[Federal Register Volume 79, Number 126 (Tuesday, July 1, 2014)]
[Notices]
[Pages 37389-37390]
[FR Doc No: 2014-15307]

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DEPARTMENT OF TRANSPORTATION

Pipeline and Hazardous Materials Safety Administration

[Docket No. PHMSA-2014-0091]

Pipeline Safety: Government/Industry Pipeline Research and
Development Forum

AGENCY: Pipeline and Hazardous Materials Safety Administration, DOT.

ACTION: Notice of public forum.

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SUMMARY: The Pipeline and Hazardous Materials Safety Administration
(PHMSA) and the National Association of Pipeline Safety Representatives
periodically hold this public forum to generate a National research
agenda that fosters solutions for the many challenges with pipeline
safety and with protecting the environment. The forum allows public,
government and industry pipeline stakeholders to develop a consensus on
the technical gaps and challenges for future research. It also reduces
duplication of programs, factors ongoing research efforts, leverages
resources and broadens synergies. The national research agenda
developed through this forum is aligned with the needs of the pipeline
safety mission and makes use of the best available knowledge and
expertise and considers stakeholder perspectives.

DATES: The public forum will be held on Wednesday, August 6, 2014, from
8:00 a.m. to 5:00 p.m. CDT and Thursday, August 7, 2014, from 8:00 a.m.
to 4:30 p.m. CDT.

ADDRESSES: The event will be held at the Crowne Plaza Chicago O'Hare,
5440 North River Road, Rosemont, IL 60018. Hotel reservations can be
made under the room block ``DOT/PHMSA'' at http://www.crowneplazaohare.com/ or by calling the hotel directly at 877-337-
5793. A small room block is available at the Federal Government rate of
$166/night for the nights of August 5, 6 and 7 on a first come, first
served basis, and must be made by July 21, 2014.
    Registration: Members of the public may attend this free public
forum. To help assure that adequate space and accommodations are
provided, all attendees are encouraged to register for the forum in
advance at  http://primis.phmsa.dot.gov/meetings/MtgHome.mtg?mtg=98. A
name tag will be provided from your registration.
    Web cast: This public forum will not be webcasted.

Information on Services for Individuals With Disabilities

    For information on facilities or services for individuals with
disabilities, or to request special assistance at the forum, please
contact the Crowne Plaza at<PHONE_NUMBER> or Robert Smith, PHMSA, Office
of Pipeline Safety, at<PHONE_NUMBER> or by email at
<EMAIL_ADDRESS>
FOR FURTHER INFORMATION CONTACT: Robert Smith, PHMSA, Office of
Pipeline Safety, at<PHONE_NUMBER> or by email at<EMAIL_ADDRESS>
regarding the subject matter of this notice.

SUPPLEMENTARY INFORMATION: The details on this public forum including
the times and agenda will be available on the meeting page http://primis.phmsa.dot.gov/meetings/MtgHome.mtg?mtg=98 as they become
available. Presentation files will also be available on the meeting
page within 14 days following the forum.

    Authority:  49 CFR 1.97.

    Issued in Washington, DC, on June 25, 2014.
Jeffrey D. Wiese,
Associate Administrator for Pipeline Safety.
[FR Doc. 2014-15307 Filed 6-30-14; 8:45 am]
BILLING CODE 4910-60-P


[Federal Register Volume 83, Number 149 (Thursday, August 2, 2018)]
[Proposed Rules]
[Pages 37771-37773]
[FR Doc No: 2018-16491]

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DEPARTMENT OF TRANSPORTATION

Federal Aviation Administration

14 CFR Part 39

[Docket No. FAA-2018-0690; Product Identifier 2018-CE-022-AD]
RIN 2120-AA64

Airworthiness Directives; Gulfstream Aerospace Corporation
Airplanes

AGENCY: Federal Aviation Administration (FAA), DOT.

ACTION: Notice of proposed rulemaking (NPRM).

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SUMMARY: We propose to adopt a new airworthiness directive (AD) for
certain Gulfstream Aerospace Corporation Models G-IV and GIV-X
airplanes. This proposed AD was prompted by a revision to the
airworthiness limitations section (ALS) of the aircraft maintenance
manual (AMM) based on fatigue and damage tolerance testing and updated
analysis. This proposed AD would require revising the maintenance or
inspection program to incorporate updated inspection requirements and
life limits that address fatigue cracking of principal structural
elements (PSEs). We are proposing this AD to address the unsafe
condition on these products.

DATES: We must receive comments on this proposed AD by September 17,
2018.

ADDRESSES: You may send comments, using the procedures found in 14 CFR
11.43 and 11.45, by any of the following methods:
     Federal eRulemaking Portal: Go to http://www.regulations.gov. Follow the instructions for submitting comments.
     Fax:<PHONE_NUMBER>.
     Mail: U.S. Department of Transportation, Docket
Operations, M-30, West Building Ground Floor, Room W12-140, 1200 New
Jersey Avenue SE, Washington, DC 20590.
     Hand Delivery: Deliver to Mail address above between 9
a.m. and 5 p.m., Monday through Friday, except Federal holidays.
    For service information identified in this NPRM, contact Gulfstream
Aerospace Corporation, Technical Publications Dept., 500 Gulfstream
Road, Savannah, GA 31402-2206; telephone:<PHONE_NUMBER>; fax: 912-965-
3520; email: [email protected]; internet: http://www.gulfstream.com/product_support/technical_pubs/pubs/index.htm. You may view this
service information at the FAA, Policy and Innovation Division, 901
Locust, Kansas City, Missouri 64106. For information on the
availability of this material at the FAA, call<PHONE_NUMBER>.

Examining the AD Docket

    You may examine the AD docket on the internet at http://www.regulations.gov by searching for and locating Docket No. FAA-2018-
0690; or in person at Docket Operations between 9 a.m. and 5 p.m.,
Monday through Friday, except Federal holidays. The AD docket contains
this NPRM, the regulatory evaluation, any comments received, and other
information. The street address for Docket Operations (phone: 800-647-
5527) is in the ADDRESSES section. Comments will be available in the AD
docket shortly after receipt.

FOR FURTHER INFORMATION CONTACT: Ronald ``Ron'' Wissing, Airframe
Engineer, Atlanta ACO Branch, FAA, 1701 Columbia Avenue, College Park,
Georgia 30337; phone:<PHONE_NUMBER>; fax:<PHONE_NUMBER>; email:
[email protected].

SUPPLEMENTARY INFORMATION:

Comments Invited

    We invite you to send any written relevant data, views, or
arguments about this proposal. Send your comments to an address listed
under the ADDRESSES section. Include ``Docket No. FAA-2018-0690;
Product Identifier 2018-CE-022-AD'' at the beginning of your comments.
We specifically invite comments on the overall regulatory, economic,
environmental, and energy aspects of this NPRM. We will consider all
comments received by the closing date and may amend this NPRM because
of those comments.
    We will post all comments we receive, without change, to http://www.regulations.gov, including any personal information you provide. We
will also post a report summarizing each substantive verbal contact we
receive about this NPRM.

Discussion

    We received a revision to the ALS of the maintenance manual for
Gulfstream Aerospace Corporation Models G-IV and GIV-X airplanes based
on fatigue and damage tolerance testing and updated analysis that
indicates current inspection programs may not be identifying cracks
before reaching critical size. The revised ALS updates inspection
requirements and life limits that address fatigue cracking of PSEs. We
determined that these actions are necessary to address the identified
unsafe condition. This condition, if not corrected, could result in
fatigue cracking of PSEs, which could result in reduced structural
integrity of the PSEs and critical components with consequent loss of
control of the airplane.

Related Service Information Under 1 CFR Part 51

    We reviewed Gulfstream Document No. GIV-GER-0008, Summary of
Changes to the GIV Series and GIV-X Series Airworthiness Limitations,
Revision B, dated March 12, 2018. The service information describes
more restrictive inspection intervals or altered NDT inspection
requirements and updated life limits that address fatigue cracking of
the PSEs. This service information is reasonably available because the
interested parties have access to it through their normal course of
business or by the means identified in the ADDRESSES section.

FAA's Determination

    We are proposing this AD because we evaluated all the relevant
information and determined the unsafe condition described previously is
likely to exist or develop in other products of the same type design.

Proposed AD Requirements

    This proposed AD would require revising the AMM, Chapter 5 ``Life
Limits'' and ``Airworthiness Limitations'' sections, to incorporate new
inspections and life limits based on fatigue and damage tolerance (FTD)
testing and updated analysis.

Costs of Compliance

    We estimate that this proposed AD affects 711 airplanes of U.S.
registry.
    We estimate the following costs to comply with this proposed AD:

                                                 Estimated Costs
----------------------------------------------------------------------------------------------------------------
                                                                                Cost per      Cost on U.S.
              Action                      Labor cost             Parts cost           product        operators
----------------------------------------------------------------------------------------------------------------
Revise ALS and AMM................  20 work-hour x $85     Not applicable.......          $1,700      $1,208,700
                                     per hour = $1,700.
----------------------------------------------------------------------------------------------------------------

Authority for This Rulemaking

    Title 49 of the United States Code specifies the FAA's authority to
issue rules on aviation safety. 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.
    We are issuing this rulemaking under the authority described in
Subtitle VII, Part A, Subpart III, Section 44701: ``General
requirements.'' Under that section, Congress charges the FAA with
promoting safe flight of civil aircraft in air commerce by prescribing
regulations for practices, methods, and procedures the Administrator
finds necessary for safety in air commerce. This regulation is within
the scope of that authority because it addresses an unsafe condition
that is likely to exist or develop on products identified in this
rulemaking action.
    This proposed AD is issued in accordance with authority delegated
by the Executive Director, Aircraft Certification Service, as
authorized by FAA Order 8000.51C. In accordance with that order,
issuance of ADs is normally a function of the Compliance and
Airworthiness Division, but during this transition period, the
Executive Director has delegated the authority to issue ADs applicable
to small airplanes, gliders, balloons, airships, domestic business jet
transport airplanes, and associated appliances to the Director of the
Policy and Innovation Division.

Regulatory Findings

    We determined that this proposed AD would not have federalism
implications under Executive Order 13132. This proposed AD would not
have a substantial direct effect on the States, on the relationship
between the national government and the States, or on the distribution
of power and responsibilities among the various levels of government.
    For the reasons discussed above, I certify this proposed
regulation:
    (1) Is not a ``significant regulatory action'' under Executive
Order 12866,
    (2) Is not a ``significant rule'' under the DOT Regulatory Policies
and Procedures (44 FR 11034, February 26, 1979),
    (3) Will not affect intrastate aviation in Alaska, and
    (4) Will not have a significant economic impact, positive or
negative, on a substantial number of small entities under the criteria
of the Regulatory Flexibility Act.

List of Subjects in 14 CFR Part 39

    Air transportation, Aircraft, Aviation safety, Incorporation by
reference, Safety.

The Proposed Amendment

    Accordingly, under the authority delegated to me by the
Administrator, the FAA proposes to amend 14 CFR part 39 as follows:

PART 39--AIRWORTHINESS DIRECTIVES

0
1. The authority citation for part 39 continues to read as follows:

    Authority:  49 U.S.C. 106(g), 40113, 44701.

Sec.  39.13   [Amended]

0
2. The FAA amends Sec.  39.13 by adding the following new airworthiness
directive (AD):

Gulfstream Aerospace Corporation: Docket No. FAA-2018-0690; Product
Identifier 2018-CE-022-AD.

(a) Comments Due Date

    We must receive comments by September 17, 2018.

(b) Affected ADs

    None.

(c) Applicability

    This AD applies to Gulfstream Aerospace Corporation Model G-IV
airplanes, certificated in any category, serial numbers 1000 through
1535; and Model GIV-X airplanes, certificated in any category,
serial numbers 4001 through 4363.
    Note 1 to paragraph (c) of this AD: Model G-IV airplanes are
also referred to by the marketing designations G300 and G400. Model
GIV-X airplanes are also referred to by the marketing designations
G350 and G450.

(d) Subject

    Joint Aircraft System Component (JASC)/Air Transport Association
(ATA) of America Code 27, Flight Controls; 32, Landing Gear; 52,
Doors; 53, Fuselage; 55, Stabilizers; 57, Wings; 71, Power Plant-
General; and 78, Engine Exhaust.

(e) Unsafe Condition

    This AD was prompted by a revision to the airworthiness
limitations section (ALS) of the Model G-IV and Model GIV-X
maintenance manuals based on fatigue and damage tolerance testing
and updated analysis. We are issuing this AD to detect and correct
fatigue cracking of principal structural elements (PSEs). This
unsafe condition, if unaddressed, could result in reduced structural
integrity of a PSE or critical component and lead to loss of control
of the airplane.

(f) Compliance

    Comply with this AD within the compliance times specified,
unless already done.

(g) Airplane Maintenance Manual Revisions

    Within 12 months after the effective date of this AD, revise the
ALS of your maintenance or inspection program (e.g., maintenance
manual) to incorporate the airworthiness limitations specified in
Gulfstream Document No. GIV-GER-0008, Summary of Changes to the GIV
Series and GIV-X Series Airworthiness Limitations, Revision B, dated
March 12, 2018, as applicable to your model and serial number
airplane.

(h) No Alternative Actions or Intervals

    After the maintenance or inspection program (e.g., maintenance
manual) has been revised as required by paragraph (g) of this AD, no
alternative inspections or intervals may be used unless approved as
an alternative method of compliance in accordance with the
procedures specified in paragraph (i) of this AD.

(i) Alternative Methods of Compliance (AMOCs)

    (1) The Manager, Atlanta ACO Branch, FAA, has the authority to
approve AMOCs for this AD, if requested using the procedures found
in 14 CFR 39.19. In accordance with 14 CFR 39.19, send your request
to your principal inspector or local Flight Standards District
Office, as appropriate. If sending information directly to the
manager of the certification office, send it to the attention of the
person identified in paragraph (j)(1) of this AD.
    (2) Before using any approved AMOC, notify your appropriate
principal inspector, or lacking a principal inspector, the manager
of the local flight standards district office/certificate holding
district office.

(j) Related Information

    (1) For more information about this AD, contact Ronald ``Ron''
Wissing, Airframe Engineer, Atlanta ACO Branch, FAA, 1701 Columbia
Avenue, College Park, Georgia

30337; phone:<PHONE_NUMBER>; fax:<PHONE_NUMBER>; email:
[email protected].
    (2) For service information identified in this AD, contact
Gulfstream Aerospace Corporation, P.O. Box 2206, Savannah, Georgia
31402-2206; telephone:<PHONE_NUMBER>; fax<PHONE_NUMBER>; email:
[email protected]; internet: http://www.gulfstream.com/product_support/technical_pubs/pubs/index.htm. You may view this
referenced service information at the FAA, Policy and Innovation
Division, 901 Locust, Kansas City, Missouri 64106. For information
on the availability of this material at the FAA, call (816) 329-
4148.

    Issued in Kansas City, Missouri, on July 25, 2018.
Pat Mullen,
Aircraft Certification Service, Acting Deputy Director, Policy and
Innovation Division, AIR-601.
[FR Doc. 2018-16491 Filed 8-1-18; 8:45 am]
 BILLING CODE 4910-13-P


[Federal Register: January 10, 2008 (Volume 73, Number 7)]
[Notices]
[Page 1876]
[DOCID:fr10ja08-49]

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DEPARTMENT OF ENERGY

Federal Energy Regulatory Commission

[Docket No. EL08-28-000]

City of Pasadena, CA; Notice of Filing

December 31, 2007.
    Take notice that on December 21, 2007, the City of Pasadena,
California, filed its third annual revision to its Transmission Revenue
Balancing Account Adjustment, to become effective January 1, 2008.
    Any person desiring to intervene or to protest this filing must
file in accordance with Rules 211 and 214 of the Commission's Rules of
Practice and Procedure (18 CFR 385.211, 385.214). Protests will be
considered by the Commission in determining the appropriate action to
be taken, but will not serve to make protestants parties to the
proceeding. Any person wishing to become a party must file a notice of
intervention or motion to intervene, as appropriate. Such notices,
motions, or protests must be filed on or before the comment date. On or
before the comment date, it is not necessary to serve motions to
intervene or protests on persons other than the Applicant.
    The Commission encourages electronic submission of 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 14 copies of the protest or intervention to the Federal
Energy Regulatory Commission, 888 First Street, NE., Washington, DC
20426.
    This filing is accessible on-line at http://www.ferc.gov, using the

``eLibrary'' link and is available for review in the Commission's
Public Reference Room in Washington, DC. There is an ``eSubscription''
link on the Web site that enables subscribers to receive e-mail
notification when a document is added to a subscribed docket(s). For
assistance with any FERC Online service, please e-mail
<EMAIL_ADDRESS>or call<PHONE_NUMBER> (toll free). For

TTY, call<PHONE_NUMBER>.
    Comment Date: 5 p.m. Eastern Time on January 22, 2008.

Kimberly D. Bose,
Secretary.
 [FR Doc. E8-230 Filed 1-9-08; 8:45 am]

BILLING CODE 6717-01-P


upstream of the
                                          confluence with Elkin
                                          Creek.
Yadkin River Tributary 12..............  At the confluence with                  +866  Unincorporated Areas of
                                          Yadkin River.                                 Surry County.
                                         Approximately 0.8 mile                  +881
                                          upstream of Railroad.

Yadkin River Tributary 13..............  At the confluence with                  +887  Unincorporated Areas of
                                          Yadkin River.                                 Surry County.
                                         Approximately 1,260 feet                +895
                                          upstream of NC 268
                                          Highway.
Yadkin River Tributary 16..............  At the confluence with                  +824  Unincorporated Areas of
                                          Yadkin River.                                 Surry County.
                                         Approximately 0.5 mile                  +850
                                          upstream of Railroad.
Yadkin River Tributary 18..............  At the confluence with                  +831  Unincorporated Areas of
                                          Yadkin River.                                 Surry County.
                                         Approximately 10 feet                   +885
                                          upstream of Golden Eagle
                                          Trail.
Yadkin River Tributary 37..............  At the confluence with                  +800  Unincorporated Areas of
                                          Yadkin River.                                 Surry County.
                                         Approximately 1,680 feet                +852
                                          upstream of John Mickles
                                          Road (State Road 2075).
----------------------------------------------------------------------------------------------------------------
 * National Geodetic Vertical Datum.
+ North American Vertical Datum.
 Depth in feet above ground.
                                                    ADDRESSES
City of Mount Airy
Maps are available for inspection at Mount Airy City Hall, 300 South Main Street, Mount Airy, North Carolina.

Town of Dobson
Maps are available for inspection at Dobson Town Hall, 307 North Main Street, Dobson, North Carolina.

Town of Elkin

Maps are available for inspection at Elkin Town Hall, 226 North Bridge Street, Elkin, North Carolina.

Town of Pilot Mountain
Maps are available for inspection at Pilot Mountain Town Hall, 124 West Main Street, Pilot Mountain, North
 Carolina.

                                      Unincorporated Areas of Surry County
Maps are available for inspection at Surry County Planning Department, 122 Hamby Road, Dobson, North Carolina.
----------------------------------------------------------------------------------------------------------------
                                  Portage County, Ohio, and Incorporated Areas
                                             FEMA Docket No.: B-7768
----------------------------------------------------------------------------------------------------------------
Breakneck Creek........................  Approximately 260 feet                +1,040  Unincorporated Areas of
                                          upstream of Brady Lake                        Portage County.
                                          Road.
                                         At confluence of                      +1,069
                                          Breakneck Creek and
                                          Hudson Ditch.
Breakneck Creek Overflow...............  Approximately 5,300 feet              +1,048  City of Kent.
                                          upstream of Main Street.
                                         Approximately 1,400 feet              +1,048
                                          downstream of Powder
                                          Mill Road.
Breakneck Creek Overflow...............  Approximately 3,500 feet              +1,047  Unincorporated Areas of
                                          upstream of Main Street.                      Portage County.
                                         Approximately 600 feet                +1,048
                                          downstream of Powder
                                          Mill Road.
Cuyahoga River.........................  Approximately 80 feet                 +1,084  Village of Mantua.
                                          upstream of Main Street.
                                         Approximately 3,300 feet              +1,087
                                          upstream of High Street.
Cuyahoga River.........................  Approximately 1,500 feet              +1,040  Unincorporated Areas of
                                          upstream of River Bend                        Portage County.
                                          Boulevard.
                                         Approximately 2,900 feet              +1,040
                                          upstream of River Bend
                                          Boulevard.
                                         Approximately 1,600 feet              +1,082
                                          downstream of Infirmary
                                          Road.
                                         Approximately 3,300 feet              +1,087
                                          upstream of High Street.
Cuyahoga River Overflow................  Approximately 1,100 feet              +1,083  Village of Mantua.
                                          upstream of confluence
                                          with Cuyahoga River.
                                         Approximately 2,600 feet              +1,083
                                          upstream of confluence
                                          with Cuyahoga River.
Cuyahoga River Overflow................  Approximately 700 feet                +1,083  Unincorporated Areas of
                                          upstream of confluence                        Portage County.
                                          with Cuyahoga River.
                                         Approximately 1,700 feet              +1,083
                                          upstream of confluence
                                          with Cuyahoga River.
Hudson Ditch...........................  At confluence of                      +1,069  Unincorporated Areas of
                                          Breakneck Creek and                           Portage County.
                                          Hudson Ditch.
                                         Approximately 2,300 feet              +1,084
                                          upstream of Bower Road.
Plum Creek.............................  Approximately 30 feet                 +1,017  City of Kent.
                                          upstream of Railroad.
                                         Approximately 200 feet                +1,040
                                          downstream of Howe Road.
Plum Creek.............................  Approximately 330 feet                +1,039  Unincorporated Areas of
                                          downstream of Howe Road.                      Portage County.
                                         Approximately 4,000 feet              +1,078
                                          upstream of Tallmadge
                                          Road.
----------------------------------------------------------------------------------------------------------------
* National Geodetic Vertical Datum.
+ North American Vertical Datum.

 Depth in feet above ground.
                                                    ADDRESSES
City of Kent
Maps are available for inspection at 930 Overholt Road, Kent, OH 44240.

                                     Unincorporated Areas of Portage County
Maps are available for inspection at 449 South Meridian Street, Ravenna, OH 44266.

Village of Mantua
Maps are available for inspection at 4736 East High Street, Mantua, OH 44255.
----------------------------------------------------------------------------------------------------------------
                                   Wayne County, Ohio, and Incorporated Areas
                                             FEMA Docket No.: B-7794
----------------------------------------------------------------------------------------------------------------
Killbuck Ditch (backwater from Killbuck  Downstream of railroad                  +967  Unincorporated Areas of
 Creek).                                  crossing at Burbank Road.                     Wayne County, Village of
                                                                                Creston.
                                         Confluence with Killbuck                +967  Village of Creston.
                                          Creek.
Unnamed Tributary (backwater from        Confluence with Killbuck                +976  Unincorporated Areas of
 Killibuck Creek).                        Creek.                                        Wayne County, Village of
                                                                                Creston.
                                         Upstream of S. Main                     +976
                                          Street in Village of
                                          Creston.
----------------------------------------------------------------------------------------------------------------
* National Geodetic Vertical Datum.
+ North American Vertical Datum.
 Depth in feet above ground.
                                                    ADDRESSES

                                      Unincorporated Areas of Wayne County
Maps are available for inspection at 428 West Liberty Street, Wooster, OH 44691.

Village of Creston
Maps are available for inspection at 100 N Main Street, Creston, OH 44217.
----------------------------------------------------------------------------------------------------------------
                                Brown County, Wisconsin, and Incorporated Areas
                                             FEMA Docket No.: B-7758
----------------------------------------------------------------------------------------------------------------
Ash Street Tributary to Lancaster Creek  Approximately 510 feet                  +602  Village of Howard.
                                          downstream of Ash Street.
                                         Approximately 160 feet                  +608
                                          upstream of Ash Street.
Ashwaubenon Creek......................  Approximately 2,990 feet                +586  Unincorporated Areas of
                                          downstream of Memorial                        Brown County, City of De
                                          Park Road.                                    Pere, Village of
                                                                                Ashwaubenon.
                                         Approximately 3,940 feet                +613
                                          upstream of Scheuring
                                          Road.
Ashwaubenon Creek (Middle).............  Approximately 3,980 feet                +618  Unincorporated Areas of
                                          downstream of Creamery                        Brown County, City of De
                                          Road.                                         Pere.
                                         Approximately 8,085 feet                +629
                                          upstream of Creamery
                                          Road.
Ashwaubenon Creek (Upper)..............  Approximately 240 feet                  +652  Unincorporated Areas of
                                          downstream of William                         Brown County.
                                          Grant Drive.
                                         Approximately 185 feet                  +661
                                          upstream of William
                                          Grant Drive.
Baird Creek............................  Approximately 425 feet                  +589  Unincorporated Areas of
                                          upstream of U.S. Route                        Brown County, City of
                                          141.                                          Green Bay.
                                         Just upstream of                        +778
                                          Northview Road.
Baird Creek Tributary..................  Approximately 6,340 feet                +701  City of Green Bay.
                                          downstream of Erie Road.
                                         Approximately 1,465 feet                +778
                                          upstream of Finger Road.
Baird Creek Tributary 6................  Approximately 450 feet                  +619  City of Green Bay.
                                          downstream of Fox Valley
                                          and Western Railroad.
                                         Approximately 910 feet                  +673
                                          upstream of Fox Valley
                                          and Western Railroad.
Bakers Creek...........................  Approximately 155 feet                  +649  Village of Howard.
                                          downstream of Belmont
                                          Road.
                                         Approximately 940 feet                  +658
                                          upstream of Hillcrest
                                          Heights Road.
Bakers Creek Tributary.................  Approximately 125 feet                  +603  Village of Howard.
                                          upstream of railroad.
                                         Approximately 2,325 feet                +617
                                          upstream of railroad.
Barina Creek...........................  Approximately 320 feet                  +613  City of Green Bay.
                                          downstream of Church
                                          Road.
                                         Approximately 2,000 feet                +621
                                          upstream of Church Road.
Beaver Dam Creek.......................  Approximately 420 feet                  +588  Village of Howard, City
                                          downstream of Velp                            of Green Bay, Oneida
                                          Avenue.                                       Tribe.
                                         Approximately 1,400 feet                +677
                                          upstream of Packerland
                                          Drive.

Bower Creek............................  At the confluence with                  +591  Village of Bellevue, Town
                                          the East River.                               of Ledgeview.
                                         Approximately 10,570 feet               +635  Bower Creek Tributary.
                                          upstream of Lime Kiln
                                          Road.
Bower Creek Tributary..................  Approximately 396 feet                  +827  Unincorporated Areas of
                                          downstream of Pine Grove                      Brown County, Town of
                                          Road.                                         Ledgeview.
                                         Approximately 52 feet                   +833
                                          upstream of Dickinson
                                          Road.
Bower Creek Tributary 1................  Approximately 40 feet                   +591  Village of Bellevue, Town
                                          downstream of Monroe                          of Ledgeview.
                                          Road.
                                         Approximately 4,610 feet                +618
                                          upstream of Bower Creek
                                          Road.
Bower Creek Tributary 2................  Approximately 110 feet                  +595  Village of Bellevue, Town
                                          downstream of Bower                           of Ledgeview.
                                          Creek Road.
                                         Approximately 3,260 feet                +733
                                          upstream of Meadow Sound
                                          Drive.
Bower Creek Tributary A................  Approximately 860 feet                  +604  Village of Bellevue, Town
                                          downstream of its                             of Ledgeview.
                                          confluence with Bower
                                          Creek Tributary B.
                                         Approximately 4,465 feet                +639
                                          upstream of its
                                          confluence with Bower
                                          Creek Tributary B.
Bower Creek Tributary B................  At the confluence with                  +606  Village of Bellevue, Town
                                          Bower Creek Tributary A.                      of Ledgeview.
                                         Approximately 2,420 feet                +630
                                          upstream of its
                                          confluence with Bower
                                          Creek Tributary A.
Branch River...........................  Approximately 400 feet                  +845  Unincorporated Areas of
                                          downstream of Park Road.                      Brown County.
                                         Approximately 3,960 feet                +852
                                          upstream of Park Road.
Branch of Plum Creek...................  Approximately 610 feet                  +765  Unincorporated Areas of
                                          upstream of Holland                           Brown County.
                                          Court.
                                         Approximately 1,245 feet                +766
                                          upstream of Holland
                                          Court.
Branch of Plum Creek Lower Tributary...  At the confluence with                  +766  Unincorporated Areas of
                                          Branch of Plum Creek.                         Brown County.
                                         Approximately 1,590 feet                +773
                                          upstream of its
                                          confluence with Branch
                                          of Plum Creek.
Branch of Plum Creek Upper Tributary...  At the confluence with                  +765  Unincorporated Areas of
                                          Branch of Plum Creek.                         Brown County.
                                         Approximately 1,190 feet                +769
                                          upstream of its
                                          confluence with Branch
                                          of Plum Creek.
Duck Creek.............................  Approximately 90 feet                   +586  Village of Howard, City
                                          downstream of State                           of Green Bay, Oneida
                                          Highway 41.                                   Tribe, Village of
                                                                                Hobart.
                                         Approximately 4,825 feet                +676
                                          upstream of State
                                          Highway 54.
Duck Creek Tributary 11................  At the confluence with                  +606  City of Green Bay, Oneida
                                          Duck Creek.                                   Tribe.
                                         Approximately 1,000 feet                +673
                                          upstream of Open Gate
                                          Trail.
Duck Creek Tributary 12................  Approximately 925 feet                  +630  City of Green Bay, Oneida
                                          downstream of West Mason                      Tribe, Village of
                                          Street.                                       Hobart.
                                         Approximately 1,900 feet                +677
                                          upstream of West Mason
                                          Street.
Dutchman Creek.........................  Approximately 1,000 feet                +586  Village of Ashwaubenon,
                                          downstream of Broadway                        Oneida Tribe, Village of
                                          Street.                                       Hobart.
                                         Approximately 1,950 feet                +651
                                          upstream of Packerland
                                          Drive.
Dutchman Creek North Tributary.........  Approximately 90 feet                   +605  Village of Ashwaubenon.
                                          downstream of U.S.
                                          Highway 41.
                                         Approximately 120 feet                  +677
                                          upstream of North Road.
Dutchman Creek South Tributary.........  Approximately 1,095 feet                +611  Village of Ashwaubenon.
                                          downstream of Parkview
                                          Road.
                                         Approximately 1,845 feet                +624
                                          upstream of Glory Road.
Dutchman Creek Southeast Tributary.....  Approximately 1,350 feet                +623  Village of Ashwaubenon.
                                          downstream of Main
                                          Avenue.
                                         Approximately 5,550 feet                +637
                                          upstream of Main Avenue.
Dutchman Creek Southwest Tributary.....  Approximately 1,350 feet                +624  Village of Ashwaubenon,
                                          downstream of Main                            Unincorporated Areas of
                                          Street.                                       Brown County.
                                         Approximately 5,350 feet                +637
                                          upstream of County
                                          Highway G.

East River.............................  Approximately 1,650 feet                +586  City of Green Bay, City
                                          downstream of North                           of De Pere, Town of
                                          Monroe Avenue.                                Ledgeview,
                                                                                Unincorporated Areas of
                                                                                Brown County, Village of
                                                                                Allouez, Village of
                                                                                Bellevue.
                                         Just upstream of                        +631
                                          Wrightstown Road.
East River Tributary...................  Approximately 60 feet                   +589  Town of Ledgeview.
                                          downstream of Monroe
                                          Road.
                                         Approximately 65 feet                   +595
                                          upstream of Dickinson
                                          Road.
East River Tributary A.................  Approximately 990 feet                  +592  Town of Ledgeview, City
                                          downstream of Dickinson                       of De Pere.
                                          Road.
                                         Approximately 670 feet                  +613
                                          upstream of Heritage
                                          Road.
East River Tributary B.................  At the confluence with                  +592  Town of Ledgeview.
                                          East River Tributary A.
                                         Approximately 1,825 feet                +595
                                          upstream of its
                                          confluence with East
                                          River Tributary A.
East Verlin North Tributary to Willow    At the confluence with                  +606  Village of Bellevue.
 Creek.                                   East Verlin Tributary to
                                          Willow Creek.
                                         Approximately 15 feet                   +606
                                          upstream of Fox Valley
                                          and Western Railroad.
East Verlin Tributary to Willow Creek..  At the confluence with                  +591  Village of Bellevue, City
                                          Willow Creek.                                 of Green Bay.
                                         Approximately 2,900 feet                +622
                                          upstream of Lime Kiln
                                          Road.
Ellis Creek............................  Approximately 2,625 feet                +651  City of Green Bay.
                                          downstream of Edgewood
                                          Drive.
                                         Approximately 1,105 feet                +670
                                          upstream of Edgewood
                                          Drive.
Fox River..............................  Approximately 2,500 feet                +583  City of Green Bay, City
                                          downstream of Interstate                      of De Pere, Town of
                                          43.                                           Ledgeview,
                                                                                Unincorporated Areas of
                                                                                Brown County, Village of
                                                                                Allouez, Village of
                                                                                Ashwaubenon, Village of
                                                                                Wrightstown.
                                         Just downstream of State                +601
                                          Highway 96.
Lancaster Creek........................  Approximately 20 feet                   +586  Village of Howard.
                                          downstream of Riverview
                                          Drive.
                                         Approximately 3,980 feet                +623
                                          upstream of Shawano
                                          Avenue.
Lancaster Creek Tributary..............  Just upstream of Rockwell               +618  Village of Howard.
                                          Road.
                                         Approximately 1,775 feet                +630
                                          upstream of Rockwell
                                          Road.
Mahon Creek............................  Approximately 1,125 feet                +586  City of Green Bay.
                                          downstream of Nicolet
                                          Drive.
                                         Approximately 1,485 feet                +775
                                          upstream of Spartan Road.
Middle Branch of Little Suamico River..  Approximately 40 feet                   +795  Village of Pulaski.
                                          downstream of Summit
                                          Street.
                                         Approximately 100 feet                  +807
                                          upstream of Lincoln
                                          Street.
North Branch Ashwaubenon Creek.........  At the confluence with                  +661  Unincorporated Areas of
                                          South Branch Ashwaubenon                      Brown County, Oneida
                                          Creek.                                        Tribe, Village of
                                                                                Hobart.
                                         Just downstream of North                +681
                                          County Line Road.
North Branch Bakers Creek..............  At the confluence with                  +655  Village of Howard.
                                          Bakers Creek.
                                         Approximately 2,020 feet                +665
                                          upstream of its
                                          confluence with Bakers
                                          Creek.
North Branch Willow Creek..............  Approximately 175 feet                  +629  Village of Bellevue, City
                                          downstream of Main                            of Green Bay.
                                          Street.
                                         Approximately 9,680 feet                +736
                                          upstream of Manitowoc
                                          Road.
North Tributary South Branch             At the confluence with                  +664  Unincorporated Areas of
 Ashwaubenon Creek.                       South Branch Ashwaubenon                      Brown County.
                                          Creek.
                                         Approximately 2,200 feet                +675
                                          from the confluence of
                                          South Branch Ashwaubenon
                                          Creek.
Oneida Creek...........................  Approximately 1,270 feet                +596  City of Green Bay, Oneida
                                          downstream of County                          Tribe.
                                          Club Court.
                                         Approximately 4,755 feet                +640
                                          upstream of Country Club
                                          Court.
Pioneer Tributary to Duck Creek........  Approximately 895 feet                  +591  Village of Howard.
                                          downstream of Cardinal
                                          Lane.
                                         Approximately 150 feet                  +596
                                          upstream of Cardinal
                                          Lane.
Plum Creek.............................  Approximately 675 feet                  +602  Village of Wrightstown,
                                          downstream of Washington                      Unincorporated Areas of
                                          Street.                                       Brown County.
                                         Approximately 11,250 feet               +618
                                          upstream of Washington
                                          Street.
Sorensons Creek........................  At the confluence with                  +602  Village of Bellevue, Town
                                          Spring Creek.                                 of Ledgeview.
                                         Approximately 80 feet                   +683
                                          upstream of Big Creek
                                          Road.

Sorensons Creek Tributary..............  Approximately 4,720 feet                +644  Village of Bellevue.
                                          downstream of Santa
                                          Monica Drive.
                                         Approximately 3,430 feet                +747
                                          upstream of Manitowoc
                                          Road.
South Branch Ashwaubenon Creek.........  Approximately 3,325 feet                +661  Unincorporated Areas of
                                          downstream of Noah Road.                      Brown County.
                                         Approximately 990 feet                  +671
                                          upstream of Freedom Road.
South Branch Little Suamico River......  Approximately 80 feet                   +783  Village of Pulaski,
                                          downstream of Corporate                       Unincorporated Areas of
                                          Way.                                          Brown County.
                                         Approximately 1,935 feet                +799
                                          upstream of Pelican
                                          Drive.
South Tributary to Willow Creek........  At the confluence with                  +590  Village of Bellevue.
                                          Willow Creek.
                                         Approximately 630 feet                  +601
                                          upstream of Lime Kiln
                                          Road.
Spring Creek...........................  Approximately 1,305 feet                +595  Village of Bellevue.
                                          downstream of Lime Kiln
                                          Road.
                                         Approximately 1,520 feet                +784
                                          upstream of Willow Road.
Spring Creek Tributary A...............  Approximately 950 feet                  +703  Village of Bellevue.
                                          downstream of Madrid
                                          Drive.
                                         Approximately 170 feet                  +743
                                          upstream of Ontario Road.
Spring Creek Tributary A Ditch.........  At the confluence with                  +736  Village of Bellevue.
                                          Spring Creek Tributary A.
                                         Approximately 580 feet                  +740
                                          upstream of the
                                          confluence with Spring
                                          Creek Tributary A.
Spring Creek Tributary B...............  Approximately 2,910 feet                +732  Village of Bellevue.
                                          downstream of Cottage
                                          Road.
                                         Approximately 450 feet                  +760
                                          upstream of Cottage Road.
Suamico River..........................  Approximately 7,880 feet                +586  Village of Suamico.
                                          downstream of Lakeview
                                          Road.
                                         Approximately 1,150 feet                +606
                                          upstream of Bridge Road.
Tributary 1 to Dutchman Creek Southwest  Approximately 310 feet                  +642  Village of Ashwaubenon,
 Tributary.                               downstream of Lost Lane.                      Oneida Tribe, Village of
                                                                                Hobart.
                                         Approximately 490 feet                  +665
                                          upstream of South
                                          Packerland Drive.
Tributary 2 to Dutchman Creek Southwest  At the confluence with                  +642  Village of Ashwaubenon.
 Tributary.                               Dutchman Creek Southwest
                                          Tributary.
                                         Approximately 2,550 feet                +666
                                          upstream of the
                                          confluence with Dutchman
                                          Creek Southwest
                                          Tributary.
Tributary 3 to Dutchman Creek Southwest  At the confluence with                  +646  Village of Ashwaubenon.
 Tributary.                               Dutchman Creek Southwest
                                          Tributary.
                                         Approximately 1,950 feet                +664
                                          upstream of the
                                          confluence with Dutchman
                                          Creek Southwest
                                          Tributary.
Trout Creek............................  Approximately 1,060 feet                +610  Village of Hobart, Oneida
                                          downstream of North                           Tribe.
                                          Hillcrest Drive.
                                         Just upstream of Sunlite                +727
                                          Drive.
Unnamed Tributary to Green Bay.........  Approximately 525 feet                  +588  City of Green Bay.
                                          downstream of Nicolet
                                          Drive.
                                         Approximately 1,755 feet                +624
                                          upstream of Nicolet
                                          Drive.
Vanguard Way Tributary to Lancaster      At the confluence with                  +610  Village of Howard.
 Creek.                                   Lancaster Creek.
                                         Approximately 755 feet                  +629
                                          upstream of the
                                          confluence with
                                          Lancaster Creek.
West Verlin Tributary to Willow Creek..  Approximately 1,220 feet                +590  Village of Bellevue, City
                                          downstream of Bellevue                        of Green Bay.
                                          Street.
                                         Approximately 2,990 feet                +597
                                          upstream of Verlin Road.
Willow Creek...........................  At the confluence with                  +590  Village of Bellevue, City
                                          the East River.                               of Green Bay.
                                         Approximately 1,740 feet                +760
                                          upstream of Ontario Road.
----------------------------------------------------------------------------------------------------------------
* National Geodetic Vertical Datum.
+ North American Vertical Datum.
 Depth in feet above ground.
                                                    ADDRESSES
City of De Pere
Maps are available for inspection at Building Inspection Department, 335 South Broadway, De Pere, WI 54115.

City of Green Bay
Maps are available for inspection at Department of Public Works, Inspection Division, 100 North Jefferson
 Street, Room 403, Green Bay, WI 54301-5026.

Oneida Tribe
Maps are available for inspection at Village Office, 2990 South Pine Tree Road, Oneida, WI 54155.

Town of Ledgeview
Maps are available for inspection at Building Department, Ledgeview Municipal Building, 3700 Dickinson Road, De
 Pere, WI 54115.

                                      Unincorporated Areas of Brown County
Maps are available for inspection at Zoning Department, 320 East Walnut, Northern Building, Room 320, Green Bay,
 WI 54301.

Village of Allouez
Maps are available for inspection at Public Works Department, Municipal Building, 1900 Libal Street, Green Bay,
 WI 54301-2499.

Village of Ashwaubenon
Maps are available for inspection at Public Works Department, Village Hall, 2155 Holmgren Way, Ashwaubenon, WI
 54304.

Village of Bellevue
Maps are available for inspection at Building, Zoning and Development Department, Village Office, 305 East
 Walnut, Room 320, Green Bay, WI 54311.

Village of Hobart
Maps are available for inspection at Planning Department, Village Office, 2990 South Pine Tree Road, Oneida, WI
 54155.

Village of Howard
Maps are available for inspection at Department of Code Administration, Village Hall, 2456 Glendale Avenue,
 Green Bay, WI 54313.

Village of Pulaski
Maps are available for inspection at Village Clerk's Office, 421 South St. Augustine Street, Pulaski, WI 54162.

Village of Suamico
Maps are available for inspection at Building Inspection Department, Village Hall, 2999 Lakeview Drive, Suamico,
 WI 54173.

Village of Wrightstown
Maps are available for inspection at Building Inspection Department, Village Hall, 529 Main Street, Wrightstown,
 WI 54180.
----------------------------------------------------------------------------------------------------------------

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

    Dated: March 13, 2009.
Michael K. Buckley,
Acting Assistant Administrator, Mitigation Directorate, Department of
Homeland Security, Federal Emergency Management Agency.
[FR Doc. E9-6609 Filed 3-24-09; 8:45 am]

BILLING CODE 9110-12-P


[Federal Register Volume 81, Number 128 (Tuesday, July 5, 2016)]
[Notices]
[Pages 43617-43618]
[FR Doc No: 2016-15823]

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

DEPARTMENT OF HOMELAND SECURITY

Federal Emergency Management Agency

[Internal Agency Docket No. FEMA-4273-DR; Docket ID FEMA-2016-0001]

West Virginia; Amendment No. 1 to Notice of a Major Disaster
Declaration

AGENCY: Federal Emergency Management Agency, DHS.

ACTION: Notice.

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

SUMMARY: This notice amends the notice of a major disaster declaration
for the State of West Virginia (FEMA-4273-DR), dated June 25, 2016, and
related determinations.

DATES: Effective Date: June 28, 2016.

FOR FURTHER INFORMATION CONTACT: Dean Webster, Office of Response and
Recovery, Federal Emergency Management Agency, 500 C Street SW.,
Washington, DC 20472,<PHONE_NUMBER>.

SUPPLEMENTARY INFORMATION: The notice of a major disaster declaration
for the State of West Virginia is hereby amended to include the
following areas among those areas determined to have been adversely
affected by the event declared a major disaster by the President in his
declaration of June 25, 2016.

    Clay, Fayette, Monroe, Roane, and Summers Counties for
Individual Assistance.
    Clay, Fayette, Monroe, Roane, and Summers Counties for emergency
protective measures (Category B), including direct federal
assistance, under the Public Assistance program.
    The following Catalog of Federal Domestic Assistance Numbers
(CFDA) are to be used for reporting and drawing funds: 97.030,
Community Disaster Loans; 97.031, Cora Brown Fund; 97.032, Crisis
Counseling; 97.033, Disaster Legal Services; 97.034, Disaster
Unemployment Assistance (DUA); 97.046, Fire Management Assistance
Grant; 97.048, Disaster Housing Assistance to Individuals and
Households In Presidentially Declared Disaster Areas; 97.049,
Presidentially Declared Disaster Assistance--Disaster Housing
Operations for Individuals and Households; 97.050 Presidentially
Declared Disaster Assistance to Individuals and Households--Other
Needs; 97.036, Disaster Grants--Public Assistance (Presidentially
Declared Disasters); 97.039, Hazard Mitigation Grant.

W. Craig Fugate,
Administrator, Federal Emergency Management Agency.
[FR Doc. 2016-15823 Filed 7-1-16; 8:45 am]
 BILLING CODE 9111-23-P