburg
Maps are available for inspection at 675 Corliss Avenue, Phillipsburg Town Municipal Building, Phillipsburg, NJ
 08865.

Township of Hardwick
Maps are available for inspection at 40 Spring Valley Road, Hardwick Township Municipal Building, Hardwick, NJ
 07825.

Township of Harmony
Maps are available for inspection at 3003 Belvidere Road, Harmony Township Municipal Building, Phillipsburg, NJ
 08865.

Township of Knowlton
Maps are available for inspection at 628 Route 94, Knowlton Township Municipal Building, Columbia, NJ 07832.

Township of Lopatcong
Maps are available for inspection at 232 South 3rd Street, Lopatcong Township Municipal Building, Phillipsburg,
 NJ 08865.

Township of Pohatcong
Maps are available for inspection at 50 Municipal Drive, Pohatcong Township Municipal Building, Phillipsburg, NJ
 08865.

Township of White
Maps are available for inspection at 555 County Road 519, White Township Municipal Building, Belvidere, NJ
 07823.
----------------------------------------------------------------------------------------------------------------
                                   Otsego County, New York (All Jurisdictions)
----------------------------------------------------------------------------------------------------------------
Charlotte Creek.....................  At the confluence with        +1,101       +1,102  Town of Oneonta.
                                       the Susquehanna River.
                                      Approximately 1,000           +1,101       +1,102
                                       feet upstream of the
                                       confluence with the
                                       Susquehanna River.
Glenwood Creek......................  At the confluence with        +1,082       +1,085  City of Oneonta, Town
                                       the Susquehanna River.                             of Oneonta.
                                      Approximately 40 feet         +1,084       +1,085
                                       downstream of I-88.
Mill Race...........................  At the confluence with        +1,079       +1,078  City of Oneonta.
                                       the Susquehanna River.
                                      Approximately 450 feet        +1,079       +1,078
                                       upstream of River
                                       Street.
Otsdawa Creek.......................  At the confluence with        +1,055       +1,056  Town of Otego, Village
                                       the Susquehanna River.                             of Otego.
                                      Approximately 870 feet        +1,055       +1,056
                                       upstream of Main
                                       Street.
Otsego Lake.........................  Entire shoreline.......         None       +1,193  Town of Middlefield,
                                                                                Town of Otsego, Town
                                                                                of Springfield.
Susquehanna River...................  Approximately 1,325             +985         +987  Town of Milford, City
                                       feet downstream of                                 of Oneonta, Town of
                                       State Highway 8.                                   Oneonta, Town of
                                                                                Otego, Town of
                                                                                Unadilla, Village of
                                                                                Otego, Village of
                                                                                Unadilla.
                                      Approximately 3,840             None       +1,123
                                       feet upstream of State
                                       Highway 28.
Unadilla River......................  At the confluence with          +985         +987  Town of Butternuts,
                                       the Susquehanna River.                             Town of Morris, Town
                                                                                of Pittsfield, Town of
                                                                                Unadilla, Village of
                                                                                Unadilla.
                                      Approximately 1.7 mile          None       +1,101
                                       upstream of State
                                       Highway 80.
----------------------------------------------------------------------------------------------------------------
* 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 Kevin C. Long, Acting Chief, Engineering Management Branch, Mitigation Directorate, Federal
 Emergency Management Agency, 500 C Street, SW., Washington, DC 20472.

                                                    ADDRESSES

City of Oneonta
Maps are available for inspection at 258 Main Street, Oneonta City Hall, Oneonta, NY 13820.

Town of Butternuts
Maps are available for inspection at 3 Vale Street, Butternuts Town Hall, Gilbertsville, NY 13776.

Town of Middlefield
Maps are available for inspection at 2209 County Highway 33, Middlefield Town Hall, Cooperstown, NY 13326.

Town of Milford
Maps are available for inspection at 2859 State Route 28, Milford Town Hall, Milford, NY 13834.

Town of Morris
Maps are available for inspection at 93 Main Street, Morris Town Hall, Morris, NY 13808.

Town of Oneonta
Maps are available for inspection at 3966 State Highway 12, Oneonta Town Hall, West Oneonta, NY 13861.

Town of Otego
Maps are available for inspection at 3526 State Highway 7, Otego Town Hall, Otego, NY 13825.

Town of Otsego
Maps are available for inspection at 811 County Highway 26, Otsego Town Hall, Fly Creek, NY 13337.

Town of Pittsfield
Maps are available for inspection at 366 State Highway 80, Pittsfield Town Hall, New Berlin, NY 13411.

Town of Springfield
Maps are available for inspection at 8104 State Highway 80, Springfield Town Hall, Springfield Center, NY 13468.

Town of Unadilla
Maps are available for inspection at 1648 State Highway 7, Unadilla Town Hall, Unadilla, NY 13849.

Village of Otego
Maps are available for inspection at 4 River Street, Otego Village Hall, Otego, NY 13825.

Village of Unadilla
Maps are available for inspection at 193 Main Street, Unadilla Village Hall, Unadilla, NY 13849.
----------------------------------------------------------------------------------------------------------------
                                   Stark County, Ohio, and Incorporated Areas
----------------------------------------------------------------------------------------------------------------
Broad-Monter Creek..................  At the upstream side of         None       +1,110  Unincorpor ated Areas
                                       Ravenna Avenue.                                    of Stark County.
                                      Approximately 650 feet          None       +1,110
                                       upstream of Ravenna
                                       Avenue.
                                      Approximately 320 feet          None       +1,157
                                       downstream of Meese
                                       Road.
                                      At the downstream side          None       +1,161
                                       of Meese Road.
Chatham Ditch.......................  Approximately 900 feet          None       +1,100  City of North Canton.
                                       upstream of 7th Street.
                                      Approximately 950 feet          None       +1,121
                                       downstream of Holl
                                       Road.
Clays Ditch.........................  Approximately 1,300             None       +1,031  Unincorpor ated Areas
                                       feet upstream of                                   of Stark County.
                                       Roanoke Street.
                                      Approximately 220 feet          None       +1,039
                                       upstream of Knight
                                       Street.
East Branch Nimishillen Creek.......  Approximately 140 feet        +1,082       +1,081  City of Louisville,
                                       downstream of Beck                                 Unincorpor ated Areas
                                       Avenue.                                            of Stark County.
                                      At the downstream side        +1,110       +1,109
                                       of Nickel Plate Avenue.
East Branch Nimishillen Creek         Approximately 650 feet        +1,054       +1,050  City of Canton.
 (Backwater effects).                  upstream of the
                                       confluence with East
                                       Branch Nimishillen
                                       Creek and East Branch
                                       Nimishillen Creek
                                       Diversion.
                                      Approximately 1,350           +1,054       +1,050
                                       feet upstream of the
                                       confluence with East
                                       Branch Nimishillen
                                       Creek and East Branch
                                       Nimishillen Creek
                                       Diversion.
Mahoning River......................  Approximately 1,400             None       +1,032  City of Alliance,
                                       feet downstream of                                 Unincorpor ated Areas
                                       Union Avenue.                                      of Stark County.
                                      Approximately 0.86 mile         None       +1,046
                                       upstream of Webb
                                       Avenue.
Mahoning River Overflow.............  At the confluence with          None       +1,045  City of Alliance,
                                       the Mahoning River.                                Unincorpor ated Areas
                                                                                of Stark County.
                                      At the divergence from          None       +1,046
                                       the Mahoning River.
McDowell Ditch......................  Approximately 140 feet        +1,046       +1,045  City of Canton, City of
                                       upstream of Guilford                               North Canton,
                                       Avenue.                                            Unincorpor ated Areas
                                                                                of Stark County.
                                      At the confluence with        +1,061       +1,062
                                       Zimber Ditch.
McDowell Ditch Overflow 1 (formerly   At the downstream side        +1,052       +1,051  Unincorpor ated Areas
 McDowell Ditch Diversion Channel).    of I-77.                                           of Stark County.
                                      At the upstream side of       +1,054       +1,053
                                       I-77.

McDowell Ditch Overflow 2...........  At the confluence with          None       +1,054  City of Canton,
                                       McDowell Ditch                                     Unincorpor ated Areas
                                       Overflow 1.                                        of Stark County.
                                      At the divergence from          None       +1,055
                                       McDowell Ditch.
Metzger Ditch.......................  Approximately 160 feet          None       +1,107  Unincorpor ated Areas
                                       downstream of Cain                                 of Stark County.
                                       Street (Summit County
                                       boundary).
                                      Approximately 1.18 mile         None       +1,124
                                       upstream of Lake
                                       Center Street.
Middle Tributary....................  At the confluence with          None       +1,108  City of Louisville.
                                       North Chapel Creek.
                                      At the downstream side          None       +1,148
                                       of Atlantic Boulevard
                                       (U.S. Route 62).
North Chapel Creek..................  At the upstream side of       +1,106       +1,105  City of Louisville,
                                       Frana Clara Street.                                Unincorpor ated Areas
                                                                                of Stark County.
                                      At the downstream side          None       +1,144
                                       of Atlantic Boulevard
                                       (U.S. Route 62).
Plum Creek..........................  Approximately 0.82 mile         +946         +947  City of Canal Fulton,
                                       downstream of                                      Unincorpor ated Areas
                                       Manchester Avenue                                  of Stark County.
                                       (State Route 93).
                                      At the downstream side        +1,014       +1,012
                                       of Akron Avenue.
Unnamed Tributary to East Branch      At the confluence with          None       +1,085  City of Louisville,
 Nimishillen Creek.                    East Branch                                        Unincorpor ated Areas
                                       Nimishillen Creek.                                 of Stark County.
                                      At the downstream side          None       +1,105
                                       of Georgetown Street.
West Branch Nimishillen Creek.......  Approximately 190 feet        +1,044       +1,043  City of Canton, City of
                                       downstream of I-77.                                North Canton,
                                                                                Unincorpor ated Areas
                                                                                of Stark County.
                                      Approximately 700 feet          None       +1,155
                                       downstream of Hoover
                                       Avenue.
West Branch Nimishillen Creek         At the downstream side          None       +1,126  Unincorpor ated Areas
 Overflow.                             of Midway Street.                                  of Stark County.
                                      Approximately 400 feet          None       +1,130
                                       upstream of Midway
                                       Street.
West Branch Nimishillen Creek         At the confluence with        +1,092       +1,090  Unincorpor ated Areas
 Tributary 1.                          West Branch                                        of Stark County.
                                       Nimishillen Creek.
                                      At the upstream side of         None       +1,140
                                       State Street.
West Sippo Creek....................  At the downstream side          None         +995  City of Massillon,
                                       of Deermont Avenue.                                Unincorpor ated Areas
                                                                                of Stark County.
                                      At the downstream side          None       +1,034
                                       of Manchester Avenue
                                       (State Route 93).
Zimber Ditch Tributary 1............  Approximately 0.45 mile         None       +1,107  Unincorpor ated Areas
                                       upstream of Beech Hill                             of Stark County.
                                       Road (Summit County
                                       boundary).
                                      Approximately 1,080             None       +1,164
                                       feet upstream of
                                       Cleveland Avenue.
Zimber Ditch Tributary 1A...........  At the confluence with          None       +1,122  Unincorpor ated Areas
                                       Zimber Ditch Tributary                             of Stark County.
                                       1.
                                      Approximately 0.39 mile         None       +1,156
                                       upstream of Burkey
                                       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 Kevin C. Long, Acting Chief, Engineering Management Branch, Mitigation Directorate, Federal
 Emergency Management Agency, 500 C Street, SW., Washington, DC 20472.

                                                    ADDRESSES

City of Alliance
Maps are available for inspection at 504 East Main Street, Alliance, OH 44601.

City of Canal Fulton
Maps are available for inspection at 155 East Market Street, Canal Fulton, OH 44614.

City of Canton
Maps are available for inspection at 424 Market Avenue North, Canton, OH 44702.

City of Louisville

Maps are available for inspection at 215 South Mill Street, Louisville, OH 44641.

City of Massillon
Maps are available for inspection at 151 Lincolnway East, Massillon, OH 44646.

City of North Canton
Maps are available for inspection at 220 West Maple Street, North Canton, OH 44720.

                                      Unincorpor ated Areas of Stark County
Maps are available for inspection at 110 Central Plaza South, Canton, OH 44702.
----------------------------------------------------------------------------------------------------------------

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

    Dated: May 14, 2010.
Sandra K. Knight,
Deputy Federal Insurance and Mitigation Administrator, Mitigation,
Department of Homeland Security, Federal Emergency Management Agency.
[FR Doc. 2010-13859 Filed 6-8-10; 8:45 am]
BILLING CODE 9110-12-P


[Federal Register Volume 78, Number 30 (Wednesday, February 13, 2013)]
[Notices]
[Pages 10247-10248]
[FR Doc No: 2013-03334]

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

DEPARTMENT OF TRANSPORTATION

Federal Aviation Administration

Public Notice for Waiver of Aeronautical Land-Use Assurance

AGENCY: Federal Aviation Administration (FAA), DOT.

ACTION: Notice of intent of waiver with respect to land; Chicago
Executive Airport, Wheeling, IL.

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

SUMMARY: The FAA is considering a proposal to change a portion of
airport land from aeronautical use to non-aeronautical use and to
authorize the sale of the airport property located at Chicago Executive
Airport, Wheeling, IL. The Parcels are now considered excess land not
beneficial for future airport use. Proceeds from the sale of the land
will be used for future airport improvement projects. This notice
announces that the FAA is considering the release of the subject
airport property at Chicago Executive Airport, from all federal land
covenants. Approval does not constitute a commitment by the FAA to
financially assist in disposal of the subject airport property nor a
determination that all measures covered by the program are eligible for
grant-in-aid funding from the FAA.

DATES: Comments must be received on or before March 15, 2013.

FOR FURTHER INFORMATION CONTACT: Gary D. Wilson, Program Manager, 2300
East Devon Avenue, Des Plaines, IL 60018. Telephone Number 847-294-
7631/FAX Number<PHONE_NUMBER>. Documents reflecting this FAA action may
be reviewed at this same location by appointment or at the Chicago
Executive Airport, 1020 Plant Road, Wheeling, Illinois 60093.

SUPPLEMENTARY INFORMATION: In accordance with section 47107(h) of Title
49, United States Code, this notice is required to be published in the
Federal Register 30 days before modifying the land-use assurance that
requires the property to be used for an aeronautical purpose. The
proposal consists of Parcels 56, 58, 59, 88, 90, 107, 108, 109, 110,
and 111, totaling 5.28 acres located west of the airport. The parcels
were purchased with Federal funds for the relocation of Wolf Road
around Runway 16. Following is a legal description of the properties
being released located in Cook County, Illinois, and described as
follows:

Parcels 58, 59 and 111

    Part of the East 580 feet of the North half of the Southeast
Quarter of the Northeast Quarter of Section 14, and part of Lot 13 in
J.R. Willens Wheeling Estates, a subdivision in said North half
recorded as Document No. 17012886 all in Township 42 North, Range 11,
East of the third Principal Meridian Cook, Illinois described as
follows:
    Beginning at the Southwest corner of said Lot 13; thence North 00
Degrees 03 Minutes 47 Seconds West along the West line of said Lot 13,
a distance of 150.65 feet to the South right of line of Debra Lane as
dedicated by said J.R. Willen Wheeling Estates; thence South 89 Degrees
56 Minutes 17 Seconds East along said South line, a distance of 89.18
feet to a point on a non tangent curve; thence Southerly along a curve
concave East having a radius of 1989.86 feet and a chord bearing of
South 20 Degrees 45 Minutes 28 Seconds East, an ARC distance of 63.74
feet; thence South 21 Degrees 40 Minutes 26 Seconds East, a distance of
270.83 feet; thence South 31 Degrees 12 Minutes 26 Seconds West, a
distance of 18.87 feet to the North line of Cindy Lane as dedicated by
said J.R. Willens Wheeling Estates; thence North 89 Degrees 56 Minutes
17 Seconds West along said North line a distance of 68.94 feet to the
West line of said East 590 feet; thence

North 00 Degrees 04 Minutes 4.28 seconds West along said West line, a
distance of 176.65 feet to the Southeast corner of said Lot 13; thence
North 89 Degrees 56 Minutes 17 Seconds West along the South line of
said Lot 13, a distance of 132.68 feet to the place of beginning.

Parcels 88 and 90

    Part of Lots 9-12. Both inclusive in Wolf Road Estates, a
subdivision of the North 495.92 feet of the South \1/2\ of the
Northeast Quarter of the Northeast Quarter of Section 14, Township 42
North, Range 11 East of the Third Principal Meridian Recorded July 8,
1954 as Document No. 15954435 in Cook County, Illinois and that part of
said South \1/2\ described as follows:
    Beginning at the Southwest corner of said Lot 12; thence North 00
Degrees 09 Minute 20 Seconds West along the West line of said Lots 9-
12. A distance of 462.64 feet to the South Right of Way line of Kerry
Lane as dedicated by said Wolf Road Estates; thence South 89 Degrees 59
Minutes 35 Seconds East along said South line, a distance of 75.70
feet; thence South 37 Degrees 26 Minutes 44 Seconds East, a distance of
50.48 feet to a point on a non tangent curve; thence Southerly along a
curve concave Easterly having a radius of 1989.86 feet and a chord
bearing of South 10 Degrees 12 Minutes 58 Seconds East, an ARC distance
of 598.51 feet to the North Right of Way line of Debra Lane as
dedicated by J.R. Willens Wheeling Estates a subdivision in the North
half of the Southeast Quarter of the Northeast Quarter of said Section
14 recorded as Document No. 17012886; thence North 89 Degrees 56
Minutes 17 Seconds West along said Debra Lane, A distance of 682.70
feet to the West line of said Northeast Quarter of the Northeast
Quarter; thence North 00 Degrees 09 Minutes 01 Second West along said
West line. A distance of 163.57 feet to the South line of said Wolf
Road Estates; thence South 89 Degrees 59 Minutes 35 Seconds East along
the South line of Wolf Road Estates. A distance of 472.24 feet to the
place of beginning.

Parcels 56, 107, 108, 109, and 110

    Part of Lots 9-12, both inclusive in Wolf Road Estates, a
subdivision of the North 495.92 feet of the South \1/2\ of the
Northeast Quarter of the Northeast Quarter of Section 14, Township 42
North, Range 11 East of the Third Principle Meridian recorded July 8,
1954 as Document No. 15954435 in Cook County, Illinois and that part of
said South \1/2\ described as follows:
    Beginning at the Southwest corner of said Lot 12; thence North 00
Degrees 09 Minutes 20 Seconds West along the West line of said Lots 9-
12, a distance of 462.64 feet to the South Right of Way line of Kerry
Lane as dedicated by said Wolf Road Estates; thence South 89 Degrees 59
Minutes 35 Seconds East along said South line, a distance of 75.70
feet; thence South 37 Degrees 26 Minutes 44 Seconds East, a distance of
50.48 feet to a point on a non tangent curve; thence Southerly along a
curve concave Easterly having a radius of 1989.86 feet and a chord
bearing of South 10 Degrees 12 Minutes 58 Seconds East, an ARC distance
of 598.51 feet to the North Right of Way line of Debra Lane as
dedicated by J.R. Willens Wheeling Estates, a subdivision in the North
half of the Southeast Quarter of the Northeast Quarter of said Section
14 recorded as Document No. 17012886; thence North 89 Degrees 56
Minutes 17 Seconds West along said Debra Lane, a distance of 682.70
feet to the West line of said Northeast Quarter of the Northeast
Quarter; thence North 00 Degrees 09 Minutes 01 Seconds West along said
West line, a distance of 163.57 feet to the South line of said Wolf
Road Estates, a distance of 472.24 feet to the place of beginning. Said
parcels contain 5.28 acres, more or less.

    Issued in Des Plaines, Illinois on, February 5, 2013.
James G. Keefer,
Manager, Chicago Airports District Office, FAA, Great Lakes Region.
[FR Doc. 2013-03334 Filed 2-12-13; 8:45 am]
BILLING CODE 4910-13-P