[Federal Register Volume 88, Number 129 (Friday, July 7, 2023)]
[Notices]
[Pages 43410-43412]
[FR Doc No: 2023-14303]

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DEPARTMENT OF TRANSPORTATION

Federal Motor Carrier Safety Administration

[Docket No. FMCSA-2023-0013]

Hours of Service of Drivers: Application for Exemption; Matthew
Killmer

AGENCY: Federal Motor Carrier Safety Administration (FMCSA), DOT.

ACTION: Notice of final disposition; denial of application for
exemption.

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SUMMARY: FMCSA announces its decision to deny the application from
Matthew Killmer requesting an exemption from the hours-of-service (HOS)
regulations to allow him to split his sleeper berth time into two 5-
hour periods. The applicant indicates that the exemption would enable
him to be a more alert and well rested commercial motor vehicle (CMV)
operator and allow him to find a safe place to park his vehicle. FMCSA
analyzed the application and public comments and determined that the
exemption is not likely to achieve a level of safety that is equivalent
to, or greater than, the level that would be achieved absent such
exemption.

FOR FURTHER INFORMATION CONTACT: Mr. Richard Clemente, Driver and
Carrier Operations Division; Office of Carrier, Driver and Vehicle
Safety Standards; FMCSA;<PHONE_NUMBER> or [email protected]. If
you have questions on viewing or submitting material to the docket,
contact Docket Services, telephone<PHONE_NUMBER>.

SUPPLEMENTARY INFORMATION:

I. Public Participation

Viewing Comments and Documents

    To view comments, go to www.regulations.gov, insert the docket
number ``FMCSA-2023-0013'' in the keyword box, and click ``Search.''
Next, sort the results by ``Posted (Newer-Older),'' choose the first
notice listed, and click ``View Related Comments.''
    To view documents mentioned in this notice as being available in
the docket, go to www.regulations.gov, insert the

docket number ``FMCSA-2023-0013'' in the keyword box, click ``Search,''
and chose the document to review.
    If you do not have access to the internet, you may view the docket
by visiting Dockets Operations in Room W12-140 on the ground floor of
the DOT West Building, 1200 New Jersey Avenue SE, Washington, DC 20590,
between 9 a.m. and 5 p.m., ET, Monday through Friday, except Federal
holidays. To be sure someone is there to help you, please call (202)
366-9317 or<PHONE_NUMBER> before visiting Dockets Operations.

II. Legal Basis

    FMCSA has authority under 49 U.S.C. 31136(e) and 31315(b) to grant
exemptions from Federal Motor Carrier Safety Regulations (FMCSRs).
FMCSA must publish a notice of each exemption request in the Federal
Register (49 CFR 381.315(a)). The Agency must provide the public an
opportunity to inspect the information relevant to the application,
including any safety analyses that have been conducted. The Agency must
provide an opportunity for public comment on the request.
    The Agency reviews safety analyses and public comments submitted
and determines whether granting the exemption would likely maintain a
level of safety equivalent to, or greater than, the level that would be
achieved by the current regulation (49 CFR 381.305(a)). The Agency must
publish its decision in the Federal Register (49 CFR 381.315(b)). If
granted, the notice will identify the regulatory provision from which
the applicant will be exempt, the effective period, and all terms and
conditions of the exemption (49 CFR 381.315(c)(1)). If the exemption is
denied, the notice will explain the reason for the denial (49 CFR
381.315(c)(2). The exemption may be renewed (49 CFR 381.300(b)).

III. Background

Current Regulatory Requirements

    FMCSA's hours-of-service (HOS) regulations in 49 CFR part 395 limit
the time CMV drivers may drive and also require certain off-duty
periods to ensure that individuals stay awake and alert while driving.
The HOS regulations in 49 CFR 395.3(a)(1) prohibit an individual from
continuing to drive after 11 hours driving. Further, under 49 CFR
395.3(a)(2) drivers may not drive after a period of 14 consecutive
hours on duty until they have been off duty for a minimum of 10
consecutive hours, or the equivalent of at least 10 consecutive hours
off duty. Section 395.1(g)(1)(ii) allows a driver using the sleeper
berth exception to accumulate the equivalent of at least 10 consecutive
hours off duty by taking a combination of either two periods of
sleeper-berth time or a combination of off-duty time and sleeper-berth
time (in both cases totaling 10 hours) if: (1) neither rest period is
shorter than 2 hours; (2) one rest period is at least 7 consecutive
hours long; and (3) driving time before and after each rest period,
when added together does not exceed 11 hours driving and does not
violate the 14-hour duty-period limit.

Applicant's Request

    Matthew Killmer requests an exemption from certain restrictions
imposed by 49 CFR 395.1(g)(1)(ii) on the use of the sleeper berth to
accumulate the required off-duty time under 49 CFR 395.3(a)(1). Section
395.1(g)(1)(ii), as described above, allows a driver operating a CMV
equipped with a sleeper berth to obtain the required 10 hours of rest
in two periods. In particular, the applicant requests that he, and
other drivers who so request, be allowed to shorten the required 7-
consecutive-hour sleeper-berth period to 5 hours, paired with another
5-hour sleeper-berth period, to accumulate the required 10 hours of
rest.

IV. Method To Ensure an Equivalent or Greater Level of Safety

    The applicant believes that the exemption, if granted, would result
in increased driver turnover at rest areas/safe havens, which would
allow more drivers to utilize available parking spaces to get adequate
rest. He states that the percentage of drivers with proper rest would
increase creating a more alert and responsive driver population and
reducing sleep-related crashes/incidents. The applicant further adds
that this would allow drivers to better utilize their available time
when accounting for delays due to inclement weather or detention time
at a shipper's facility.

V. Public Comments

    On February 23, 2023, FMCSA published Matthew Killmer's application
and requested public comment (88 FR 11504). The Agency received 279
comments, nearly all filed by individuals/owner-operators and small
trucking companies. Comments supporting the application numbered 222,
while 11 opposed the exemption and another 46 offered no position
either for or against the request, but instead offered general comments
on the current HOS regulations. Joint comments in opposition were filed
by the Truck Safety Coalition (TSC), Citizens for Reliable and Safe
Highways (CRASH), and Parents Against Tired Truckers (PATT). These
three organizations stated that the law requires any exemption request
to include ``proven measures to ensure that an equal or greater level
of safety will result from the granting of the exemption. . . . The
applicant fails to propose any rigorous, evidence-based measures that
would satisfy this statutory requirement.'' They added: ``the reason
that the current sleeper berth requirement exists is due to the fact
that FMCSA found that splitting time in the sleeper berth in too short
of increments prevents obtaining reasonable sleep that is necessary to
perform a safety-sensitive function.''
    Other themes in opposition included: (1) there is not enough data
available from the June 1, 2020, HOS rule changes to support a 5/5
sleeper berth split provision; (2) additional ``flexibility'' is not
necessary with the current HOS regulations; (3) better driver training
is needed; and (4) the increased numbers of CMV crashes/incidents.
    A number of filers supporting the exemption argued that a 6/4
sleeper-berth split: (1) would provide a better opportunity for drivers
to find safe parking and to stay more alert; (2) would provide a better
opportunity for managing a driver's down time; (3) would enable drivers
to be more rested; and (4) could be combined with additional ideas for
``pausing'' the 14-hour ``driving window.''
    Those with no position either for or against the exemption had
general complaints about the HOS rules, with including: (1) the Agency
again needs to amend/revise the HOS rules; (2) accidents/incidents are
caused by driver carelessness not [HOS] laws; (3) let drivers decide
when they are tired; (4) support for a 24-hour restart instead of the
current 34-hour restart; and (5) the Agency should grant exemptions to
companies with better Pre-Employment Screening Program (PSP) scores.

VI. FMCSA Safety Analysis and Decision

    FMCSA has evaluated Matthew Killmer's application and public
comments and denies the exemption request. The applicant failed to
establish that he would likely maintain a level of safety equivalent
to, or greater than, the level achieved without the exemption.
    In 2020, in its most recent HOS rulemaking, the Agency modified the
split sleeper-berth provisions to provide more flexibility for drivers
and settled on the current rule which requires at least one longer
period of at least 7 hours in the sleeper berth (85 FR 33396). During
the rulemaking process,

in considering other split modifications, the Agency stated:

    [T]here is no clear evidence--to say nothing of a scientific
consensus--that a 6-hour (or shorter) sleeper-berth period is long
enough to prevent cumulative fatigue. That is especially obvious
since drivers cannot be expected to fall asleep immediately. The 7-
hour period adopted in this final rule allows enough time for
drivers to relax, de-compress, and obtain more than 6 hours of
sleep. Having examined a wide range of sleep and fatigue studies,
which fail to converge on a single result, the Agency has concluded
that the proposed 7/3 split is both scientifically reasonable and
responsive to the needs of the driver population for greater
flexibility.

    Although a large number of commenters supported Mr. Killmer's
request, they did not provide any evidence to demonstrate that the
exemption was likely to provide a level of safety equivalent to the
current regulatory requirements. The Agency acknowledges the
commenters' concerns relating to truck parking; however, those concerns
are not a valid basis for evaluating the application, as the Agency
must base its decision on the requirement for an equivalent level of
safety.
    For the above reasons, the exemption application is denied.

Earl Stanley Adams Jr.,
Deputy Administrator.
[FR Doc. 2023-14303 Filed 7-6-23; 8:45 am]
BILLING CODE 4910-EX-P


                          Notes from Meeting with CVS

Attended by:
CVS Staff:		Pat Perry, Carole DeNale, Keith Seavey

Troutman Sanders:	Greg Blount

Greenberg Traurig:	Patrick Anderson

EPA Staff:	Kristin Fitzgerald, Jessica Young, Charlotte Mooney

Date:			November 8, 2012

EPA met with representatives of CVS and their outside counsel

CVS discussed their waste management operations.  They indicated that a patchwork of regulations across the country makes it challenging for national chains to comply. They stressed the importance of a simple regulatory program that is easy to train their employees on. They also indicated that the company receives approximately $1 billion/year in manufacturers' credit for pharmaceuticals via reverse distribution.


[Federal Register Volume 77, Number 200 (Tuesday, October 16, 2012)]
[Proposed Rules]
[Pages 63272-63275]
[FR Doc No: 2012-25459]

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DEPARTMENT OF TRANSPORTATION

Federal Aviation Administration

14 CFR Part 39

[Docket No. FAA-2012-1077; Directorate Identifier 2012-NM-146-AD]
RIN 2120-AA64

Airworthiness Directives; Embraer S.A. 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 Embraer S.A. Model ERJ 170 and ERJ 190 airplanes. This proposed
AD was prompted by a report that high rate discharge (HRD) bottle
explosive cartridges of a cargo compartment fire extinguisher system
were swapped between the forward and aft cargo compartments. Additional
investigation also revealed the possibility of swapping between the
electrical connectors of the HRD and low rate discharge (LRD) bottles,
and a rotated installation of the HRD bottle. Improper assembly of the
fire extinguishing bottle might cause the extinguishing agent to be
discharged toward the unselected cargo compartment rather than toward
the cargo compartment with fire. This proposed AD would require an
inspection of the HRD bottle for correct installation and to determine
if the pressure switch is in the correct position, and re-installation
if necessary; an inspection of the HRD and LRD bottle discharge heads
to determine the part number and replacement if necessary; and, for
certain airplanes, an inspection to determine the part numbers of the
HRD and LRD electrical connectors, and relocation if necessary. We are
proposing this AD to prevent the inability of the fire extinguishing
system to suppress fire.

DATES: We must receive comments on this proposed AD by November 30,
2012.

ADDRESSES: You may send comments 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: U.S. Department of Transportation, Docket
Operations, M-

30, West Building Ground Floor, Room W12-140, 1200 New Jersey Avenue
SE., Washington, DC, between 9 a.m. and 5 p.m., Monday through Friday,
except Federal holidays.
    For service information identified in this proposed AD, contact
Embraer S.A., Technical Publications Section (PC 060), Av. Brigadeiro
Faria Lima, 2170--Putim-12227-901 S[atilde]o Jose dos Campos-SP--
BRASIL; telephone +55 12 3927-5852 or +55 12 3309-0732; fax +55 12
3927-7546; email<EMAIL_ADDRESS>Internet http://www.flyembraer.com. You may review copies of the referenced service
information at the FAA, Transport Airplane Directorate, 1601 Lind
Avenue SW., Renton, WA. 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; or in person at the Docket Operations office
between 9 a.m. and 5 p.m., Monday through Friday, except Federal
holidays. The AD docket contains this proposed AD, the regulatory
evaluation, any comments received, and other information. The street
address for the Docket Operations office (telephone<PHONE_NUMBER>) is
in the ADDRESSES section. Comments will be available in the AD docket
shortly after receipt.

FOR FURTHER INFORMATION CONTACT: Cindy Ashforth, Aerospace Engineer,
International Branch, ANM-116, Transport Airplane Directorate, FAA,
1601 Lind Avenue SW., Renton, WA 98057-3356; telephone<PHONE_NUMBER>;
fax<PHONE_NUMBER>.

SUPPLEMENTARY INFORMATION:

Comments Invited

    We invite you to send any written relevant data, views, or
arguments about this proposed AD. Send your comments to an address
listed under the ADDRESSES section. Include ``Docket No. FAA-2012-1077;
Directorate Identifier 2012-NM-146-AD'' at the beginning of your
comments. We specifically invite comments on the overall regulatory,
economic, environmental, and energy aspects of this proposed AD. We
will consider all comments received by the closing date and may amend
this proposed AD based on 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 proposed AD.

Discussion

    The Ag[ecirc]ncia Nacional de Avia[ccedil][atilde]o Civil (ANAC),
which is the aviation authority for Brazil, has issued Brazilian
Airworthiness Directives 2012-07-01 and 2012-07-02, both effective July
30, 2012 (referred to after this as ``the MCAI''), to correct an unsafe
condition for the specified products. The MCAI states:

It was found during an inspection of the cargo compartment fire
extinguisher system that High Rate Discharge (HRD) bottle explosive
cartridges were swapped between forward and aft cargo compartments.
Additional investigation has also revealed the possibility of
swapping between the electrical connectors of the HRD and Low Rate
Discharge (LRD) bottles and a rotated installation of the HRD
bottle. Such improper assembly of the fire extinguishing bottle may
cause the extinguishing agent to be discharged toward the unselected
cargo compartment rather than toward the cargo compartment with
fire, resulting in an insufficient concentration of fire
extinguishing agent in the cargo compartment with fire, and
consequent inability of the fire extinguishing system to suppress
fire.

* * * * *
Required actions include an inspection of the HRD bottle for correct
installation and to determine if the pressure switch is in the correct
position, and re-installation if necessary; an inspection of the HRD
and LRD bottle discharge heads to determine the part number and
replacement if necessary; and, for certain airplanes, an inspection to
determine the part numbers of the HRD and LRD electrical connectors,
and relocation if necessary. You may obtain further information by
examining the MCAI in the AD docket.

Relevant Service Information

    Embraer has issued the following service bulletins to correct the
unsafe condition identified in the MCAI.
     EMBRAER Service Bulletin 170-26-0011, Revision 01, dated
June 19, 2012 (for Model ERJ 170-100 LR, -100 STD, -100 SE, and -100 SU
airplanes; and Model ERJ 170-200 LR, -200 SU, and -200 STD airplanes).
     EMBRAER Service Bulletin 190-26-0011, Revision 01, dated
June 19, 2012 (for Model ERJ 190-100 STD, -100 LR, -100 ECJ, and -100
IGW airplanes; and Model ERJ 190-200 STD, -200 LR, and -200 IGW
airplanes).
     EMBRAER Service Bulletin 190LIN-26-0006, Revision 01,
dated June 19, 2012 (for Model ERJ 190-100 STD, -100 LR, -100 ECJ, and
-100 IGW airplanes; and Model ERJ 190-200 STD, -200 LR, and -200 IGW
airplanes).

FAA's Determination and Requirements of This Proposed AD

    This product has been approved by the aviation authority of another
country, and is approved for operation in the United States. Pursuant
to our bilateral agreement with the State of Design Authority, we have
been notified of the unsafe condition described in the MCAI and service
information referenced above. We are proposing this AD because we
evaluated all pertinent information and determined an unsafe condition
exists and is likely to exist or develop on other products of the same
type design.

Costs of Compliance

    Based on the service information, we estimate that this proposed AD
would affect about 163 products of U.S. registry. We also estimate that
it would take about 7 work-hours per product to comply with the basic
requirements of this proposed AD. The average labor rate is $85 per
work-hour. Based on these figures, we estimate the cost of the proposed
AD on U.S. operators to be $96,985, or $595 per product.
    In addition, we estimate that any necessary follow-on actions would
take about 1 work-hour and require parts costing $68,588, for a cost of
$68,673 per product. We have no way of determining the number of
products that may need these actions.

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.

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.
    We prepared a regulatory evaluation of the estimated costs to
comply with this proposed AD and placed it in the AD docket.

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

    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]

    2. The FAA amends Sec.  39.13 by adding the following new AD:

Embraer S.A.: Docket No. FAA-2012-1077; Directorate Identifier 2012-
NM-146-AD.

(a) Comments Due Date

    We must receive comments by November 30, 2012.

(b) Affected ADs

    None.

(c) Applicability

    This AD applies to the airplanes identified in paragraphs (c)(1)
and (c)(2) of this AD.
    (1) Embraer S.A. Model ERJ 170-100 LR, -100 STD, -100 SE, and -
100 SU airplanes; and Model ERJ 170-200 LR, -200 SU, and -200 STD
airplanes; certificated in any category; as identified in EMBRAER
Service Bulletin 170-26-0011, Revision 01, dated June 19, 2012.
    (2) Embraer S.A. Model ERJ 190-100 STD, -100 LR, -100 ECJ, and -
100 IGW airplanes; and Model ERJ 190-200 STD, -200 LR, and -200 IGW
airplanes; certificated in any category; as identified in EMBRAER
Service Bulletins 190-26-0011, Revision 01, dated June 19, 2012, and
190LIN-26-0006, Revision 01, dated June 19, 2012.

(d) Subject

    Air Transport Association (ATA) of America Code 26, Fire
Protection.

(e) Reason

    This AD was prompted by a report that high rate discharge (HRD)
bottle explosive cartridges of a cargo compartment fire extinguisher
system were swapped between the forward and aft cargo compartments.
Additional investigation also revealed the possibility of swapping
between the electrical connectors of the HRD and low rate discharge
(LRD) bottles, and a rotated installation of the HRD bottle. We are
issuing this AD to prevent the inability of the fire extinguishing
system to suppress fire.

(f) Compliance

    You are responsible for having the actions required by this AD
performed within the compliance times specified, unless the actions
have already been done.

(g) Inspections and Corrective Actions for Group 1 Airplanes

    For airplanes on which EMBRAER Service Bulletin 170-26-0011,
dated December 1, 2011 (for Model ERJ 170-100 LR, -100 STD, -100 SE,
and -100 SU airplanes; and Model ERJ 170-200 LR, -200 SU, and -200
STD airplanes); EMBRAER Service Bulletin 190-26-0011, dated December
1, 2011 (for Model ERJ 190-100 STD, -100 LR, -100 ECJ, and -100 IGW
airplanes; and Model ERJ 190-200 STD, -200 LR, and -200 IGW
airplanes); or EMBRAER Service Bulletin 190LIN-26-0006, dated
December 1, 2011 (for Model ERJ 190-100 STD, -100 LR, -100 ECJ, and
-100 IGW airplanes; and Model ERJ 190-200 STD, -200 LR, and -200 IGW
airplanes); has not been accomplished as of the effective date of
this AD: Within 3,000 flight hours after the effective date of this
AD, do the actions specified in paragraphs (g)(1), (g)(2), and
(g)(3) of this AD. All actions must be done in accordance with Part
I and Part II, as applicable, of the Accomplishment Instructions of
EMBRAER Service Bulletin 170-26-0011, Revision 01, dated June 19,
2012 (for Model ERJ 170-100 LR, -100 STD, -100 SE, and -100 SU
airplanes; and Model ERJ 170-200 LR, -200 SU, and -200 STD
airplanes); EMBRAER Service Bulletin 190-26-0011, Revision 01, dated
June 19, 2012 (for Model ERJ 190-100 STD, -100 LR, -100 ECJ, and -
100 IGW airplanes; and Model ERJ 190-200 STD, -200 LR, and -200 IGW
airplanes); or EMBRAER Service Bulletin 190LIN-26-0006, Revision 01,
dated June 19, 2012 (for Model ERJ 190-100 STD, -100 LR, -100 ECJ,
and -100 IGW airplanes; and Model ERJ 190-200 STD, -200 LR, and -200
IGW airplanes).
    (1) Do a general visual inspection of the HRD bottle to
determine if it is correctly installed and if the pressure switch is
in the correct position. If the bottle is not correctly installed or
the pressure switch is in the incorrect position, before further
flight, remove and re-install the HRD bottle.
    (2) Inspect the HRD and LRD bottle discharge heads to determine
the part number. If the part number of the discharge heads is not
the part number specified in Figure 3 of EMBRAER Service Bulletin
170-26-0011, Revision 01, dated June 19, 2012 (for Model ERJ 170-100
LR, -100 STD, -100 SE, and -100 SU airplanes; and Model ERJ 170-200
LR, -200 SU, and -200 STD airplanes); EMBRAER Service Bulletin 190-
26-0011, Revision 01, dated June 19, 2012 (for Model ERJ 190-100
STD, -100 LR, -100 ECJ, and -100 IGW airplanes; and Model ERJ 190-
200 STD, -200 LR, and -200 IGW airplanes); or EMBRAER Service
Bulletin 190LIN-26-0006, Revision 01, dated June 19, 2012 (for Model
ERJ 190-100 STD, -100 LR, -100 ECJ, and -100 IGW airplanes; and
Model ERJ 190-200 STD, -200 LR, and -200 IGW airplanes); before
further flight, replace the discharge bottle with a discharge bottle
having the same part number.
    (3) Inspect to determine the part numbers of the HRD and LRD
bottle electrical connectors. If the part numbers of the HRD or LRD
bottle electrical connectors are not the part numbers specified in
Figure 1 of EMBRAER Service Bulletin 170-26-0011, Revision 01, dated
June 19, 2012 (for Model ERJ 170-100 LR, -100 STD, -100 SE, and -100
SU airplanes; and Model ERJ 170-200 LR, -200 SU, and -200 STD
airplanes); EMBRAER Service Bulletin 190-26-0011, Revision 01, dated
June 19, 2012 (for Model ERJ 190-100 STD, -100 LR, -100 ECJ, and -
100 IGW airplanes; and Model ERJ 190-200 STD, -200 LR, and -200 IGW
airplanes); or EMBRAER Service Bulletin 190LIN-26-0006, Revision 01,
dated June 19, 2012 (for Model ERJ 190-100 STD, -100 LR, -100 ECJ,
and -100 IGW airplanes; and Model ERJ 190-200 STD, -200 LR, and -200
IGW airplanes); before further flight, relocate the HRD or LRD
bottle electrical connectors by re-routing the electrical harness.

(h) Inspections and Corrective Actions for Group 2 Airplanes

    For airplanes on which EMBRAER Service Bulletin 170-26-0011,
dated December 1, 2011 (for Model ERJ 170-100 LR, -100 STD, -100 SE,
and -100 SU airplanes; and Model ERJ 170-200 LR, -200 SU, and -200
STD airplanes); EMBRAER Service Bulletin 190-26-0011, dated December
1, 2011 (for Model ERJ 190-100 STD, -100 LR, -100 ECJ, and -100 IGW
airplanes; and Model ERJ 190-200 STD, -200 LR, and -200 IGW
airplanes); or EMBRAER Service Bulletin 190LIN-26-0006, dated
December 1, 2011 (for Model ERJ 190-100 STD, -100 LR, -100 ECJ, and
-100 IGW airplanes; and Model ERJ 190-200 STD, -200 LR, and -200 IGW
airplanes); has been accomplished as of the effective date of this
AD: Within 3,000 flight hours after the effective date of this AD,
do the actions specified in paragraphs (h)(1) and (h)(2) of this AD.
All actions must be done in accordance with Part III of the
Accomplishment Instructions of EMBRAER Service Bulletins 170-26-
0011, Revision 01, dated June 19, 2012 (for Model ERJ 170-100 LR, -
100 STD, -100 SE, and -100 SU airplanes; and Model ERJ 170-200 LR, -
200 SU, and -200 STD airplanes); EMBRAER Service Bulletin 190-26-
0011, Revision 01, dated June 19, 2012 (for Model ERJ 190-100 STD, -
100 LR, -100 ECJ, and -100 IGW airplanes; and Model ERJ 190-200 STD,
-200 LR, and -200 IGW airplanes); or EMBRAER Service Bulletin
190LIN-26-0006, Revision

01, dated June 19, 2012 (for Model ERJ 190-100 STD, -100 LR, -100
ECJ, and -100 IGW airplanes; and Model ERJ 190-200 STD, -200 LR, and
-200 IGW airplanes).
    (1) Do a general visual inspection of the HRD bottle to
determine if it is correctly installed and if the pressure switch is
in the correct position. If the bottle is not correctly installed or
the pressure switch is in the incorrect position, before further
flight, remove and re-install the HRD bottle.
    (2) Inspect the HRD and LRD bottle discharge heads to determine
the part number. If the part number of the discharge heads is not
the part number specified in Figure 3 of EMBRAER Service Bulletin
170-26-0011, Revision 01, dated June 19, 2012 (for Model ERJ 170-100
LR, -100 STD, -100 SE, and -100 SU airplanes; and Model ERJ 170-200
LR, -200 SU, and -200 STD airplanes); EMBRAER Service Bulletin 190-
26-0011, Revision 01, dated June 19, 2012 (for Model ERJ 190-100
STD, -100 LR, -100 ECJ, and -100 IGW airplanes; and Model ERJ 190-
200 STD, -200 LR, and -200 IGW airplanes); or EMBRAER Service
Bulletin 190LIN-26-0006, Revision 01, dated June 19, 2012 (for Model
ERJ 190-100 STD, -100 LR, -100 ECJ, and -100 IGW airplanes; and
Model ERJ 190-200 STD, -200 LR, and -200 IGW airplanes), before
further flight, replace the discharge bottle with a discharge bottle
having the same part number.

(i) Other FAA AD Provisions

    The following provisions also apply to this AD:
    (1) Alternative Methods of Compliance (AMOCs): The Manager,
International Branch, ANM-116, 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 International
Branch, send it to ATTN: Cindy Ashforth, Aerospace Engineer,
International Branch, ANM-116, Transport Airplane Directorate, FAA,
1601 Lind Avenue SW., Renton, WA 98057-3356; telephone (425) 227-
2768; fax<PHONE_NUMBER>. Information may be emailed to<EMAIL_ADDRESS>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. The AMOC approval letter must
specifically reference this AD.
    (2) Airworthy Product: For any requirement in this AD to obtain
corrective actions from a manufacturer or other source, use these
actions if they are FAA-approved. Corrective actions are considered
FAA-approved if they are approved by the State of Design Authority
(or their delegated agent). You are required to assure the product
is airworthy before it is returned to service.

(j) Related Information

    (1) Refer to MCAI Brazilian Airworthiness Directives 2012-07-01
and 2012-07-02, both effective July 30, 2012, and the service
bulletins identified in paragraphs (j)(1)(i), (j)(1)(ii), and
(j)(1)(iii) of this AD, for related information.
    (i) EMBRAER Service Bulletin 170-26-0011, Revision 01, dated
June 19, 2012.
    (ii) EMBRAER Service Bulletin 190-26-0011, Revision 01, dated
June 19, 2012.
    (iii) EMBRAER Service Bulletin 190LIN-26-0006, Revision 01,
dated June 19, 2012.
    (2) For service information identified in this AD, contact
Embraer S.A., Technical Publications Section (PC 060), Av.
Brigadeiro Faria Lima, 2170-Putim-12227-901 S[atilde]o Jose dos
Campos-SP-BRASIL; telephone +55 12 3927-5852 or +55 12 3309-0732;
fax +55 12 3927-7546; email<EMAIL_ADDRESS>Internet http://www.flyembraer.com. You may review copies of the referenced service
information at the FAA, Transport Airplane Directorate, 1601 Lind
Avenue SW., Renton, WA. For information on the availability of this
material at the FAA, call<PHONE_NUMBER>.

    Issued in Renton, Washington, on October 5, 2012.
Ali Bahrami,
Manager, Transport Airplane Directorate, Aircraft Certification
Service.
[FR Doc. 2012-25459 Filed 10-15-12; 8:45 am]
BILLING CODE 4910-13-P


[Federal Register Volume 79, Number 135 (Tuesday, July 15, 2014)]
[Notices]
[Page 41350]
[FR Doc No: 2014-16538]

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

DEPARTMENT OF TRANSPORTATION

Federal Aviation Administration

[Summary Notice No. PE-2014-43]

Petition for Exemption; Summary of Petition Received

AGENCY: Federal Aviation Administration (FAA), DOT.

ACTION: Notice of petition for exemption received.

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

SUMMARY: This notice contains a summary of a petition seeking relief
from specified requirements of 14 CFR. The purpose of this notice is to
improve the public's awareness of, and participation in, this aspect of
FAA's regulatory activities. Neither publication of this notice nor the
inclusion or omission of information in the summary is intended to
affect the legal status of the petition or its final disposition.

DATES: Comments on this petition must identify the petition docket
number and must be received on or before August 4, 2014.

ADDRESSES: You may send comments identified by Docket Number FAA-2014-
0397 using any of the following methods:
     Government-wide rulemaking Web site: Go to http://www.regulations.gov and follow the instructions for sending your
comments electronically.
     Mail: Send comments to the Docket Management Facility;
U.S. Department of Transportation, 1200 New Jersey Avenue SE., West
Building Ground Floor, Room W12-140, Washington, DC 20590.
     Fax: Fax comments to the Docket Management Facility at
202-493-2251.
     Hand Delivery: Bring comments to the Docket Management
Facility in Room W12-140 of the West Building Ground Floor at 1200 New
Jersey Avenue SE., Washington, DC, between 9 a.m. and 5 p.m., Monday
through Friday, except Federal holidays.
    Privacy: We will post all comments we receive, without change, to
http://www.regulations.gov, including any personal information you
provide. Using the search function of our docket Web site, anyone can
find and read the comments received into any of our dockets, including
the name of the individual sending the comment (or signing the comment
for an association, business, labor union, etc.). You may review DOT's
complete Privacy Act Statement in the Federal Register published on
April 11, 2000 (65 FR 19477-78).
    Docket: To read background documents or comments received, go to
http://www.regulations.gov at any time or to the Docket Management
Facility in Room W12-140 of the West Building Ground Floor at 1200 New
Jersey Avenue SE., Washington, DC, between 9 a.m. and 5 p.m., Monday
through Friday, except Federal holidays.

FOR FURTHER INFORMATION CONTACT: Jake Troutman,<PHONE_NUMBER>, 800
Independence Avenue SW., Washington, DC, 20951.
    This notice is published pursuant to 14 CFR 11.85.

    Issued in Washington, DC, on July 9, 2014.
Brenda D. Courtney,
Acting Director, Office of Rulemaking.

Petition for Exemption

    Docket No.: FAA-2014-0397
    Petitioner: Yamaha Motor Corporation, U.S.A.
    Section of 14 CFR: parts 21, 27, 137, 45.23(b), 61.113(a) and (b),
91.7(a), 91.9(b)(2), 91.103, 91.109, 91.119, 91.121, 91.151(b),
91.203(a) and (b), 91.405(a), 91.407(a)(1), 91.409(a)(2), 91.417(a) and
(b), and 91.1501.
    Description of Relief Sought: Yamaha Motor Corporation, U.S.A.
requests an exemption for the purpose of operating its remotely-piloted
helicopter, the RMAX, to provide commercial agricultural-related
services in the United States.

[FR Doc. 2014-16538 Filed 7-14-14; 8:45 am]
BILLING CODE 4910-13-P


[Federal Register Volume 76, Number 234 (Tuesday, December 6, 2011)]
[Rules and Regulations]
[Pages 76060-76065]
[FR Doc No: 2011-31280]

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

DEPARTMENT OF HOMELAND SECURITY

Federal Emergency Management Agency

44 CFR Part 67

[Docket ID FEMA-2011-0002]

Final Flood Elevation Determinations

AGENCY: Federal Emergency Management Agency, DHS.

ACTION: Final rule.

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

SUMMARY: Base (1% annual-chance) Flood Elevations (BFEs) and modified
BFEs are made final for the communities listed below. The BFEs and
modified BFEs are the basis for the floodplain management measures that
each community is required either to adopt or to show evidence of being
already in effect in order to qualify or remain qualified for
participation in the National Flood Insurance Program (NFIP).

DATES: The date of issuance of the Flood Insurance Rate Map (FIRM)
showing BFEs and modified BFEs for each community. This date may be
obtained by contacting the office where the maps are available for
inspection as indicated in the table below.

ADDRESSES: The final BFEs for each community are available for
inspection at the office of the Chief Executive Officer of each
community. The respective addresses are listed in the table below.

FOR FURTHER INFORMATION CONTACT: Luis Rodriguez, Chief, Engineering
Management Branch, Federal Insurance and Mitigation Administration,
Federal Emergency Management Agency, 500 C Street SW., Washington, DC
20472,<PHONE_NUMBER>, or (email<EMAIL_ADDRESS>
SUPPLEMENTARY INFORMATION: The Federal Emergency Management Agency
(FEMA) makes the final determinations listed below for the modified
BFEs for each community listed. These modified elevations have been
published in newspapers of local circulation and ninety (90) days have
elapsed since that publication. The Deputy Federal Insurance and
Mitigation Administrator has resolved any appeals resulting from this
notification.
    This final rule is issued in accordance with section 110 of the
Flood Disaster Protection Act of 1973, 42 U.S.C. 4104, and 44 CFR part
67. FEMA has developed criteria for floodplain management in floodprone
areas in accordance with 44 CFR part 60.
    Interested lessees and owners of real property are encouraged to
review the proof Flood Insurance Study and FIRM available at the
address cited below for each community.The BFEs and modified BFEs are
made final in the communities listed below. Elevations at selected
locations in each community are shown.
    National Environmental Policy Act. This final 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.
    Regulatory Classification. This final rule is not a significant
regulatory action under the criteria of section 3(f) of Executive Order
12866 of September 30, 1993, Regulatory Planning and Review, 58 FR
51735.
    Executive Order 13132, Federalism. This final rule involves no
policies that have federalism implications under Executive Order 13132.
    Executive Order 12988, Civil Justice Reform. This final 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 amended as follows:

PART 67--[AMENDED]

0
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.  67.11  [Amended]

0
2. The tables published under the authority of Sec.  67.11 are amended
as follows:

----------------------------------------------------------------------------------------------------------------
                                                                      * Elevation in
                                                                     feet  (NGVD)  +
                                                                    Elevation in feet
                                                                      (NAVD)   Depth in feet
           Flooding source(s)                    elevation             above ground      Communities  affected
                                                                    [caret] Elevation
                                                                     in  Meters (MSL)
                                                                         Modified

----------------------------------------------------------------------------------------------------------------
                                 Saline County, Illinois, and Incorporated Areas
                                             Docket No.: FEMA-B-1134
----------------------------------------------------------------------------------------------------------------
Bankston Fork (backwater effects from    At the confluence with                  +367  City of Harrisburg,
 Ohio River).                             Middle Fork Saline River.                     Unincorporated Areas of
                                                                                Saline County.
                                         Approximately 1,150 feet                +367
                                          upstream of St. Mary's
                                          Drive.
Brier Creek............................  At the confluence with                  +367  Unincorporated Areas of
                                          Middle Fork Saline River.                     Saline County.
                                         Approximately 0.53 mile                 +367
                                          upstream of Illinois
                                          Route 34.
Cockerel Branch (backwater effects from  Approximately 1.1 miles                 +367  Unincorporated Areas of
 Ohio River).                             downstream of County                          Saline County.
                                          Highway 13.
                                         At Thaxton Road..........               +367
Eldorado Tributary.....................  At the confluence with                  +367  Unincorporated Areas of
                                          Middle Fork Saline River.                     Saline County.

                                         Approximately 1,545 feet                +367
                                          downstream of Sutton
                                          Road.
Middle Fork Saline River (backwater      At the confluence with                  +367  City of Harrisburg,
 effects from Ohio River).                South Fork Saline River.                      Unincorporated Areas of
                                                                                Saline County, Village
                                                                                of Muddy.
                                         Approximately 2.4 miles                 +367
                                          upstream of Illinois
                                          Route 34.
Saline River (backwater effects from     Approximately 3.5 miles                 +367  Unincorporated Areas of
 Ohio River).                             downstream of Rocky                           Saline County.
                                          Branch Road.
                                         At the confluence of                    +367
                                          Middle Fork and South
                                          Fork Saline River.
South Fork Saline River (backwater       At the confluence with                  +367  Unincorporated Areas of
 effects from Ohio River).                Middle Fork Saline River.                     Saline County.
                                         Approximately 2.0 miles                 +367
                                          downstream of Illinois
                                          Route 34.
----------------------------------------------------------------------------------------------------------------
* National Geodetic Vertical Datum.
+ North American Vertical Datum.
 Depth in feet above ground.
[caret] Mean Sea Level, rounded to the nearest 0.1 meter.
                                                    ADDRESSES

City of Harrisburg
Maps are available for inspection at City Hall, 110 East Locust Street, Harrisburg, IL 62946.

Village of Muddy
Maps are available for inspection at the Village Hall, 60 Maple Street, Muddy, IL 62965.
                                      Unincorporated Areas of Saline County
Maps are available for inspection at the Saline County Courthouse, 10 East Poplar Street, Harrisburg, IL 62946.
----------------------------------------------------------------------------------------------------------------

                                Calvert County, Maryland, and Incorporated Areas
                                             Docket No.: FEMA-B-1178
----------------------------------------------------------------------------------------------------------------
Hall Creek.............................  Approximately 1.2 miles                   +7  Unincorporated Areas of
                                          downstream of Southern                        Calvert County.
                                          Maryland Boulevard.
                                         Approximately 285 feet                   +67
                                          upstream of Chesapeake
                                          Beach 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.

                                                    ADDRESSES
                                     Unincorporated Areas of Calvert County
Maps are available for inspection at the Calvert County Services Plaza, 150 Main Street, Prince Frederick, MD
 20678.
----------------------------------------------------------------------------------------------------------------
                                   Ottawa County, Michigan (All Jurisdictions)
                                             Docket No.: FEMA-B-1089
----------------------------------------------------------------------------------------------------------------
Alward Drain...........................  At the confluence with                  +615  Charter Township of
                                          Rush Creek.                                   Georgetown, City of
                                                                                Hudsonville.
                                         Approximately 80 feet                   +623
                                          upstream of 36th Avenue.
Bareman Drain..........................  At the confluence with                  +615  Charter Township of
                                          County Drain No. 15 & 17.                     Holland.
                                         Approximately 80 feet                   +633
                                          upstream of Quincy
                                          Street.
Bark Creek.............................  At the confluence with                  +590  Township of Crockery.
                                          Bruces Bayou.
                                         Approximately 0.6 mile                  +590
                                          downstream of Cleveland
                                          Street.
Bass Creek.............................  At the confluence with                  +595  Charter Township of
                                          the Grand River.                              Allendale.
                                         Approximately 0.5 mile                  +595
                                          upstream of Bass Drive.
Bliss Creek Intercounty Drain..........  Approximately 975 feet                  +608  Charter Township of
                                          downstream of Port                            Georgetown.
                                          Sheldon Street.
                                         At the confluence with                  +646
                                          Knight Intercounty Drain.
Bliss Creek Intercounty Drain Diversion  At the downstream side of               +628  Charter Township of
 Channel.                                 Stonehenge Drive.                             Georgetown.
                                         At the divergence from                  +633
                                          Bliss Creek Intercounty
                                          Drain.
Buttermilk Creek.......................  Approximately 680 feet                  +618  City of Hudsonville,
                                          downstream of Oak Street.                     Charter Township of
                                                                                Jamestown.
                                         Approximately 155 feet                  +685
                                          upstream of Quincy
                                          Street.
Castle Creek...........................  At the confluence with                  +595  Charter Township of
                                          the Grand River.                              Polkton.
                                         Approximately 0.6 mile                  +595
                                          upstream of Leonard
                                          Street.

County Drain No. 15 & 17...............  At the confluence with                  +611  Charter Township of
                                          County Drain No. 8,                           Holland.
                                          North Holland Drain, and
                                          County Drain No. 40.
                                         Approximately 1,520 feet                +619
                                          upstream of Riley Street.
County Drain No. 28....................  At the confluence with                  +593  Charter Township of
                                          County Drain No. 40 and                       Holland.
                                          Windmill Creek.
                                         Approximately 125 feet                  +607
                                          upstream of James Street.
County Drain No. 4 & 43................  At the confluence with                  +597  Charter Township of
                                          Noordeloos Creek.                             Holland.
                                         Approximately 0.4 mile                  +597
                                          upstream of 104th Avenue.
County Drain No. 40....................  At the confluence with                  +593  Charter Township of
                                          County Drain No. 28 and                       Holland.
                                          Windmill Creek.
                                         At the confluence with                  +611
                                          County Drain No. 8,
                                          North Holland Drain, and
                                          County Drain No. 15 & 17.
County Drain No. 8 and North Holland     At the confluence with                  +611  Charter Township of
 Drain.                                   County Drain No. 15 & 17                      Holland.
                                          and County Drain No. 40.
                                         Approximately 130 feet                  +625
                                          upstream of Quincy
                                          Street.
Crockery Creek.........................  At the confluence with                  +591  Township of Crockery.
                                          the Grand River.
                                         At the upstream side of                 +591
                                          Fitzgerald Street.
DeWeerd Drain..........................  At the confluence with                  +610  Charter Township of
                                          Rush Creek.                                   Georgetown, City of
                                                                                Hudsonville, Charter
                                                                                Township of Jamestown.
                                         Approximately 570 feet                  +661
                                          upstream of I-196 North.
Deer Creek.............................  At the upstream side of I-              +614  Charter Township of
                                          96 West.                                      Polkton.
Deer Creek.............................  At the confluence with                  +597  Charter Township of
                                          the Grand River.                              Polkton, Charter
                                                                                Township of Tallmadge.
                                         Approximately 1 mile                    +597
                                          upstream of Leonard
                                          Street.
Deer Creek of Crockery.................  At the confluence with                  +589  Township of Crockery.
                                          Bruces Bayou.
                                         At the downstream side of               +589
                                          Leonard Road.
East Georgetown Shores Lake............  Entire shoreline.........               +609  Charter Township of
                                                                                Georgetown.
Fort Village Creek.....................  At the confluence with                  +591  Township of Crockery.
                                          Crockery Creek.
                                         Approximately 1,300 feet                +591
                                          downstream of 104th
                                          Avenue.
Grand River............................  Approximately 0.6 mile                  +588  Charter Township of
                                          upstream of the                               Allendale, Charter
                                          confluence with Mill                          Township of Polkton,
                                          House Bayou.                                  Township of Crockery,
                                                                                Township of Robinson,
                                                                                Charter Township of
                                                                                Tallmadge.
                                         Approximately 350 feet                  +600
                                          upstream of Lake
                                          Michigan Drive.
Huizenga Intercounty Drain.............  At the confluence with                  +606  Charter Township of
                                          Rush Creek.                                   Georgetown.
                                         At the downstream side of               +616
                                          Kenowa Avenue Southwest.
Knight Intercounty Drain...............  At the confluence with                  +646  Charter Township of
                                          Bliss Creek Intercounty                       Georgetown, Charter
                                          Drain.                                        Township of Jamestown.
                                         At the downstream side of               +651
                                          Kenowa Avenue Southwest.
Little Robinson Bayou..................  At the confluence with                  +588  Township of Robinson.
                                          the Grand River.
                                         At the downstream side of               +588
                                          128th Avenue.
Macatawa River/Black Creek of Zeeland    Approximately 0.8 mile                  +584  Charter Township of
 Drain.                                   upstream of River Avenue.                     Holland, Charter
                                                                                Township of Zeeland,
                                                                                City of Holland.
                                         Approximately 400 feet                  +607
                                          upstream of Felch Street.
Meadowbrook Drain......................  At the confluence with                  +616  Charter Township of
                                          Bliss Creek Intercounty                       Georgetown.
                                          Drain.
                                         Approximately 620 feet                  +618
                                          upstream of 8th Avenue.
Miller I.C.............................  At the confluence with                  +646  Charter Township of
                                          Bliss Creek Intercounty                       Georgetown, Charter
                                          Drain and Knight                              Township of Jamestown.
                                          Intercounty Drain.
                                         Approximately 600 feet                  +650
                                          downstream of Ransom
                                          Street Southwest.
Morning Dew Lake.......................  Entire shoreline.........               +610  Charter Township of
                                                                                Holland.
Noordeloos Creek.......................  At the confluence with                  +597  City of Holland, City of
                                          Black Creek of Zeeland                        Zeeland, Charter
                                          Drain.                                        Township of Holland.
                                         At the downstream side of               +600
                                          PawPaw Road.

Northwest Branch of Rush Creek.........  At the upstream side of                 +615  Charter Township of
                                          40th Avenue.                                  Georgetown.
                                         At the downstream side of               +635
                                          48th Avenue.
Ottawa Creek & Ext. Drain/Ottawa Creek/  At the confluence with                  +599  Charter Township of
 Curry Drain.                             the Grand River.                              Allendale.
                                         Approximately 125 feet                  +599
                                          downstream of 40th
                                          Avenue.
Rush Creek.............................  At the upstream side of                 +606  Charter Township of
                                          Main Street.                                  Georgetown, City of
                                                                                Hudsonville.
                                         At the downstream side of               +615
                                          40th Avenue.
South Branch...........................  At the confluence with                  +602  Charter Township of
                                          Black Creek of Zeeland                        Zeeland.
                                          Drain.
                                         Approximately 0.6 mile                  +602
                                          downstream of Lizbeth
                                          Drive.
Sterns Bayou and Sterns Creek..........  At the downstream                       +588  Township of Robinson.
                                          corporate limits of the
                                          Township of Robinson.
                                         At the downstream side of               +588
                                          Ferris Street.
Traders Creek..........................  At the confluence with                  +597  Charter Township of
                                          the Grand River.                              Allendale.
                                         Approximately 830 feet                  +597
                                          downstream of 60th
                                          Avenue.
Trout Drain............................  At the confluence with                  +612  Charter Township of
                                          DeWeerd Drain.                                Georgetown, City of
                                                                                Hudsonville.
                                         Approximately 315 feet                  +623
                                          west of 22nd Avenue.
Tulip Intercounty Drain................  At the confluence with                  +597  Charter Township of
                                          Black Creek of Zeeland                        Holland.
                                          Drain.
                                         Approximately 0.4 mile                  +597
                                          upstream of Adams Street.
Unnamed Tributary 1 to Buttermilk Creek  At the confluence with                  +651  City of Hudsonville.
                                          Buttermilk Creek.
                                         Approximately 105 feet                  +670
                                          upstream of I-196 North.
Unnamed Tributary 1 to Crockery Creek..  At the confluence with                  +591  Township of Crockery.
                                          Crockery Creek.
                                         Approximately 850 feet                  +591
                                          downstream of Leonard
                                          Street.
Unnamed Tributary 1 to Grand River.....  At the confluence with                  +594  Charter Township of
                                          the Grand River.                              Polkton.
                                         Approximately 1,900 feet                +594
                                          upstream of the
                                          confluence with the
                                          Grand River.
Unnamed Tributary 2 to Buttermilk Creek  At the confluence with                  +673  Charter Township of
                                          Buttermilk Creek.                             Jamestown.
                                         Approximately 100 feet                  +702
                                          downstream of Quincy
                                          Street.
Unnamed Tributary 2 to Crockery Creek..  At the confluence with                  +591  Township of Crockery.
                                          Crockery Creek.
                                         At the downstream side of               +591
                                          I-96 East.
Unnamed Tributary 2 to Grand River.....  At the confluence with                  +596  Charter Township of
                                          the Grand River.                              Polkton.
                                         Approximately 780 feet                  +596
                                          upstream of Leonard
                                          Street.
Unnamed Tributary 3 to Crockery Creek..  At the confluence with                  +591  Township of Crockery.
                                          Crockery Creek.
                                         At the downstream side of               +591
                                          104th Avenue.
Unnamed Tributary 3 to Grand River.....  At the confluence with                  +596  Charter Township of
                                          the Grand River.                              Polkton.
                                         Approximately 930 feet                  +596
                                          upstream of Leonard
                                          Street.
Unnamed Tributary 4 to Crockery Creek..  At the confluence with                  +591  Township of Crockery.
                                          Crockery Creek.
                                         Approximately 850 feet                  +591
                                          downstream of Fitzgerald
                                          Street.
Unnamed Tributary 4 to Grand River.....  At the confluence with                  +596  Charter Township of
                                          the Grand River.                              Polkton.
                                         Approximately 1,400 feet                +596
                                          upstream of Leonard
                                          Street.
Unnamed Tributary to Bark Creek........  At the confluence with                  +590  Township of Crockery.
                                          Bark Creek.
                                         At the downstream side of               +590
                                          Leonard Road.
Unnamed Tributary of Bruces Bayou......  At the confluence with                  +589  Township of Crockery.
                                          Bruces Bayou.
                                         Approximately 0.5 mile                  +589
                                          upstream of the
                                          confluence with Bruces
                                          Bayou.
Unnamed Tributary to Castle Creek......  At the confluence with                  +595  Charter Township of
                                          Castle Creek.                                 Polkton.
                                         Approximately 1,200 feet                +595
                                          upstream of the
                                          confluence with Castle
                                          Creek.
Vans Bypass............................  At the confluence with                  +618  Charter Township of
                                          Bareman Drain.                                Holland.
                                         At the divergence from                  +619
                                          County Drain No. 15 & 17.

West Georgetown Shores Lake............  Entire shoreline.........               +609  Charter Township of
                                                                                Georgetown.
Windmill Creek.........................  At the confluence with                  +593  Charter Township of
                                          Macatawa River.                               Holland.
                                         At the confluence with                  +593
                                          County Drain No. 28 and
                                          County Drain No. 40.
----------------------------------------------------------------------------------------------------------------
* National Geodetic Vertical Datum.
+ North American Vertical Datum.
 Depth in feet above ground.
[caret] Mean Sea Level, rounded to the nearest 0.1 meter.

                                                    ADDRESSES
Charter Township of Allendale
Maps are available for inspection at 6676 Lake Michigan Drive, Allendale, MI 49401.

Charter Township of Georgetown
Maps are available for inspection at 1515 Baldwin Street, Jenison, MI 49429.

Charter Township of Holland
Maps are available for inspection at 353 North 120th Avenue, Holland, MI 49422.

Charter Township of Jamestown
Maps are available for inspection at 2380 Riley Street, Jamestown, MI 49427.

Charter Township of Polkton
Maps are available for inspection at 6900 Arthur Street West, Coopersville, MI 49404.

Charter Township of Tallmadge
Maps are available for inspection at O-1451 Leonard Street Northwest, Grand Rapids, MI 49534.

Charter Township of Zeeland
Maps are available for inspection at 6582 Byron Road, Zeeland, MI 49464.

City of Holland
Maps are available for inspection at 270 River Avenue, Holland, MI 49423.

City of Hudsonville
Maps are available for inspection at 3275 Central Boulevard, Hudsonville, MI 49426.

City of Zeeland
Maps are available for inspection at 21 South Elm Street, Zeeland, MI 49464.

Township of Crockery
Maps are available for inspection at 17431 112th Avenue, Nunica, MI 49448.

Township of Robinson
Maps are available for inspection at 12010 120th Avenue, Grand Haven, MI 49417.
----------------------------------------------------------------------------------------------------------------

                                Perry County, Mississippi, and Incorporated Areas
                                             Docket No.: FEMA-B-1148
----------------------------------------------------------------------------------------------------------------
Leaf River.............................  Approximately 0.6 mile                   +89  Unincorporated Areas of
                                          downstream of State                           Perry County.
                                          Highway 15.
                                         Approximately 0.5 mile                   +91
                                          upstream of State
                                          Highway 15.
----------------------------------------------------------------------------------------------------------------
* National Geodetic Vertical Datum.
+ North American Vertical Datum.
 Depth in feet above ground.
[caret] Mean Sea Level, rounded to the nearest 0.1 meter.

                                                    ADDRESSES
                                      Unincorporated Areas of Perry County
Maps are available for inspection at the Perry County Courthouse, 103 1st Street, New Augusta, MS 39462.
----------------------------------------------------------------------------------------------------------------
                               Bayfield County, Wisconsin, and Incorporated Areas
                                             Docket No.: FEMA-B-1153
----------------------------------------------------------------------------------------------------------------
Lake Superior..........................  Entire shoreline within                 +605  City of Bayfield, City of
                                          community.                                    Washburn, Red Cliff Band
                                                                                of Lake Superior
                                                                                Chippewa, Unincorporated
                                                                                Areas of Bayfield
                                                                                County.
Lower Eau Claire Lake..................  Entire shoreline within                +1124  Unincorporated Areas of
                                          community.                                    Bayfield County.
Middle Eau Claire Lake.................  Entire shoreline within                +1128  Unincorporated Areas of
                                          community.                                    Bayfield County.

Namekagon Lake.........................  Entire shoreline within                +1398  Unincorporated Areas of
                                          community.                                    Bayfield County.
Upper Eau Claire Lake..................  Entire shoreline within                +1137  Unincorporated Areas of
                                          community.                                    Bayfield County.
----------------------------------------------------------------------------------------------------------------
* National Geodetic Vertical Datum.
+ North American Vertical Datum.
 Depth in feet above ground.
[caret] Mean Sea Level, rounded to the nearest 0.1 meter.

                                                    ADDRESSES
City of Bayfield
Maps are available for inspection at 125 South 1st Street, Bayfield, WI 54814.

City of Washburn
Maps are available for inspection at 119 Washington Avenue, Washburn, WI 54891.

Red Cliff Band of Lake Superior Chippewa
Maps are available for inspection at 88385 State Highway 13, Bayfield, WI 54814.

                                     Unincorporated Areas of Bayfield County
Maps are available for inspection at 117 East 5th Street, Washburn, WI 54891.
----------------------------------------------------------------------------------------------------------------

                                Forest County, Wisconsin, and Incorporated Areas
                                             Docket No.: FEMA-B-1155
----------------------------------------------------------------------------------------------------------------
Metonga Lake...........................  Entire shoreline within                +1599  Unincorporated Areas of
                                          community.                                    Forest County.
Peshtigo Lake..........................  Entire shoreline within                +1591  Unincorporated Areas of
                                          community.                                    Forest County.
Roberts Lake...........................  Entire shoreline within                +1594  Unincorporated Areas of
                                          community.                                    Forest County.
----------------------------------------------------------------------------------------------------------------
* National Geodetic Vertical Datum.
+ North American Vertical Datum.
 Depth in feet above ground.
[caret] Mean Sea Level, rounded to the nearest 0.1 meter.

                                                    ADDRESSES
                                      Unincorporated Areas of Forest County
Maps are available for inspection at 200 East Madison Avenue, Crandon, WI 54520.
----------------------------------------------------------------------------------------------------------------

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

    Dated: November 18, 2011.
Sandra K. Knight,
Deputy Federal Insurance and Mitigation Administrator, Mitigation,
Department of Homeland Security, Federal Emergency Management Agency.
[FR Doc. 2011-31280 Filed 12-5-11; 8:45 am]
BILLING CODE 9110-12-P