[Federal Register Volume 77, Number 54 (Tuesday, March 20, 2012)]
[Rules and Regulations]
[Pages 16137-16139]
[FR Doc No: 2012-5622]

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DEPARTMENT OF TRANSPORTATION

Federal Aviation Administration

14 CFR Part 39

[Docket No. FAA-2011-0454; Directorate Identifier 2009-SW-54-AD;
Amendment 39-16973; AD 2012-05-01]
RIN 2120-AA64

Airworthiness Directives; Eurocopter France Model Helicopters

AGENCY: Federal Aviation Administration (FAA), DOT.

ACTION: Final rule.

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SUMMARY: We are adopting a new airworthiness directive (AD) for the
Eurocopter France (ECF) Model SA-365C, SA-365C1, SA-365C2, SA-365N, SA-
365N1, AS-365N2, AS 365 N3, and SA-366G1 helicopters. This AD was
prompted by some reports of deterioration and two reports of failure of
Starflex star arm ends. The actions are intended to modify the main
rotor frequency adapters to reduce the temperature in the area, to
prevent failure of the star arm end, severe vibration, and subsequent
loss of control of the helicopter.

DATES: This AD is effective on April 24, 2012.
    The Director of the Federal Register approved the incorporation by
reference of certain documents listed in this AD as of April 24, 2012.

ADDRESSES: For service information identified in this AD, contact
American Eurocopter Corporation, 2701 Forum Drive, Grand Prairie, Texas
75053-4005, telephone<PHONE_NUMBER>, fax (972)

641-3710 or at http://www.eurocopter.com. You may review a copy of the
referenced service information at the FAA, Office of the Regional
Counsel, Southwest Region, 2601 Meacham Blvd., Room 663, Fort Worth,
Texas 76137.
    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 AD, any
incorporated-by-reference service information, the economic evaluation,
any comments received, and other information. The street address for
the Docket Operations Office (telephone:<PHONE_NUMBER>) is U.S.
Department of Transportation, Docket Operations Office, M-30, West
Building Ground Floor, Room W12-140, 1200 New Jersey Avenue SE.,
Washington, DC 20590.

FOR FURTHER INFORMATION CONTACT: Gary Roach, ASW-111, Aviation Safety
Engineer, Rotorcraft Directorate, Regulations and Guidance Group, 2601
Meacham Blvd., Fort Worth, Texas 76137, telephone<PHONE_NUMBER>, fax
(817) 222-5961, email<EMAIL_ADDRESS>
SUPPLEMENTARY INFORMATION:

Discussion

    On May 13, 2011, at 76 FR 27954, the Federal Register published our
notice of proposed rulemaking (NPRM), which proposed to amend 14 CFR
part 39 to include an AD that would apply to ECF Model SA-365C, SA-
365C1, SA-365C2, SA-365N, SA-365N1, AS-365N2, AS 365 N3, and SA-366G1
helicopters, certificated in any category. The proposed requirements
were intended to modify the main rotor frequency adapters to reduce the
temperature in the area, to prevent failure of the star arm end, severe
vibration, and subsequent loss of control of the helicopter.
    The European Aviation Safety Agency (EASA), which is the Technical
Agent for the Member States of the European Union, has issued EASA
Emergency AD (EAD) No. 2006-0362-E, dated November 30, 2006, to correct
an unsafe condition for the specified Eurocopter model helicopters.
EASA advises that this EAD is issued following some reports of
deterioration and two reports of failure of Starflex star arm ends.
EASA states that these deteriorations ``generated high-amplitude
vibrations in flight, compelling the pilot to carry out a precautionary
landing, in each of these cases. The failure of the Starflex star arm
end could make it impossible to control the helicopter. These
deteriorations are due to the strong effect of temperature on the
strength of the bush-to-Starflex star arm end attachment.'' As a
result, EASA issued its EAD to require modification (MOD 0762C39) of
the frequency adapters and the frequency adapter bushes to improve the
ventilation in the area on the star arm end on ``helicopters operated
in hot climatic conditions and/or tropical and damp atmosphere.''

Comments

    We gave the public an opportunity to participate in developing this
AD, but we did not receive any comments on the NPRM.

FAA's Determination

    We have reviewed the relevant information and determined that an
unsafe condition exists and is likely to exist or develop on other
helicopters of these same type designs and that air safety and the
public interest require adopting the AD requirements as proposed except
for minor editorial and formatting changes. These minor editorial
changes are consistent with the intent of the proposals in the NPRM and
will not increase the economic burden on any operator nor increase the
scope of this AD.

Differences Between This AD and the EASA AD

    This AD differs from the EASA AD as follows:
     We refer to flight hours as hours time-in-service.
     We refer to a check as an inspection because it is an
action performed by maintenance personnel rather than a pilot.
     We omit the phrase ``hot climatic conditions and/or in
tropical and damp atmosphere'' because it is unenforceable.

Related Service Information

    ECF has issued one Emergency Alert Service Bulletin, dated November
23, 2006, with four different numbers: No. 62.00.24 is for the civil
Model SA-365 N, AS-365N1, AS-365N2, and AS 365 N3; No. 62.14 is for the
civil Model SA-366G1; No. 65.45 is for the Model SA-365C, C1, and C2;
and No. 62.00.10 is for the non-FAA type certificated military Model
565 helicopters. The actions described in the EASA AD are intended to
correct the same unsafe condition as that identified in the service
information.

Costs of Compliance

    We estimate that this AD will affect about 37 helicopters of U.S.
registry. We estimate that operators may incur the following costs in
order to comply with this AD:
     $1,020 assuming 12 work-hours per helicopter to modify the
frequency adapters and bushes at an average labor rate of $85 per work-
hour, and
     $960 per helicopter for required parts.
    Based on these figures, we estimate the cost of the AD on U.S.
operators to be $73,260.

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 helicopters identified in this
rulemaking action.

Regulatory Findings

    This AD will not have federalism implications under Executive Order
13132. This AD will 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 that this AD:
    (1) Is not a ``significant regulatory action'' under Executive
Order 12866,
    (2) Is not a ``significant rule'' under DOT Regulatory Policies and
Procedures (44 FR 11034, February 26, 1979),
    (3) Will not affect intrastate aviation in Alaska to the extent
that it justifies making a regulatory distinction; 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 an economic evaluation of the estimated costs to comply
with this 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.

Adoption of the Amendment

    Accordingly, under the authority delegated to me by the
Administrator, the FAA amends 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):

2012-05-01 Eurocopter France: Amendment 39-16973; Docket No. FAA-
2011-0454; Directorate Identifier 2009-SW-54-AD.

(a) Applicability

    This AD applies to Model SA-365C, SA-365C1, SA-365C2, SA-365N,
SA-365N1, AS-365N2, AS 365 N3, and SA-366G1 helicopters,
certificated in any category.

(b) Unsafe Condition

    This AD defines the unsafe condition as deterioration and
failure of Starflex star arm ends. These deteriorations generated
high-amplitude vibrations in flight requiring precautionary
landings. These deteriorations are due to the strong effect of
temperature on the strength of the bush-to-Starflex star arm end
attachment and require modification of the frequency adapters and
the frequency adapter bushes to improve the ventilation in the area
on the star arm end. This condition could result in failure of the
star arm end, severe vibration, and subsequent loss of control of
the helicopter.

(c) Effective Date

    This AD becomes effective April 24, 2012.

(d) Compliance

    You are responsible for performing each action required by this
AD within the specified compliance time unless it has already been
accomplished prior to that time.

(e) Required Actions

    (1) For a main rotor head frequency adapter, pre MOD 0762C39,
within 110 hours time-in-service (TIS), remove the main rotor
blades, modify the frequency adapters and bushes, and change the
part number of the frequency adapter as shown in Figures 1 through 5
and by following the Accomplishment Instructions, paragraph 2.B.2.,
of Eurocopter Emergency Alert Service Bulletin (EASB) No. 62.00.24
for the Model SA-365N, N1, AS-365N2, and AS 365 N3; No. 62.14 for
the Model SA-366G1; and No. 65.45 for the Model SA-365C, C1, and C2
helicopters; all dated November 23, 2006. This modification is MOD
0762C39.
    (2) For each main rotor head frequency adapter modified per MOD
0762C39, within 10 hours TIS, unless accomplished previously, and
thereafter at intervals not to exceed 10 hours TIS, inspect to
determine whether the safety wire is in place on the trailing edge
of the frequency adapter and whether the holes in the frequency
adapters and the frequency adapter bushes, as shown in Figure 5 of
the EASB for your model helicopter, are blocked.
    (i) If the lockwire is missing from the trailing edge of the
frequency adapter, before further flight, reposition the bush if it
has turned and install more safety wire.
    (ii) If a hole is blocked, before further flight, unblock the
hole.
    (3) Before installing a frequency adapter or bush, modify the
frequency adapter or bush and change the part number in accordance
with paragraph (e)(1) of this AD.

(f) Alternative Methods of Compliance (AMOCs)

    (1) The Manager, Safety Management Group, DOT/FAA Southwest
Region, FAA, may approve AMOCs for this AD. Send your proposal to:
Gary Roach, ASW-111, Aviation Safety Engineer, Rotorcraft
Directorate, Regulations and Guidance Group, 2601 Meacham Blvd.,
Fort Worth, Texas 76137, telephone<PHONE_NUMBER>, fax (817) 222-
5961, email<EMAIL_ADDRESS>    (2) For operations conducted under a Part 119 operating
certificate or under Part 91, Subpart K, we suggest that you notify
your principal inspector, or lacking a principal inspector, the
manager of the local flight standards district office or certificate
holding district office, before operating any aircraft complying
with this AD through an AMOC.

(g) Additional Information

    (1) The Eurocopter EASB contains four different EASB numbers;
three (Nos. 62.00.24, 62.14, and 65.45) apply to different civil
Eurocopter model helicopters; and one (No. 62.00.10) only applies to
non-FAA type-certificated military Model 565 helicopters and is not
incorporated by reference. You may review a copy of the referenced
service information at the FAA, Office of the Regional Counsel,
Southwest Region, 2601 Meacham Blvd., Room 663, Fort Worth, Texas
76137.
    (2) The subject of this AD is addressed in European Aviation
Safety Agency Emergency AD No. 2006-0362-E, dated November 30, 2006.

(h) Subject

    Joint Aircraft System/Component (JASC) Code 5311: Main Rotor
Head.

(i) Material Incorporated by Reference

    (1) The Director of the Federal Register approved the
incorporation by reference (IBR) of the following service
information under 5 U.S.C. 552(a) and 1 CFR part 51.
    (2) You must use the following service information to do the
actions required by this AD, unless the AD specifies otherwise.
    (i) Eurocopter Emergency Alert Service Bulletin (EASB) No.
62.00.24 (for the civil Model SA-365 N, AS-365N1, AS-365N2, and AS
365 N3), Revision 0, dated November 23, 2006
    (ii) Eurocopter EASB No. 62.14 (for the civil Model SA-366G1),
Revision 0, dated November 23, 2006
    (iii) Eurocopter EASB No. 65.45 (for the Model SA-365C, C1, and
C2), Revision 0, dated November 23, 2006

    Note to paragraph (i)(2): These service bulletins were issued
together as one document along with Eurocopter EASB No. 62.00.10
(for the non-FAA type certificated military Model 565 helicopters),
which is not incorporated by reference.

    (3) For service information identified in this AD, contact
American Eurocopter Corporation, 2701 Forum Drive, Grand Prairie,
Texas 75053-4005, telephone<PHONE_NUMBER>, fax<PHONE_NUMBER> or at
http://www.eurocopter.com.
    (4) You may review copies at the FAA, Office of the Regional
Counsel, Southwest Region, 2601 Meacham Blvd., Room 663, Fort Worth,
Texas, or at the National Archives and Records Administration
(NARA). For information on the availability of this material at
NARA, call<PHONE_NUMBER>, or go to: http://www.archives.gov/federal_register/code_of_federal_regulations/ibr_locations.html.

    Issued in Fort Worth, Texas, on February 24, 2012.
Lance T. Gant,
Acting Manger, Rotorcraft Directorate, Aircraft Certification Service.
[FR Doc. 2012-5622 Filed 3-19-12; 8:45 am]
BILLING CODE 4910-13-P


[Federal Register: July 2, 2009 (Volume 74, Number 126)]
[Proposed Rules]
[Page 31656-31666]
[DOCID:fr02jy09-14]

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DEPARTMENT OF HOMELAND SECURITY

Federal Emergency Management Agency

44 CFR Part 67

[Docket ID FEMA-2008-0020; Internal Agency Docket No. FEMA-B-1060]

Proposed Flood Elevation Determinations

AGENCY: Federal Emergency Management Agency, DHS.

ACTION: Proposed rule.

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SUMMARY: Comments are requested on the proposed Base (1 percent annual-
chance) Flood Elevations (BFEs) and proposed BFE modifications for the
communities listed in the table below. The purpose of this notice is to
seek general information and comment regarding the proposed regulatory
flood elevations for the reach described by the downstream and upstream
locations in the table below. The BFEs and modified BFEs are a part of
the floodplain management measures that the community is required
either to adopt or show evidence of having in effect in order to
qualify or remain qualified for participation in the National Flood
Insurance Program (NFIP). In addition, these elevations, once
finalized, will be used by insurance agents, and others to calculate
appropriate flood insurance premium rates for new buildings and the
contents in those buildings.

DATES: Comments are to be submitted on or before September 30, 2009.

ADDRESSES: The corresponding preliminary Flood Insurance Rate Map
(FIRM) for the proposed BFEs for each community are available for
inspection at the community's map repository. The respective addresses
are listed in the table below.
    You may submit comments, identified by Docket No. FEMA-B-1060, to
William R. Blanton, Jr., Chief, Engineering Management Branch,
Mitigation Directorate, Federal Emergency Management Agency, 500 C
Street, SW., Washington, DC 20472,<PHONE_NUMBER>, or (e-mail)
<EMAIL_ADDRESS>
FOR FURTHER INFORMATION CONTACT: William R. Blanton, Jr., Chief,
Engineering Management Branch, Mitigation Directorate, Federal
Emergency Management Agency, 500 C Street, SW., Washington, DC 20472,
(202) 646-3151 or (e-mail<EMAIL_ADDRESS>
SUPPLEMENTARY INFORMATION: The Federal Emergency Management Agency
(FEMA) proposes to make determinations of BFEs and modified BFEs for
each community listed below, in accordance with section 110 of the
Flood Disaster Protection Act of 1973, 42 U.S.C. 4104, and 44 CFR
67.4(a).

    These proposed BFEs and modified BFEs, together with the floodplain
management criteria required by 44 CFR 60.3, are the minimum that are
required. They should not be construed to mean that the community must
change any existing ordinances that are more stringent in their
floodplain management requirements. The community may at any time enact
stricter requirements of its own, or pursuant to policies established
by other Federal, State, or regional entities. These proposed
elevations are used to meet the floodplain management requirements of
the NFIP and are also used to calculate the appropriate flood insurance
premium rates for new buildings built after these elevations are made
final, and for the contents in these buildings.
    Comments on any aspect of the Flood Insurance Study and FIRM, other
than the proposed BFEs, will be considered. A letter acknowledging
receipt of any comments will not be sent.
    National Environmental Policy Act. This proposed rule is
categorically excluded from the requirements of 44 CFR part 10,
Environmental Consideration. An environmental impact assessment has not
been prepared.
    Regulatory Flexibility Act. As flood elevation determinations are
not within the scope of the Regulatory Flexibility Act, 5 U.S.C. 601-
612, a regulatory flexibility analysis is not required.
    Executive Order 12866, Regulatory Planning and Review. This
proposed rule is not a significant regulatory action under the criteria
of section 3(f) of Executive Order 12866, as amended.
    Executive Order 13132, Federalism. This proposed rule involves no
policies that have federalism implications under Executive Order 13132.
    Executive Order 12988, Civil Justice Reform. This proposed rule
meets the applicable standards of Executive Order 12988.

List of Subjects in 44 CFR Part 67

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

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

PART 67--[AMENDED]

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

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

Sec.  67.4  [Amended]

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

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                                                                                * Elevation in feet
                                                                                (NGVD) + Elevation in
                                                                                feet (NAVD)
                                                                                Depth in feet above
                State                      City/town/county                 Source of flooding                                     Location **                          ground [caret] Elevation
                                                                                in meters (MSL)
                                                                                -------------------------
                                                                                Existing     Modified
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                                                                                City of Williston, North Dakota
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North Dakota.........................  City of Williston.......  Sand Creek..............................  Approximately 105 feet downstream of Riverside Drive West..         None        +1852
                                                                                Approximately 2.57 miles upstream of 11th Street...........         None        +1941
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* National Geodetic Vertical Datum.
+ North American Vertical Datum.
 Depth in feet above ground.
[caret] Mean Sea Level, rounded to the nearest 0.1 meter.
** BFEs to be changed include the listed downstream and upstream BFEs, and include BFEs located on the stream reach between the referenced locations above. Please refer to the revised Flood
 Insurance Rate Map located at the community map repository (see below) for exact locations of all BFEs to be changed.

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

                                                                                ADDRESSES

City of Williston
Maps are available for inspection at 22 East Broadway, Williston, ND 58802.

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                                                                  * Elevation in feet
                                                                 (NGVD) + Elevation in
                                                                 feet (NAVD)
                                       Location of referenced     Depth in feet above
         Flooding source(s)                 elevation **       ground [caret] Elevation    Communities affected
                                                                    in meters (MSL)
                                                              --------------------------
                                                                Effective     Modified
----------------------------------------------------------------------------------------------------------------
                                 Perry County, Illinois, and Incorporated Areas
----------------------------------------------------------------------------------------------------------------
Beaucoup Creek......................  Approximately 200 feet          None         +407  Unincorporated Areas of
                                       upstream of the                                    Perry Co.
                                       railroad at the east
                                       end of Cedar Point
                                       Lane.
                                      Approximately 913 feet          None         +416
                                       upstream of the
                                       confluence with
                                       Railroad Tributary.
----------------------------------------------------------------------------------------------------------------
* National Geodetic Vertical Datum.
+ North American Vertical Datum.
 Depth in feet above ground.

[caret] Mean Sea Level, rounded to the nearest 0.1 meter.
** BFEs to be changed include the listed downstream and upstream BFEs, and include BFEs located on the stream
 reach between the referenced locations above. Please refer to the revised Flood Insurance Rate Map located at
 the community map repository (see below) for exact locations of all BFEs to be changed.

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

                                                    ADDRESSES

                                        Unincorporated Areas of Perry Co

Maps are available for inspection at Perry County Courthouse, 1 Public Square, Pinckneyville, IL 62274.
----------------------------------------------------------------------------------------------------------------
                                  Will County, Illinois, and Incorporated Areas
----------------------------------------------------------------------------------------------------------------
Jackson Creek.......................  At the confluence with          None         +627  Village of Manhattan.
                                       Jackson Branch Creek.
                                      Just downstream of              None         +752
                                       104th Avenue.
----------------------------------------------------------------------------------------------------------------
* National Geodetic Vertical Datum.
+ North American Vertical Datum.
 Depth in feet above ground.
[caret] Mean Sea Level, rounded to the nearest 0.1 meter.
** BFEs to be changed include the listed downstream and upstream BFEs, and include BFEs located on the stream
 reach between the referenced locations above. Please refer to the revised Flood Insurance Rate Map located at
 the community map repository (see below) for exact locations of all BFEs to be changed.

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

                                                    ADDRESSES

Village of Manhattan

Maps are available for inspection at 245 South State Street, Manhattan, IL 60442.
----------------------------------------------------------------------------------------------------------------
                                Woodford County, Illinois, and Incorporated Areas
----------------------------------------------------------------------------------------------------------------
Illinois River......................  Approximately 173.4             None         +460  Village of Bay View
                                       miles upstream of the                              Gardens.
                                       confluence with the
                                       Mississippi River
                                       (approximately Leisure
                                       Lane extended).
                                      Approximately 172 miles         None         +460
                                       upstream of the
                                       confluence with the
                                       Mississippi River
                                       (approximately 1,500
                                       feet upstream of Bruce
                                       Rich Lane extended).
Ten Mile Creek......................  Approximately 3 miles           None         +507  Unincorporated Areas of
                                       upstream of the                                    Woodford County.
                                       confluence with the
                                       Illinois River
                                       (approximately Ten
                                       Mile Creek Road
                                       extended).
                                      Approximately 3.2 miles         None         +512
                                       upstream of the
                                       confluence with the
                                       Illinois River
                                       (approximately 1,075
                                       feet upstream of Ten
                                       Mile Creek Road
                                       extended).
----------------------------------------------------------------------------------------------------------------
* National Geodetic Vertical Datum.
+ North American Vertical Datum.
 Depth in feet above ground.
[caret] Mean Sea Level, rounded to the nearest 0.1 meter.
** BFEs to be changed include the listed downstream and upstream BFEs, and include BFEs located on the stream
 reach between the referenced locations above. Please refer to the revised Flood Insurance Rate Map located at
 the community map repository (see below) for exact locations of all BFEs to be changed.

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

                                                    ADDRESSES

                                     Unincorporated Areas of Woodford County
Maps are available for inspection at Woodford County Courthouse, 115 North Main Street, Eureka, IL 61530.

Village of Bay View Gardens
Maps are available for inspection at Bay View Gardens Village Hall, 300 Garber Lane 8, East Peoria, IL
 61611.
----------------------------------------------------------------------------------------------------------------
                                 Black Hawk County, Iowa, and Incorporated Areas
----------------------------------------------------------------------------------------------------------------
Big Woods Creek.....................  Approximately 88 feet           None         +864  City of Cedar Falls,
                                       upstream of Lone Tree                              Unincorporated Areas
                                       Road.                                              of Black Hawk County.
                                      Just downstream of              None         +920
                                       Cedar-Wapsi Road.

Big Woods Creek Upper Diversion.....  Approximately 0.5 mile          None         +870  Unincorporated Areas of
                                       upstream of Mount                                  Black Hawk County.
                                       Vernon Road.
                                      Approximately 0.6 mile          None         +875
                                       upstream of Cedar-
                                       Wapsi Road.
Black Hawk Creek....................  Just upstream of West           +872         +870  Unincorporated Areas of
                                       Shaulis Road.                                      Black Hawk County,
                                                                                City of Hudson, City
                                                                                of Waterloo.
                                      Approximately 975 feet          +890         +891
                                       downstream of Zaneta
                                       Road.
Cedar River.........................  Just upstream of Lone           None         +864  City of Cedar Falls.
                                       Tree Road and
                                       Interstate 218.
                                      East of Big Woods Road          None         +864
                                       and approximately 0.3
                                       mile south of
                                       Dunkerton Road along
                                       Illinois Central Gulf
                                       Railroad.
Cedar River.........................  Approximately 0.6 mile          +858         +859  City of Cedar Falls,
                                       downstream of                                      City of Waterloo,
                                       Interstate 218.                                    Unincorporated Areas
                                                                                of Black Hawk County.
                                      Approximately 2.1 miles         +868         +869
                                       upstream of Center
                                       Street.
Cedar River Diversion Channel.......  Approximately 440 feet          +859         +860  City of Cedar Falls.
                                       downstream of State
                                       Highway 57.
                                      Approximately 1.3 miles         +864         +865
                                       upstream of Illinois
                                       Central Railroad.
City View Branch....................  Approximately 0.3 mile          +853         +847  City of Waterloo.
                                       downstream of
                                       Independence Avenue.
                                      Just downstream of              +857         +859
                                       Chicago and North
                                       Western Railroad.
Crane Creek.........................  Approximately 117 feet          None         +936  Unincorporated Areas of
                                       downstream of Wheeler                              Black Hawk County,
                                       Road.                                              City of Dunkerton.
                                      Just downstream of East         None         +967
                                       Cedar Wapsi Road.
Crossroads Creek....................  Approximately 91 feet           None         +845  City of Waterloo.
                                       downstream of Hess
                                       Road.
                                      Approximately 514 feet          None         +871
                                       upstream of Alexander
                                       Drive.
Crossroads Creek Diversion..........  Approximately 91 feet           +846         +849  City of Waterloo.
                                       downstream of Hess
                                       Road.
                                      Approximately 0.3 mile          +866         +867
                                       upstream of Sarah
                                       Drive.
Dry Run Creek Diversion.............  Approximately 271 feet          +867         +864  City of Cedar Falls.
                                       upstream of Interstate
                                       218.
                                      Approximately 243 feet          +868         +866
                                       downstream of
                                       Interstate 218.
Dry Run Creek at Cedar Falls........  Approximately 293 feet          +860         +852  City of Cedar Falls.
                                       downstream of Illinois
                                       Central Gulf Railroad.
                                      Approximately 540 feet          +927         +928
                                       downstream of U.S.
                                       Route 20.
Dry Run Creek at Waterloo...........  Approximately 664 feet    1   2  City of Waterloo.
                                       downstream of
                                       Commercial Street.
                                      Approximately 106 feet          +868         +861
                                       upstream of Byron
                                       Avenue.
                                      Approximately 0.5 mile          None         +942
                                       upstream of Kimball
                                       Avenue.
Maywood Branch......................  Approximately 0.4 mile          +856         +855  City of Waterloo.
                                       downstream of Bishop
                                       Avenue.
                                      Just upstream of Bishop         +858         +857
                                       Avenue.
Myers Lake..........................  West end of lake.......         +826         +838  City of Evansdale.
                                      East end of lake.......         +826         +838
Ponded Area No. 2, from Elk Run       North end of ponding            +833         +836  City of Evansdale.
 Creek, landside of levee.             area, approximately
                                       0.3 mile downstream of
                                       LaFayette Road.
                                      South end of ponding            +833         +836
                                       area, approximately
                                       0.4 mile upstream of
                                       Gilbert Road.
Ponded Area No.1 from Elk Run Creek,  North end of ponding            +831         +836  City of Evansdale.
 landside of levee.                    area, approximately
                                       150 feet downstream of
                                       Gilbert Drive.
                                      South end of ponding            +831         +836
                                       area, approximately
                                       350 feet upstream of
                                       State Route 380.
South West Branch of Dry Run Creek..  Approximately 279 feet          +870         +865  City of Cedar Falls.
                                       downstream of Main
                                       Street.
                                      Approximately 1.8 miles         +917         +921
                                       upstream of Future
                                       Greenhill Road.
Stream No. 13.......................  Approximately 1.0 mile          +857         +856  City of Waterloo.
                                       downstream of Wagner
                                       Road.
                                      Approximately 364 feet          +864         +863
                                       upstream of Airline
                                       Highway.
Stream No. 36.......................  Approximately 1.0 mile          +864         +863  City of Waterloo,
                                       downstream of Wagner                               Unincorporated Areas
                                       Road.                                              of Black Hawk County.
                                      Approximately 0.4 mile          None         +870
                                       downstream of
                                       Dunkerton Road.

Sunnyside Creek.....................  Approximately 0.3 mile          None         +855  City of Waterloo.
                                       downstream of Martin
                                       Road.
                                      Approximately 130 feet          None         +878
                                       upstream of 4th Street.
Sunnyside Creek Bypass..............  Approximately 0.6 mile          +858         +861  City of Waterloo.
                                       downstream of Marine
                                       Avenue.
                                      Approximately 450 feet          None         +869
                                       upstream of Marine
                                       Avenue.
Unnamed Tributary to Big Woods Creek  Just downstream of              None         +864  City of Cedar Falls.
                                       Dunkerton Road.
                                      Approximately 408 feet          None         +864
                                       West of Interstate 218.
Unnamed Tributary to Big Woods Creek  Approximately 0.5 mile          None         +871  Unincorporated Areas of
                                       upstream of Mount                                  Black Hawk County.
                                       Vernon Road.
                                      Just upstream of                None         +871
                                       Dunkerton Road.
Unnamed Tributary to Cedar River....  Approximately 182 feet          +863         +864  City of Cedar Falls.
                                       downstream of
                                       Dunkerton Road.
                                      Just upstream of Lone           +863         +864
                                       Tree Road.
Wolf Creek..........................  Approximately 0.6 mile          +814         +815  City of La Porte City.
                                       downstream of Bike
                                       Path.
                                      Approximately 1.3 miles         None         +824
                                       upstream of Main
                                       Street.
Wolf Creek Overflow.................  Approximately 0.4 mile          +814         +815  City of La Porte City,
                                       downstream of 8th                                  Unincorporated Areas
                                       Street.                                            of Black Hawk County.
                                      Approximately 1.3 miles         +822         +823
                                       upstream of Poplar
                                       Street.
----------------------------------------------------------------------------------------------------------------
* National Geodetic Vertical Datum.
+ North American Vertical Datum.
 Depth in feet above ground.
[caret] Mean Sea Level, rounded to the nearest 0.1 meter.
** BFEs to be changed include the listed downstream and upstream BFEs, and include BFEs located on the stream
 reach between the referenced locations above. Please refer to the revised Flood Insurance Rate Map located at
 the community map repository (see below) for exact locations of all BFEs to be changed.

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

                                                    ADDRESSES

City of Cedar Falls
Maps are available for inspection at 220 Clay Street, Cedar Falls, IA 50613.

City of Dunkerton
Maps are available for inspection at 200 Tower Street, Dunkerton, IA 50626.

City of Evansdale
Maps are available for inspection at 123 North Evans Road, Evansdale, IA 50707.

City of Hudson
Maps are available for inspection at 525 Jefferson Street, Hudson, IA 50643.

City of La Porte City
Maps are available for inspection at 202 Main Street, LaPorte City, IA 50651.

City of Waterloo
Maps are available for inspection at 715 Mulberry Street, Waterloo, IA 50703.

                                    Unincorporated Areas of Black Hawk County
Maps are available for inspection at 316 East 5th Street, Suite 203, Waterloo, IA 50703.
----------------------------------------------------------------------------------------------------------------
                                Cumberland County, Maine, and Incorporated Areas
----------------------------------------------------------------------------------------------------------------
Atlantic Ocean......................  Along the shoreline at            +8          +12  Town of Scarborough,
                                       the intersection of                                Town of Cape
                                       Hannaford Cove Road,                               Elizabeth.
                                       Cunner Lane and Rocky
                                       Point Lane.
                                      Along the shoreline,            None          +42
                                       approximately 1,050
                                       feet east of the
                                       intersection of Shore
                                       Road and Dyer Pond
                                       Road.
Casco Bay...........................  Along the shoreline,              +8          +10  Town of Cape Elizabeth,
                                       approximately 625 feet                             City of Portland, City
                                       south of the                                       of South Portland,
                                       intersection of                                    Town of Cumberland,
                                       Tondreau Point Road                                Town of Harpswell.
                                       and Birch Run.
                                      Along the shoreline,            None          +41
                                       approximately 100 feet
                                       east of the
                                       intersection of Bluff
                                       Road and Cloyster Road.
Crescent Lake.......................  Along the shoreline at          None         +278  Town of Casco.
                                       Edwards Road.
Fore River..........................  Along the shoreline, at         None          +14  City of South Portland,
                                       the terminus of                                    City of Portland.
                                       Portland Street.
                                      Along the shoreline,              +9          +14
                                       approximately 430 feet
                                       south of the
                                       intersection of
                                       Commercial Street and
                                       Chandler Wharf.

Jackson Brook.......................  Approximately 1,500             None          +45  City of Portland.
                                       feet south of the
                                       intersection of Thomas
                                       Drive and County Road.
Presumpscot River...................  Approximately 1,250             None         +225  Town of Standish.
                                       feet west of the
                                       intersection of
                                       Cardinal Lane and
                                       River Road.
Saco Bay............................  Along the shoreline,            None          +12  Town of Scarborough.
                                       approximately 1,200
                                       feet west of the
                                       intersection of Ferry
                                       Road and Black Point
                                       Road.
                                      Along the shoreline at            +8          +24
                                       the intersection of
                                       Black Point Road and
                                       Whittier Lane.
----------------------------------------------------------------------------------------------------------------
* National Geodetic Vertical Datum.
+ North American Vertical Datum.
 Depth in feet above ground.
[caret] Mean Sea Level, rounded to the nearest 0.1 meter.
** BFEs to be changed include the listed downstream and upstream BFEs, and include BFEs located on the stream
 reach between the referenced locations above. Please refer to the revised Flood Insurance Rate Map located at
 the community map repository (see below) for exact locations of all BFEs to be changed.

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

                                                    ADDRESSES

City of Portland
Maps are available for inspection at City Hall, 389 Congress Street, Portland, ME 04101.

City of South Portland
Maps are available for inspection at City Hall, 25 Cottage Road, South Portland, ME 04106.

Town of Cape Elizabeth
Maps are available for inspection at Town Hall, 320 Ocean House Road, Cape Elizabeth, ME 04107.

Town of Casco
Maps are available for inspection at Town Hall, 635 Meadow Road, Casco, ME 04015.

Town of Cumberland
Maps are available for inspection at Town Hall, 290 Tuttle Road, Cumberland, ME 04021.

Town of Harpswell
Maps are available for inspection at Town Hall, 263 Mountain Road, Harpswell, ME 04079.

Town of Scarborough
Maps are available for inspection at Town Hall, 259 U.S. Route 1, Scarborough, ME 04074.

Town of Standish
Maps are available for inspection at Town Office, 175 Northeast Road, Standish, ME 04084.
----------------------------------------------------------------------------------------------------------------
                              Walthall County, Mississippi, and Incorporated Areas
----------------------------------------------------------------------------------------------------------------
Magees Creek........................  Approximately 4,050             None         +258  Unincorporated Areas of
                                       feet downstream of                                 Walthall County.
                                       State Highway 198.
                                      Approximately 2,300             None         +264
                                       feet upstream of State
                                       Highway 198.
----------------------------------------------------------------------------------------------------------------
* National Geodetic Vertical Datum.
+ North American Vertical Datum.
 Depth in feet above ground.
[caret] Mean Sea Level, rounded to the nearest 0.1 meter.
** BFEs to be changed include the listed downstream and upstream BFEs, and include BFEs located on the stream
 reach between the referenced locations above. Please refer to the revised Flood Insurance Rate Map located at
 the community map repository (see below) for exact locations of all BFEs to be changed.

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

                                                    ADDRESSES

                                     Unincorporated Areas of Walthall County
Maps are available for inspection at 200 Ball Avenue, Tylertown, MS 39667.
----------------------------------------------------------------------------------------------------------------
                              St. Charles County, Missouri, and Incorporated Areas
----------------------------------------------------------------------------------------------------------------
Blanchette Creek (Backwater from      Just downstream of Katy         +454         +455  Unincorporated Areas of
 Missouri River).                      Trail/Abandoned                                    St. Charles County,
                                       Railroad.                                          City of St. Charles.
                                      At the confluence with          +454         +455
                                       the Missouri River.

Crystal Springs Creek (Backwater      At the confluence with          +456         +457  Unincorporated Areas of
 from Missouri River).                 the Missouri River.                                St. Charles County,
                                                                                City of St. Charles.
                                      Approximately 871 feet          +456         +457
                                       upstream of South
                                       River Road.
Duckett Creek (Overflow from          At the confluence with          +461         +462  Unincorporated Areas of
 Missouri River).                      the Missouri River.                                St. Charles County.
                                      Approximately 0.5 miles         +462         +463
                                       upstream of Jungs
                                       Station Road.
Femme Osage Creek (Backwater from     Approximately 0.4 miles         +474         +476  Unincorporated Areas of
 Missouri River).                      downstream of State                                St. Charles County.
                                       Highway 94.
                                      Approximately 1.4 miles         +475         +476
                                       downstream of Defiance
                                       Road.
Mississippi River...................  At the St. Charles              +436         +434  Unincorporated Areas of
                                       County, Missouri/St.                               St. Charles County,
                                       Louis County, Missouri/                            City of O'Fallon, City
                                       Madison County,                                    of Portage Des Sioux,
                                       Illinois county                                    City of St. Charles,
                                       boundary,                                          City of St. Paul, City
                                       approximately 6.2                                  of St. Peters, Town of
                                       miles downstream of                                West Alton.
                                       Melvin Price Lock and
                                       Dam.
                                      At the St. Charles              +445         +444
                                       County/Lincoln County
                                       boundary,
                                       approximately 3.0
                                       miles upstream of
                                       confluence with Peruue
                                       Creek.
Missouri River......................  At the St. Charles              +436         +434  Unincorporated Areas of
                                       County, Missouri/St.                               St. Charles County,
                                       Louis County, Missouri/                            City of St. Charles,
                                       Madison County,                                    City of Weldon Spring,
                                       Illinois county                                    Town of West Alton,
                                       boundary,                                          Village of Augusta.
                                       approximately 7.4
                                       miles downstream of
                                       the Lewis Bridge.
                                      Near the St. Charles            +486         +492
                                       County/Warren County
                                       boundary,
                                       approximately 22.3
                                       miles upstream of the
                                       Danel Boon Bridge.
Taylor Branch (Backwater from         At the confluence with          +458         +460  Unincorporated Areas of
 Missouri River).                      the Missouri River.                                St. Charles County,
                                                                                City of St. Charles.
                                      Approximately 0.6 miles         +458         +460
                                       upstream of South
                                       River Road.
----------------------------------------------------------------------------------------------------------------
* National Geodetic Vertical Datum.
+ North American Vertical Datum.
 Depth in feet above ground.
[caret] Mean Sea Level, rounded to the nearest 0.1 meter.
** BFEs to be changed include the listed downstream and upstream BFEs, and include BFEs located on the stream
 reach between the referenced locations above. Please refer to the revised Flood Insurance Rate Map located at
 the community map repository (see below) for exact locations of all BFEs to be changed.

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

                                                    ADDRESSES

City of O'Fallon
Maps are available for inspection at 100 North Main Street, O'Fallon, MO 63366.

City of Portage Des Sioux
Maps are available for inspection at 201 North Second Street, Room 420, St. Charles, MO 63301.

City of St. Charles
Maps are available for inspection at 200 North Second Street, St. Charles, MO 63301.

City of St. Paul
Maps are available for inspection at 2300 St. Paul Road, St. Paul, MO 63366.

City of St. Peters
Maps are available for inspection at 1 St. Peters Centre Boulevard, St. Peters, MO 63376.

City of Weldon Spring
Maps are available for inspection at 5401 Independence Road, Weldon Springs, MO 63304.

Town of West Alton
Maps are available for inspection at 201 North Second Street, Room 420, St. Charles, MO 63301.

                                   Unincorporated Areas of St. Charles County
Maps are available for inspection at 201 North Second Street, Room 420, St. Charles, MO 63301.

Village of Augusta

Maps are available for inspection at 201 North Second Street, Room 420, St. Charles, MO 63301.
----------------------------------------------------------------------------------------------------------------
                                Sequoyah County, Oklahoma, and Incorporated Areas
----------------------------------------------------------------------------------------------------------------
Hog Creek...........................  Just upstream of East           +578         +577  Unincorporated Areas of
                                       1040 Road.                                         Sequoyah County.
                                      Approximately 0.85              +617         +619
                                       miles upstream of East
                                       1040 Road.
Sewage Disposal Pond................  Just downstream of              None         +481  Town of Gore.
                                       Pacific Union railroad.
                                      Approximately 0.47              None         +481
                                       miles downstream of
                                       Union Pacific railroad.
----------------------------------------------------------------------------------------------------------------
* National Geodetic Vertical Datum.
+ North American Vertical Datum.
 Depth in feet above ground.
[caret] Mean Sea Level, rounded to the nearest 0.1 meter.
** BFEs to be changed include the listed downstream and upstream BFEs, and include BFEs located on the stream
 reach between the referenced locations above. Please refer to the revised Flood Insurance Rate Map located at
 the community map repository (see below) for exact locations of all BFEs to be changed.

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

                                                    ADDRESSES

Town of Gore

Maps are available for inspection at 201 North Main Street, Gore, OK 74435.

                                     Unincorporated Areas of Sequoyah County

Maps are available for inspection at 117 South Oak Street, Salisaw, OK 74955.
----------------------------------------------------------------------------------------------------------------
                                Bledsoe County, Tennessee, and Incorporated Areas
----------------------------------------------------------------------------------------------------------------
Sequatchie River....................  Approximately 1,200             None         +819  Bledsoe County.
                                       feet downstream of
                                       State Highway 30.
                                      Approximately 2,745             None         +825
                                       feet downstream of
                                       Upper East Valley Road.
----------------------------------------------------------------------------------------------------------------
* National Geodetic Vertical Datum.
+ North American Vertical Datum.
 Depth in feet above ground.
[caret] Mean Sea Level, rounded to the nearest 0.1 meter.
** BFEs to be changed include the listed downstream and upstream BFEs, and include BFEs located on the stream
 reach between the referenced locations above. Please refer to the revised Flood Insurance Rate Map located at
 the community map repository (see below) for exact locations of all BFEs to be changed.

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

                                                    ADDRESSES

Bledsoe County
Maps are available for inspection at 3031 Main St, Suite 600, Pikeville, TN 37367.
----------------------------------------------------------------------------------------------------------------
                                  Goliad County, Texas, and Incorporated Areas
----------------------------------------------------------------------------------------------------------------
San Antonio River...................  Approximately 600 feet          None         +142  Unincorporated Areas of
                                       upstream of confluence                             Goliad County.
                                       with Maddox Branch.
                                      Approximately 1,300             None         +147
                                       feet upstream of South
                                       San Patricio Street.
----------------------------------------------------------------------------------------------------------------
* National Geodetic Vertical Datum.
+ North American Vertical Datum.
 Depth in feet above ground.
[caret] Mean Sea Level, rounded to the nearest 0.1 meter.
** BFEs to be changed include the listed downstream and upstream BFEs, and include BFEs located on the stream
 reach between the referenced locations above. Please refer to the revised Flood Insurance Rate Map located at
 the community map repository (see below) for exact locations of all BFEs to be changed.

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

                                                    ADDRESSES

                                      Unincorporated Areas of Goliad County
Maps are available for inspection at 127 N. Courthouse Square, Goliad, TX 77963-0677.
----------------------------------------------------------------------------------------------------------------
                                  Taylor County, Texas, and Incorporated Areas
----------------------------------------------------------------------------------------------------------------
Button Willow Creek.................  Just downstream of             +1755        +1756  City of Abilene.
                                       Treadway Boulevard.
                                      Just upstream of                None        +1825
                                       Beltway South.
Cat Claw Creek......................  At the confluence with         +1679        +1677  City of Abilene.
                                       Elm Creek.
                                      Just upstream of 14th          +1739        +1738
                                       Street.
Cat Claw Creek......................  Just upstream of               +1780        +1779  City of Abilene,
                                       Rebecca Lane.                                      Unincorporated Areas
                                                                                of Taylor County.
                                      Approximately two miles         None        +1842
                                       upstream of Farm-to-
                                       Market Road 707.
Cat Claw Creek Diversion Channel....  At the confluence with         +1752        +1758  City of Abilene.
                                       Cat Claw Creek.
                                      Just upstream of               +1759        +1762
                                       Nonesuch Road.
Cat Claw Creek Diversion Channel 1..  At the confluence with         +1761        +1762  City of Abilene.
                                       Cat Claw Drive Channel.
                                      Just upstream of               +1761        +1762
                                       Nonesuch Road.
Cat Claw Drive Channel..............  Just downstream of             +1761        +1762  City of Abilene.
                                       Southwest Drive.
                                      At the confluence with         +1766        +1777
                                       Cat Claw Creek.
Cedar Creek.........................  Just upstream of North         +1687        +1688  City of Abilene,
                                       10th Street.                                       Unincorporated Areas
                                                                                of Taylor County.
                                      Just downstream of             +1790        +1791
                                       Beltway South.
Elm Creek...........................  Approximately 0.7 miles         None        +1650  City of Abilene,
                                       downstream of Nugent                               Unincorporated Areas
                                       Road..                                             of Taylor County.
                                      At the confluence with          None        +1664
                                       Elm Creek Loop 1.
                                      Just upstream of               +1764        +1765
                                       Edgemeont Drive.
                                      Approximately one mile          None        +1831
                                       upstream from Farm-to-
                                       Market Road 707.
Elm Creek...........................  Just upstream of               +1684        +1685  City of Abilene.
                                       Winters Freeway
                                       Service.
                                      Just downstream of US          +1705        +1704
                                       Highway 83.
Elm Creek Diversion 1...............  At the confluence with         +1724        +1725  City of Abilene.
                                       Elm Creek.
                                      Just downstream of Don    2        +1727
                                       Juan Street.
Elm Creek Loop 1....................  Ending at the lower             None        +1656  City of Abilene,
                                       confluence with Elm                                Unincorporated Areas
                                       Creek.                                             of Taylor County.
                                      Starting at the upper           None        +1663
                                       confluence with Elm
                                       Creek.
Elm Creek Overflow..................  At the confluence with         +1734        +1732  City of Abilene.
                                       Little Elm Creek.
                                      Approximately 1,800       2        +1769
                                       feet upstream of
                                       Twylight Trail.
Elm Creek Overflow Path 1...........  At the confluence with         +1682        +1685  City of Abilene.
                                       Swale A-1.
                                      Just upstream of Ambler        +1700        +1701
                                       Avenue.
Elm Creek Overflow Path 1-A.........  At the confluence with         +1693        +1696  City of Abilene.
                                       Elm Creek Overflow
                                       Path 1.
                                      Approximately 0.5 miles        +1703        +1702
                                       upstream of Ambler
                                       Avenue.
Elm Creek Overflow Path 2...........  At the confluence with         +1704        +1702  City of Abilene.
                                       Elm Creek.
                                      Just downstream of the    2        +1721
                                       Texas and Pacific
                                       Railroad.
Elm Creek to Cedar Creek Overflow...  Approximately 1.3 miles         None        +1646  City of Abilene,
                                       downstream of Farm-to-                             Unincorporated Areas
                                       Market Road 3308.                                  of Taylor County.
                                      Just downstream of Farm-       +1657        +1656
                                       to-Market Road 3308.
Indian Creek........................  At the confluence with         +1690        +1693  City of Abilene,
                                       Elm Creek.                                         Unincorporated Areas
                                                                                of Taylor County.
                                      Approximately 0.9 miles         None        +1699
                                       upstream of Shirley
                                       Road.
Little Elm Creek....................  At the confluence with         +1700        +1702  City of Abilene,
                                       Elm Creek.                                         Unincorporated Areas
                                                                                of Taylor County.
                                      Approximately one mile          None        +1784
                                       upstream of Dyess Air
                                       Force Service Road.
Little Elm Creek Overflow A.........  At the confluence with         +1730        +1729  City of Abilene.
                                       Little Elm Creek.
                                      At the confluence with    2        +1750
                                       Elm Creek Overflow.

Lytle Creek.........................  At the confluence with         +1696        +1697  City of Abilene,
                                       Cedar Creek.                                       Unincorporated Areas
                                                                                of Taylor County.
                                      Just downstream of             +1759        +1760
                                       County Road 111-1.
Rainy Creek.........................  Just downstream of              None        +1670  City of Abilene.
                                       Lowden Street.
                                      Just upstream of                None        +1682
                                       Griffith Street.
                                      Approximately 0.5 miles         None        +1688
                                       downstream of North
                                       10th Street.
                                      Just downstream of              None        +1696
                                       North 10th Street.
Swale A.............................  Just upstream of               +1681        +1685  City of Abilene.
                                       Interstate 20.
                                      Just downstream of              None        +1713
                                       State Street.
Swale A-1...........................  Just upstream of               +1687        +1685  City of Abilene.
                                       Interstate 20.
                                      Just downstream of Yale         None        +1715
                                       Avenue.
Tributary No. 1 to Elm Creek........  At the confluence with         +1766        +1767  City of Abilene,
                                       Elm Creek.                                         Unincorporated Areas
                                                                                of Taylor County.
                                      Approximately 1.6 miles         None        +1792
                                       upstream of Rebecca
                                       Lane.
Tributary No. 1 to Little Elm Creek.  Just downstream of             +1711        +1712  City of Abilene.
                                       Interstate 20 Business.
                                      Approximately 1.5 miles         None        +1734
                                       upstream of Interstate
                                       20 Business.
Tributary No. 2 to Elm Creek........  At the confluence with         +1774        +1781  City of Abilene,
                                       Elm Creek.                                         Unincorporated Areas
                                                                                of Taylor County.
                                      Just upstream of County         None        +1811
                                       Road 314.
Unnamed Tributary to Cat Claw Creek.  At the confluence with         +1802        +1803  City of Abilene.
                                       Cat Claw Creek.
                                      Approximately 600 feet          None        +1821
                                       upstream of Rio Mesa
                                       Road.
Unnamed Tributary to Rainy Creek....  At the confluence with          None        +1694  City of Abilene.
                                       Rainy Creek.
                                      Just downstream of              None        +1695
                                       Stamford Street.
----------------------------------------------------------------------------------------------------------------
* National Geodetic Vertical Datum.
+ North American Vertical Datum.
 Depth in feet above ground.
[caret] Mean Sea Level, rounded to the nearest 0.1 meter.
** BFEs to be changed include the listed downstream and upstream BFEs, and include BFEs located on the stream
 reach between the referenced locations above. Please refer to the revised Flood Insurance Rate Map located at
 the community map repository (see below) for exact locations of all BFEs to be changed.

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

                                                    ADDRESSES

City of Abilene
Maps are available for inspection at 555 Walnut St., Abilene, TX 79601.

                                      Unincorporated Areas of Taylor County

Maps are available for inspection at 400 Oak Street, Suite 107, Abilene, TX 79602.
----------------------------------------------------------------------------------------------------------------
                                 Polk County, Wisconsin, and Incorporated Areas
----------------------------------------------------------------------------------------------------------------
Balsam Lake.........................  Entire Shoreline.......         None        +1135  Unincorporated Areas of
                                                                                Polk County, Village
                                                                                of Balsam Lake.
----------------------------------------------------------------------------------------------------------------
* National Geodetic Vertical Datum.
+ North American Vertical Datum.
 Depth in feet above ground.
[caret] Mean Sea Level, rounded to the nearest 0.1 meter.
** BFEs to be changed include the listed downstream and upstream BFEs, and include BFEs located on the stream
 reach between the referenced locations above. Please refer to the revised Flood Insurance Rate Map located at
 the community map repository (see below) for exact locations of all BFEs to be changed.

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

                                                    ADDRESSES

                                       Unincorporated Areas of Polk County
Maps are available for inspection at Government Center, 100 Polk County Plaza, Balsam Lake, WI 54810.

Village of Balsam Lake
Maps are available for inspection at Village Hall, 404 Main Street, Balsam Lake, WI 54810.
----------------------------------------------------------------------------------------------------------------

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

    Dated: June 17, 2009.
Deborah S. Ingram,
Acting Deputy Assistant Administrator for Mitigation, Mitigation
Directorate, Department of Homeland Security, Federal Emergency
Management Agency.
[FR Doc. E9-15674 Filed 7-1-09; 8:45 am]

BILLING CODE 9110-12-P


[Federal Register Volume 81, Number 26 (Tuesday, February 9, 2016)]
[Notices]
[Page 6844]
[FR Doc No: 2016-02508]

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

DEPARTMENT OF ENERGY

Federal Energy Regulatory Commission

[Docket No. IC16-4-000]

Commission Information Collection Activities (FERC-500, FERC-
542); Consolidated Comment Request; Extension; Errata Notice

    On December 14, 2015, the Commission published a ``60-day Public
Notice'' in the above-captioned proceeding, Commission Information
Collection Activities (FERC-500, FERC-542); Consolidated Comment
Request; Extension. \1\
---------------------------------------------------------------------------

    \1\ 80 FR 79322, December 21, 2015.
---------------------------------------------------------------------------

    This errata notice serves to correct the section and associated
table for the FERC-542 (Gas Pipeline Rates: Rate Tracking, OMB Control
No. 1902-0070).
    The Abstract should indicate that the FERC-542 also includes the
reporting requirements in 18 CFR 154.401 (research, development, and
demonstration [RD&D] expenditures) and 18 CFR 154.403 (Periodic rate
adjustments). In the table for FERC-542, the correct number of
respondents is 87, with an average of 2.13 responses per respondent and
a total of 185 responses.
    With the updates stated above, the correct total annual burden
hours is 370, and the correct total annual cost is $26,640.

    Dated: February 3, 2016.
Nathaniel J. Davis, Sr.,
Deputy Secretary.
[FR Doc. 2016-02508 Filed 2-8-16; 8:45 am]
 BILLING CODE 6717-01-P