[Federal Register: March 10, 2008 (Volume 73, Number 47)]
[Proposed Rules]
[Page 12684-12691]
[DOCID:fr10mr08-16]

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DEPARTMENT OF HOMELAND SECURITY

Federal Emergency Management Agency

44 CFR Part 67

 [Docket No. FEMA-B-7765]

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 June 9, 2008.

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-7765, 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 (email)
<EMAIL_ADDRESS>
FOR FURTHER INFORMATION CONTACT: William R. Blanton, Jr., Chief,
Engineering Management Branch, Mitigation Directorate, Federal
Emergency Management Agency, 500 C Street, SW., Washington, DC 20472,
(202) 646-3151 or (e-mail<EMAIL_ADDRESS>
SUPPLEMENTARY INFORMATION: The Federal Emergency Management Agency
(FEMA) proposes to make determinations of BFEs and modified BFEs for
each community listed below, in accordance with section 110 of the
Flood Disaster Protection Act of 1973, 42 U.S.C. 4104, and 44 CFR
67.4(a).
    These proposed BFEs and modified BFEs, together with the floodplain
management criteria required by 44 CFR 60.3, are the minimum that are
required. They should not be construed to mean that the community must
change any existing ordinances that are more stringent in their
floodplain management requirements. The community may at any time enact
stricter requirements of its own, or pursuant to policies established
by other Federal, State, or regional entities. These proposed
elevations are used to meet the floodplain management requirements of
the NFIP and are also used to calculate the appropriate flood insurance
premium rates for new buildings built after these elevations are made
final, and for the contents in these buildings.
    Comments on any aspect of the Flood Insurance Study and FIRM, other
than the proposed BFEs, will be considered. A letter acknowledging
receipt of any comments will not be sent.
    Administrative Procedure Act Statement. This matter is not a
rulemaking governed by the Administrative Procedure Act (APA), 5 U.S.C.
553. FEMA publishes flood elevation determinations for notice and
comment; however, they are governed by the Flood Disaster Protection
Act of 1973, 42 U.S.C. 4105, and the National Flood Insurance Act of
1968, 42 U.S.C. 4001 et seq., and do not fall under the APA.
    National Environmental Policy Act. This proposed rule is
categorically excluded from the requirements of 44 CFR part 10,
Environmental Consideration. An environmental

impact assessment has not been prepared.
    Regulatory Flexibility Act. As flood elevation determinations are
not within the scope of the Regulatory Flexibility Act, 5 U.S.C. 601-
612, a regulatory flexibility analysis is not required.
    Executive Order 12866, Regulatory Planning and Review. This
proposed rule is not a significant regulatory action under the criteria
of section 3(f) of Executive Order 12866, as amended.
    Executive Order 13132, Federalism. This proposed rule involves no
policies that have federalism implications under Executive Order 13132.
    Executive Order 12988, Civil Justice Reform. This proposed rule
meets the applicable standards of Executive Order 12988.

List of Subjects in 44 CFR Part 67

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

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

PART 67--[AMENDED]

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

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

Sec.  67.4  [Amended]

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

----------------------------------------------------------------------------------------------------------------
                                                                  * Elevation in feet
                                                                (NGVD)  + Elevation in
                                                                feet (NAVD)
                                                                  Depth in feet above
         Flooding source(s)            Location of referenced       ground  [caret]        Communities affected
                                            elevation **          Elevation in meters
                                                                         (MSL)
                                                              --------------------------
                                                                Effective     Modified
----------------------------------------------------------------------------------------------------------------
                              Tangipahoa Parish, Louisiana, and Incorporated Areas
----------------------------------------------------------------------------------------------------------------
Natalbany River.....................  Approximately 2.5 miles         +100          +97  Town of Amite City,
                                       upstream of State                                  Unincorporated Areas
                                       Route 40 intersection.                             of Tangipahoa Parish.
                                      Approximately 185 feet          +181         +183
                                       upstream of State
                                       Route 1048.
----------------------------------------------------------------------------------------------------------------
* 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 Amite City
Maps are available for inspection at 212 E. Oak St., Amite, LA 70422

                                    Unincorporated Areas of Tangipahoa Parish
Maps are available for inspection at 15481 Club Deluxe Rd., Hammond, LA 70403
----------------------------------------------------------------------------------------------------------------
                                 Orange County, New York, and Incorporated Areas
----------------------------------------------------------------------------------------------------------------
Summit Brook........................  Approximately 50 feet           None         +562  Village of Tuxedo Park.
                                       downstream of East
                                       Lake Road.
                                      Approximately 1,318             None         +562
                                       feet downstream of
                                       East Lake 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
Village of Tuxedo Park
Maps are available for inspection at Tuxedo Park Village Hall, 80 Lorillard Road, Tuxedo Park, NY.
----------------------------------------------------------------------------------------------------------------
                             Haywood County, North Carolina, and Incorporated Areas
----------------------------------------------------------------------------------------------------------------
Allen Creek.........................  At the confluence with         +2740        +2741  Unincorporated Areas of
                                       Richland Creek.                                    Haywood County, Town
                                                                                of Waynesville.
                                      Approximately 0.6 mile          None        +3093
                                       upstream of New Allens
                                       Creek Road (State Road
                                       1147).
Beaverdam Creek.....................  At the confluence with         +2578        +2587  Unincorporated Areas of
                                       Pigeon River.                                      Haywood County, Town
                                                                                of Canton.

                                      Just downstream of              None        +2712
                                       Smathers Cove Road
                                       (State Road 1614).
Big Creek...........................  At the confluence with          None        +1409  Unincorporated Areas of
                                       Pigeon river.                                      Haywood County.
                                      Approximately 120 feet          None        +1547
                                       upstream of Mount
                                       Sterling Road (State
                                       Road 1397).
Browning Branch.....................  At the confluence with         +2707        +2708  Unincorporated Areas of
                                       Richland Creek.                                    Haywood County, Town
                                                                                of Waynesville.
                                      Approximately 650 feet          None        +3054
                                       upstream of Browning
                                       Branch Road (State
                                       Road 1142).
Campbell Creek......................  At the confluence with         +3006        +3005  Unincorporated Areas of
                                       Jonathan Creek.                                    Haywood County, Town
                                                                                of Maggie Valley.
                                      Approximately 1,000             None        +3362
                                       feet upstream of
                                       Campbell Creek Road
                                       (State Road 1214).
Cataloochee Creek...................  At the confluence with          None        +2272  Unincorporated Areas of
                                       Pigeon River.                                      Haywood County.
                                      Approximately 3.5 miles         None        +2458
                                       upstream of the
                                       confluence with Pigeon
                                       River.
Cove Creek (into Fines Creek).......  At the confluence with          None        +2473  Unincorporated Areas of
                                       Fines Creek.                                       Haywood County.
                                      Approximately 0.9 mile          None        +2576
                                       upstream of the
                                       confluence with Fines
                                       Creek.
Cove Creek (into Jonathan Creek)....  At the confluence with         +2476        +2475  Unincorporated Areas of
                                       Jonathan Creek.                                    Haywood County.
                                      Approximately 100 feet          None        +2654
                                       upstream of Sutton
                                       Town Road (State Road
                                       1331).
Dix Creek...........................  At the confluence with         +2701        +2700  Unincorporated Areas of
                                       East Fork Pigeon River.                            Haywood County.
                                      Approximately 440 feet          None        +3281
                                       upstream of Dix Creek
                                       Road (State Road 1106).
East Fork Pigeon River..............  At the confluence with         +2653        +2650  Unincorporated Areas of
                                       Pigeon River.                                      Haywood County.
                                      Approximately 1.4 miles         None        +3282
                                       upstream of Camp Hope
                                       Road (State Road 1892).
Farmers Branch......................  At the confluence with         +2672        +2671  Town of Waynesville.
                                       Richland Creek.
                                      Approximately 860 feet          None        +2729
                                       upstream of Hazelwood
                                       Avenue.
Fines Creek.........................  At the confluence with          None        +2275  Unincorporated Areas of
                                       Pigeon River.                                      Haywood County.
                                      Approximately 1,300             None        +2597
                                       feet upstream of
                                       Wayward Cove.
Hemphill Creek......................  Approximately 300 feet          None        +2589  Unincorporated Areas of
                                       upstream of the                                    Haywood County.
                                       confluence with
                                       Jonathan Creek.
                                      Approximately 100 feet          None        +2793
                                       upstream of Hemphill
                                       Road (State Road 1313).
Hominy Creek........................  At the Haywood/Buncombe        +2247        +2250  Unincorporated Areas of
                                       County boundary.                                   Haywood County, Town
                                                                                of Canton.
                                      Approximately 80 feet           None        +2407
                                       upstream of U.S.
                                       Highway 19.
Hyatt Creek.........................  At the confluence with         +2757        +2758  Unincorporated Areas of
                                       Richland Creek.                                    Haywood County, Town
                                                                                of Waynesville.
                                      Approximately 160 feet          None        +2857
                                       upstream of Hyatt
                                       Creek Road (State Road
                                       1168).
Jonathan Creek......................  At the confluence with          None        +2373  Unincorporated Areas of
                                       Pigeon River.                                      Haywood County, Town
                                                                                of Maggie Valley.
                                      Approximately 500 feet          None        +3512
                                       downstream of Black
                                       Camp Gap Road (State
                                       Road 1300).
Lake Junaluska......................  Entire Shoreline.......        +2567        +2566  Unincorporated Areas of
                                                                                Haywood County.
Little East Fork Pigeon River.......  Approximately 100 feet          None        +2835  Unincorporated Areas of
                                       upstream of the                                    Haywood County.
                                       confluence with West
                                       Fork Pigeon River.
                                      Approximately 290 feet          None        +3062
                                       upstream of Little
                                       East Fork Road (State
                                       Road 1129).

North Hominy Creek..................  At the confluence with         +2389        +2392  Unincorporated Areas of
                                       Hominy Creek.                                      Haywood County, Town
                                                                                of Canton.
                                      Approximately 0.3 mile          None        +2709
                                       upstream of Peaceful
                                       Path.
Pigeon River........................  At the confluence of            None        +1409  Unincorporated Areas of
                                       Big Creek.                                         Haywood County, Town
                                                                                of Canton, Town of
                                                                                Clyde.
                                      At the confluence of           +2653        +2650
                                       East Fork Pigeon River
                                       and West Fork Pigeon
                                       River.
Pigeon River Tributary (Waterville    At the confluence with         +2594        +2595  Unincorporated Areas of
 Lake).                                Pigeon River.                                      Haywood County, Town
                                                                                of Canton.
                                      Approximately 950 feet          None        +2676
                                       upstream of Pruett
                                       Ridge.
Plott Creek.........................  Approximately 200 feet         +2701        +2702  Unincorporated Areas of
                                       upstream of the                                    Haywood County, Town
                                       confluence with                                    of Waynesville.
                                       Richland Creek.
                                      Approximately 650 feet          None        +3223
                                       upstream of Serenity
                                       Mountain Road.
Raccoon Creek.......................  At the confluence with         +2577        +2576  Town of Waynesville.
                                       Richland Creek.
                                      Approximately 1,040             None        +2652
                                       feet upstream of Test
                                       Farm Road (State Road
                                       1810).
Richland Creek......................  At the confluence with          None        +2506  Unincorporated Areas of
                                       Pigeon River.                                      Haywood County, Town
                                                                                of Waynesville.
                                      Approximately 440 feet          None        +3057
                                       upstream of U.S.
                                       Highway 23.
Rush Fork...........................  At the confluence with          None        +2458  Unincorporated Areas of
                                       Pigeon River.                                      Haywood County.
                                      Approximately 1,380             None        +2588
                                       feet upstream of
                                       Palmer Pond Road.
Shallow Flooding Area...............  Northeast intersection          None   3  Town of Waynesville.
                                       of Railroad and Lea
                                       Plant Road.
                                      Approximately 100 feet         +2708   3
                                       northeast of Elysinia
                                       Avenue and Hazelwood
                                       Avenue intersection.
Shelton Creek.......................  At the confluence with         +2611        +2610  Town of Waynesville.
                                       Richland Creek.
                                      Approximately 500 feet          None        +2660
                                       upstream of U.S.
                                       Highway 276.
Thickety Creek......................  Approximately 900 feet         +2555        +2556  Unincorporated Areas of
                                       upstream of the                                    Haywood County.
                                       confluence with Pigeon
                                       River.
                                      Approximately 70 feet           None        +2573
                                       upstream of
                                       Incinerator Road
                                       (State Road 1550).
West Fork Pigeon River..............  At the confluence with         +2653        +2650  Unincorporated Areas of
                                       Pigeon River and East                              Haywood County.
                                       Fork Pigeon River.
                                      Approximately 2.3 miles         None        +3170
                                       upstream of Steel
                                       Bridge Road (State
                                       Road 1216).
----------------------------------------------------------------------------------------------------------------
* 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 Canton
Maps are available for inspection at Canton Town Hall, 58 Park Street, Canton, NC.

Town of Clyde
Maps are available for inspection at Clyde Town Hall, 8437 Carolina Boulevard, Clyde, NC.

Town of Maggie Valley
Maps are available for inspection at Maggie Valley Town Hall, 3987 Soco Road, Maggie Valley, NC.

Town of Waynesville
Maps are available for inspection at Waynesville Town Hall, 16 South Main Street, Waynesville, NC.

                                     Unincorporated Areas of Haywood County
Maps are available for inspection at Haywood County Planning Office, 1233 North Main Street, Waynesville, NC.
----------------------------------------------------------------------------------------------------------------
                     Commonwealth of Puerto Rico County, Puerto Rico, and Incorporated Areas
----------------------------------------------------------------------------------------------------------------
Atlantic Ocean--Entire Shoreline of   Approximately 0.8               None   [caret]2.7  Commonwealth of Puerto
 the Commonwealth of Puerto Rico.      kilometers northwest                               Rico, Municipality of
                                       of intersection of                                 Ponce.
                                       Carretera 466 and
                                       Carretera Municipal.
                                      Approximately 0.9         [caret]2.4  [caret]13.7
                                       kilometer northwest of
                                       intersection of
                                       Carretera 681 and
                                       Calle B.
Caribbean Sea.......................  Approximately 550               None   [caret]1.5  Commonwealth of Puerto
                                       meters southwest of                                Rico, Municipality of
                                       the intersection of                                Ponce.
                                       Calle Dr Vidal and
                                       Calle 33.
                                      Shoreline,                [caret]2.7   [caret]4.6
                                       approximately 2.7
                                       kilometers southwest
                                       of the intersection of
                                       Carretera 307 and
                                       Calle A.
Isla Culebra/Atlantic Ocean.........  Approximately 1.6         [caret]2.1   [caret]1.5  Commonwealth of Puerto
                                       kilometers northwest                               Rico.
                                       of the intersection of
                                       Calle 1 and Carretera
                                       251.
                                      Shoreline,                [caret]4.3  [caret]14.3
                                       approximately 3.0
                                       kilometers northeast
                                       of the intersection of
                                       Calle 1 and Carretera
                                       251 (Punta Flamenco).
Isla Culebra/Ensenada Honda.........  Approximately 90 meters   [caret]3.8     [caret]3  Commonwealth of Puerto
                                       southeast of the                                   Rico.
                                       intersection of Calle
                                       Luis Munoz Marin and
                                       Carretera 250.
                                      Shoreline,                [caret]3.6   [caret]8.8
                                       approximately 4.0
                                       kilometers southeast
                                       of the intersection of
                                       Calle Luis Munoz Marin
                                       and Carretera 250.
Isla Vieques/Caribbean Sea..........  Approximately 3.0         [caret]2.1   [caret]2.4  Commonwealth of Puerto
                                       kilometers southwest                               Rico.
                                       of the intersection of
                                       Carretera 200 and
                                       Camino Puerto Diablo.
                                      Shoreline,                [caret]3.2   [caret]3.8
                                       approximately 6.9
                                       kilometers southwest
                                       of the intersection of
                                       Carretera 201 and
                                       Carretera 996.
Isla Vieques/Vieques Passage........  Approximately 9.2           [caret]2   [caret]2.4  Commonwealth of Puerto
                                       kilometers northwest                               Rico.
                                       of the intersection of
                                       Carretera 201 and
                                       Carretera 996.
                                      Shoreline,                [caret]2.8   [caret]6.2
                                       approximately 3.7
                                       kilometers northwest
                                       of the intersection of
                                       Carretera 201 and
                                       Carretera 996.
Isla Vieques/Vieques Sound..........  Approximately 9.7         [caret]2.1   [caret]2.7  Commonwealth of Puerto
                                       kilometers southeast                               Rico.
                                       of the intersection of
                                       Carretera 200 and
                                       Camino Puerto Diablo.
                                      Shoreline,                [caret]3.2   [caret]4.1
                                       approximately 9.8
                                       kilometers southeast
                                       of the intersection of
                                       Carretera 200 and
                                       Camino Puerto Diablo.
Quebrada Cambute....................  At confluence with Rio          None   [caret]4.9  Commonwealth of Puerto
                                       Canovanillas.                                      Rico.
                                      Approximately 790               None  [caret]12.1
                                       meters upstream of
                                       confluence with Rio
                                       Canovanillas.
Quebrada Honda......................  Approximately 2,800      [caret]17.4    [caret]17  Commonwealth of Puerto
                                       meters upstream of the                             Rico.
                                       confluence with Rio
                                       Cibuco.
                                      Approximately 2,330             None  [caret]74.2
                                       meters upstream of
                                       Puerto Rico Route 2.
                                      At confluence with Rio          None  [caret]89.5
                                       Guanajibo.
                                      Approximately 920               None  [caret]106.
                                       meters upstream of                             1
                                       Sector Jeraldo.
Quebrada Mabu.......................  At confluence with Rio   [caret]12.8  [caret]13.9  Commonwealth of Puerto
                                       Humacao.                                           Rico.
                                      Approximately 460               None  [caret]43.3
                                       meters upstream of
                                       Calle B.
Quebrada Mariana....................  At confluence with Rio   [caret]19.6    [caret]19  Commonwealth of Puerto
                                       Humacao.                                           Rico.
                                      Approximately 3,400             None  [caret]75.2
                                       meters upstream of
                                       Puerto Rico Highway 30.
Quebrada Mariana Tributary..........  At confluence with              None  [caret]20.5  Commonwealth of Puerto
                                       Quebrada Mariana.                                  Rico.
                                      Approximately 110               None  [caret]32.2
                                       meters upstream of
                                       Camino Manolo Lopez.
Quebrada la Mina....................  Approximately 220               None   [caret]6.1  Commonwealth of Puerto
                                       meters downstream of                               Rico.
                                       Puerto Rico Route 997.
                                      Approximately 930               None  [caret]77.7
                                       meters upstream of
                                       Puerto Rico Route 201.
Quebrada la Mina Tributary..........  Confluence with                 None  [caret]45.6  Commonwealth of Puerto
                                       Quebrada la Mina.                                  Rico.
                                      Approximately 755               None  [caret]82.3
                                       meters upstream of
                                       confluence with
                                       Quebrada la Mina.

Rio Bairoa..........................  At confluence with Rio   [caret]51.3  [caret]50.9  Commonwealth of Puerto
                                       Grande de Loiza Reach                              Rico.
                                       2.
                                      Approximately 290        [caret]90.3  [caret]90.1
                                       meters upstream of
                                       Calle Gardena.
Rio Caguitas........................  At confluence of Rio     [caret]52.1    [caret]51  Commonwealth of Puerto
                                       Grande de Loiza Reach                              Rico.
                                       2.
                                      Approximately 1,830             None  [caret]81.2
                                       meters upstream of
                                       Calle Canaboncito.
Rio Canas...........................  Confluence with Rio             11.7  [caret]10.4  Commonwealth of Puerto
                                       Matilde.                                           Rico, Municipality of
                                                                                Ponce.
                                      Approximately 520               38.3  [caret]40.3
                                       meters upstream of
                                       Avenida Ponce De Leon.
Rio Culebrinas (at San Sebastian)...  Approximately 1,120             None  [caret]57.3  Commonwealth of Puerto
                                       meters downstream of                               Rico.
                                       Calle Jose Torres Pino.
                                      Approximately 1,160             None    [caret]69
                                       meters upstream of
                                       Carretera 119.
Rio Culebrinas (at San Sebastian)     At confluence with Rio          None  [caret]60.8  Commonwealth of Puerto
 Tributary.                            Culebrinas (at San                                 Rico.
                                       Sebastian).
                                      Approximately 710               None  [caret]64.1
                                       meters upstream of
                                       Calle Hostos Cabrera.
Rio Culebrinas (downstream reach)...  Approximately 473           [caret]9   [caret]8.7  Commonwealth of Puerto
                                       meters upstream of                                 Rico.
                                       Puerto Rico Highway 2.
                                      Approximately 1,210             None  [caret]18.6
                                       meters upstream of
                                       Calle Concepcion Vera
                                       Ayala.
Rio Fajardo.........................  Approximately 1,140             None     [caret]1  Commonwealth of Puerto
                                       meters upstream of                                 Rico.
                                       mouth.
                                      Approximately 2,050             None  [caret]60.7
                                       meters upstream of
                                       Carretera 977.
Rio Grande de Anasco................  Approximately 300           [caret]3     [caret]2  Commonwealth of Puerto
                                       meters upstream of                                 Rico.
                                       mouth.
                                      Approximately 2,370             None    [caret]20
                                       meters upstream of
                                       Carretera 406.
Rio Grande de Humacao...............  Approximately 230         [caret]2.9     [caret]2  Commonwealth of Puerto
                                       meters above mouth.                                Rico.
                                      Approximately 1,920             None  [caret]46.5
                                       meters upstream of
                                       Carretera 914.
Rio Grande de Loiza Reach 1.........  Approximately 25 meters  [caret]12.8  [caret]13.1  Commonwealth of Puerto
                                       upstream of Puerto                                 Rico.
                                       Rico Highway 3.
                                      Approximately 5,120             None  [caret]28.1
                                       meters upstream of
                                       Puerto Rico Highway
                                       181.
Rio Grande de Loiza Reach 2.........  Approximately 3,640             None  [caret]49.5  Commonwealth of Puerto
                                       meters downstream of                               Rico.
                                       Puerto Rico Highway 30.
                                      Approximately 2,700             None  [caret]96.4
                                       meters upstream of
                                       Carretera 183.
Rio Grande de Manati................  Approximately 130         [caret]1.5     [caret]3  Commonwealth of Puerto
                                       meters upstream of                                 Rico.
                                       mouth.
                                      Approximately 100        [caret]45.4    [caret]49
                                       meters upstream of
                                       Puerto Rico Route 145.
Rio Guanajibo.......................  Approximately 50 meters     [caret]2   [caret]2.4  Commonwealth of Puerto
                                       downstream of                                      Rico.
                                       Carretera 102.
                                      Approximately 2,150             None   [caret]113
                                       meters upstream of
                                       Carretera 368.
Rio Guatemala.......................  At confluence with Rio          None  [caret]53.6  Commonwealth of Puerto
                                       Culebrinas (at San                                 Rico.
                                       Sebastian).
                                      Approximately 1,650             None  [caret]71.4
                                       meters upstream of
                                       Carretera 111.
Rio Guayanes........................  Approximately 450               None   [caret]3.3  Commonwealth of Puerto
                                       meters upstream of                                 Rico.
                                       mouth.
                                      Approximately 4,330             None  [caret]34.3
                                       meters upstream of
                                       Carretera 182.
Rio Guayo...........................  Approximately 300        [caret]45.3  [caret]45.8  Commonwealth of Puerto
                                       meters upstream of the                             Rico, Municipality of
                                       confluence with Rio                                Ponce.
                                       Inabon.
                                      Approximately 44 meters  [caret]156.  [caret]156.
                                       upstream of Puerto                8            1
                                       Rico Route 512.
Rio Gurabo..........................  At confluence with Rio   [caret]49.6  [caret]46.8  Commonwealth of Puerto
                                       Grande de Loiza Reach                              Rico.
                                       2.

                                      Approximately 1,800             None  [caret]71.4
                                       meters upstream of
                                       Carretera 31.
Rio Inabon..........................  Approximately 96 meters         None   [caret]2.4  Commonwealth of Puerto
                                       upstream of mouth.                                 Rico, Municipality of
                                                                                Ponce.
                                      Approximately 7,005            130.9  [caret]132.
                                       meters upstream of                             5
                                       Calle 1.
Rio Jacaguas........................  Approximately 96 meters         None   [caret]2.4  Commonwealth of Puerto
                                       upstream of mouth.                                 Rico, Municipality of
                                                                                Ponce.
                                      Approximately 162        [caret]78.2  [caret]77.4
                                       meters upstream of
                                       Puerto Rico Route 149.
Rio Jacaguas (at Villalba)..........  Approximately 1,180             None  [caret]133.  Commonwealth of Puerto
                                       meters downstream of                           4   Rico.
                                       Puerto Rico Route 150.
                                      Approximately 2,010             None   [caret]196
                                       meters upstream of
                                       Puerto Rico Route 561.
Rio Limones.........................  At confluence with Rio          None  [caret]14.8  Commonwealth of Puerto
                                       Guayanes.                                          Rico.
                                      Approximately 120               None  [caret]37.6
                                       meters upstream of
                                       Carretera 902.
Rio Matilde.........................  Approximately 800         [caret]2.5   [caret]2.1  Commonwealth of Puerto
                                       meters downstream of                               Rico.
                                       Puerto Rico Route 52.
                                      Confluence with Rio      [caret]11.7  [caret]10.3
                                       Canas and Rio Pastillo.
Rio Pastillo........................  Confluence with Rio      [caret]11.7  [caret]10.4  Commonwealth of Puerto
                                       Matilde.                                           Rico, Municipality of
                                                                                Ponce.
                                      Approximately 80 meters  [caret]42.7    [caret]42
                                       upstream of Puerto
                                       Rico Route 132.
Rio Sabana..........................  Approximately 875               None   [caret]2.7  Commonwealth of Puerto
                                       meters above mouth.                                Rico.
                                      Approximately 1.050             None  [caret]26.5
                                       meters upstream of
                                       Carretera 983.
Rio Turabo..........................  At confluence with Rio   [caret]59.1  [caret]57.4  Commonwealth of Puerto
                                       Grande de Loiza Reach                              Rico.
                                       2.
                                      Approximately 7,500             None  [caret]105.
                                       meters upstream of                             8
                                       Calle Georgetti.
Rio Valenciano......................  At confluence with Rio     [caret]59  [caret]59.8  Commonwealth of Puerto
                                       Guarabo.                                           Rico.
                                      Approximately 1,040             None    [caret]70
                                       meters upstream of
                                       Carretera 928.
Vieques Passage.....................  Approximately 3.9         [caret]2.2   [caret]1.8  Commonwealth of Puerto
                                       kilometers southeast                               Rico.
                                       of the intersection of
                                       Carretera 3 and
                                       Carretera 31.
                                      Shoreline,                [caret]3.3   [caret]9.8
                                       approximately 4.1
                                       kilometers southeast
                                       of the intersection of
                                       Carretera 3 and
                                       Carretera 31 (Punta
                                       Lima).
Vieques Sound.......................  At intersection of        [caret]2.6   [caret]3.4  Commonwealth of Puerto
                                       Forrestal Drive and                                Rico.
                                       Tarawa Drive.
                                      Shoreline,                [caret]2.9   [caret]5.2
                                       approximately 3.1
                                       kilometers northeast
                                       of intersection of
                                       Avenida el
                                       Conquistador and
                                       Carretera Cabezas.
----------------------------------------------------------------------------------------------------------------
* 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
                                           Commonwealth of Puerto Rico
Maps are available for inspection at Puerto Rico Planning Board, North Building, 16th Floor, De Diego Avenue,
 Stop 22 Santurce, San Juan, PR.

                                              Municipality of Ponce
Maps are available for inspection at Ponce City Hall, Calle Villa--Frente a Plaza Las Delicias, Ponce, PR.
----------------------------------------------------------------------------------------------------------------

                                 King County, Washington, and Incorporated Areas
----------------------------------------------------------------------------------------------------------------
North Creek.........................  Approximately 690 feet          None          +34  City of Bothell, City
                                       upstream of NE 195th                               of Woodinville.
                                       Street, landward of
                                       east levee.
                                      Approximately at SR             None          +34
                                       522, east of I-405,
                                       landward of east levee.
                                      Approximately 820 feet          None          +42
                                       upstream of North
                                       Creek Parkway,
                                       landward of east levee.
North Creek.........................  Approximately 100 feet          None          +36  City of Bothell.
                                       upstream of N 195th
                                       Street, landward of
                                       west levee.
                                      Approximately 820 feet          None          +42
                                       upstream of North
                                       Creek Parkway,
                                       landward of west levee.
----------------------------------------------------------------------------------------------------------------
* 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 Bothell
Maps are available for inspection at 9654 NE 182nd St., Bothell, WA.

City of Woodinville
Maps are available for inspection at 17301-133rd Ave NE, Woodinville, WA 98072.
----------------------------------------------------------------------------------------------------------------

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

    Dated: February 28, 2008.
Michael K. Buckley,
Deputy Assistant Administrator for Mitigation, Department of Homeland
Security, Federal Emergency Management Agency.
[FR Doc. E8-4638 Filed 3-7-08; 8:45 am]

BILLING CODE 9110-12-P


[Federal Register Volume 83, Number 153 (Wednesday, August 8, 2018)]
[Proposed Rules]
[Pages 39007-39009]
[FR Doc No: 2018-16494]

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

DEPARTMENT OF TRANSPORTATION

Federal Aviation Administration

14 CFR Part 39

[Docket No. FAA-2018-0669; Product Identifier 2017-SW-041-AD]
RIN 2120-AA64

Airworthiness Directives; Airbus Helicopters (Previously
Eurocopter France)

AGENCY: Federal Aviation Administration (FAA), DOT.

ACTION: Notice of proposed rulemaking (NPRM).

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

SUMMARY: We propose to supersede Airworthiness Directive (AD) 2016-25-
19 for Airbus Helicopters (previously Eurocopter France) Model AS350B3
and EC130B4 helicopters. AD 2016-25-19 requires inspecting the pilot's
and co-pilot's throttle twist for proper operation. This proposed AD
would retain the requirements of AD 2016-25-19 and add certain model
helicopters to the applicability. The actions of this proposed AD are
intended to address the unsafe condition on these helicopters.

DATES: We must receive comments on this proposed AD by October 9, 2018.

ADDRESSES: You may send comments by any of the following methods:
     Federal eRulemaking Docket: Go to http://www.regulations.gov. Follow the online instructions for sending your
comments electronically.
     Fax:<PHONE_NUMBER>.
     Mail: Send comments to the U.S. Department of
Transportation, Docket Operations, M-30, West Building Ground Floor,
Room W12-140, 1200 New Jersey Avenue SE, Washington, DC 20590-0001.
     Hand Delivery: Deliver to the ``Mail'' address between 9
a.m. and 5 p.m., Monday through Friday, except Federal holidays.

Examining the AD Docket

    You may examine the AD docket on the internet at http://www.regulations.gov by searching for and locating Docket No. FAA-2018-
0669; or in person at Docket Operations between 9 a.m. and 5 p.m.,
Monday through Friday, except Federal holidays. The AD docket contains
this proposed AD, the European Aviation Safety Agency (EASA) AD, the
economic evaluation, any comments received and other information. The
street address for Docket Operations (telephone<PHONE_NUMBER>) is in the
ADDRESSES section. Comments will be available in the AD docket shortly
after receipt.
    For service information identified in this proposed rule, contact
Airbus Helicopters, 2701 N. Forum Drive, Grand Prairie, TX 75052;
telephone<PHONE_NUMBER> or<PHONE_NUMBER>; fax<PHONE_NUMBER>; or at
http://www.helicopters.airbus.com/website/en/ref/Technical-Support_73.html. You may review service information at the FAA, Office
of the Regional Counsel, Southwest Region, 10101 Hillwood Pkwy, Room
6N-321, Fort Worth, TX 76177.

FOR FURTHER INFORMATION CONTACT: George Schwab, Aviation Safety
Engineer, Safety Management Section, Rotorcraft Standards Branch, FAA,
10101 Hillwood Pkwy., Fort Worth, TX 76177; telephone<PHONE_NUMBER>;
email [email protected].

SUPPLEMENTARY INFORMATION:

Comments Invited

    We invite you to participate in this rulemaking by submitting
written comments, data, or views. We also invite comments relating to
the economic, environmental, energy, or federalism impacts that might
result from adopting the proposals in this document. The most helpful
comments reference a specific portion of the proposal, explain the
reason for any recommended change, and include supporting data. To
ensure the docket does not contain duplicate comments, commenters
should send only one copy of written comments, or if comments are filed
electronically, commenters should submit only one time.
    We will file in the docket all comments that we receive, as well as
a report summarizing each substantive public contact with FAA personnel
concerning this proposed rulemaking. Before acting on this proposal, we
will consider all comments we receive on or before the closing date for
comments. We will consider comments filed after the comment period has
closed if it is possible to do so without incurring expense or delay.
We may change this proposal in light of the comments we receive.

Discussion

    We issued AD 2016-25-19, Amendment 39-18745 (81 FR 95854, December
29, 2016) (AD 2016-25-19), for Airbus Helicopters Model AS350B3 and
EC130B4 helicopters with the ARRIEL 2B1 engine with the two-channel
Full Authority Digital Engine Control (FADEC) and with new twist grip
modification (MOD) 073254 (for the Model AS350B3 helicopter) or MOD
073773 (for the Model EC130B4 helicopter). AD 2016-25-19 requires
repetitively inspecting the wiring, performing an insulation test,
inspecting the pilot and copilot throttle twist grip controls, and
testing the pilot and copilot throttle twist grip controls for proper
functioning. AD 2016-25-19 was prompted by AD No. 2013-0191-E, dated
August 22, 2013 (EASA AD 2013-0191-E), issued by EASA, which is the
Technical Agent for the Member States of the European Union. EASA
advised that the switches in the engine ``IDLE'' or ``FLIGHT'' control
system could be affected by the corrosive effects of a salt-laden
atmosphere, which could lead to engine power loss. EASA AD 2013-0191-E
required repetitive inspections for corrosion, application of corrosion
protection on the switches, and testing of the insulation and switches
of the engine idle and flight control system. The actions required in
AD 2016-25-19 are intended to prevent unintended touchdown to the
ground at a flight-idle power setting during a practice autorotation,
damage to the helicopter, and injury to occupants.

Actions Since AD 2016-25-19 Was Issued

    Since we issued AD 2016-25-19, EASA issued AD No. 2017-0052, dated
March 24, 2017, which superseded EASA AD No. 2013-0191-E, dated August
22, 2013. EASA advised that Airbus Helicopters had added

clarifications to the operational procedure, introduced a modification
to apply water-tight protection to the microswitch connectors, and
extended the applicability to helicopters with a Turbomecca ARRIEL 2D
engine installed.
    EASA subsequently issued AD No. 2017-0059, dated April 6, 2017,
which superseded EASA AD No. 2017-0052 to correct the applicability by
including Model EC130T2 helicopters.

FAA's Determination

    These helicopters have been approved by the aviation authority of
France and are approved for operation in the United States. Pursuant to
our bilateral agreement with France, EASA, its technical
representative, has notified us of the unsafe condition described in
its AD. We are proposing this AD because we evaluated all known
relevant information and determined that an unsafe condition is likely
to exist or develop on other products of the same type design.

Related Service Information Under 1 CFR Part 51

    We reviewed one document that co-publishes three Emergency Alert
Service Bulletin (EASB) identification numbers: No. 05.00.61, Revision
3, dated June 15, 2015, for Model AS350B3 helicopters; No. 05.00.41,
Revision 2, dated June 15, 2015, for the non-FAA type certificated
Model AS550C3 helicopter; and No. 05A009, Revision 3, dated June 15,
2015, for Model EC130B4 helicopters. EASB Nos. 05.00.61 and 05A009 are
incorporated by reference in AD 2016-25-19 and will be retained for the
requirements of this proposed AD. EASB No. 05.00.41 is not incorporated
by reference in AD 2016-25-19 and will not be incorporated by reference
in this proposed AD. This service information applies to helicopters
with an Arriel 2B1 engine installed and describes procedures for a
functional check and installation of protection for micro-contacts
(microswitches) 53Ka, 53Kb, and 65K (IDLE/FLIGHT mode).
    We also reviewed one document that co-publishes three EASB
identification numbers: No. 05.00.77, Revision 1, dated June 15, 2015,
for Model AS350B3 helicopters; No. 05.00.52, Revision 1, dated June 15,
2015, for the non-FAA type certificated Model AS550C3 helicopter; and
No. 05A014, Revision 1, dated June 15, 2015, for Model EC130T2
helicopters. EASB Nos. 05.00.77 and 05A014 will be incorporated by
reference in this proposed AD. EASB No. 05.00.52 will not be
incorporated by reference in this proposed AD. This service information
applies to helicopters with an Arriel 2D engine installed and describes
procedures for a check of the protection for micro-contacts
(microswitches) 53Ka, 53Kb, and 65K (IDLE/FLIGHT mode).
    This service information is reasonably available because the
interested parties have access to it through their normal course of
business or by the means identified in the ADDRESSES section.

Proposed AD Requirements

    This proposed AD would retain the inspection requirements of AD
2016-25-19 but would add Model AS350B3 helicopters with an Arriel 2D
engine installed and Model EC130T2 helicopters.

Differences Between This Proposed AD and the EASA AD

    The EASA AD requires the initial inspections within 10 flight hours
or 7 days; this proposed AD requires compliance before the next
autorotation training flight or before 100 hours time-in-service,
whichever occurs earlier, as the unsafe condition only occurs when
transitioning the throttle in flight from flight to idle and back to
flight, such as during a practice autorotation.
    Additionally, the EASA AD requires installing Airbus Helicopters
modification 074263; this proposed AD does not as it does not correct
the unsafe condition.

Interim Action

    We consider this proposed AD to be an interim action. If final
action is later identified, we might consider further rulemaking then.

Costs of Compliance

    We estimate that this proposed AD would affect 692 helicopters of
U.S. Registry.
    We estimate that operators will incur the following costs in order
to comply with this proposed AD. At an average labor rate of $85 per
work hour, it would take about 4 work hours for the inspections and any
necessary maintenance, for a total cost of $340 per helicopter and
$235,280 for the U.S. fleet per inspection cycle.

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, 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 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 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

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 removing Airworthiness Directive (AD)
2016-25-19, Amendment 39-18745 (81 FR 95854, December 29, 2016), and
adding the following new AD:

Airbus Helicopters (Previously Eurocopter France): Docket No. FAA-
2018-0669; Product Identifier 2017-SW-041-AD.

(a) Applicability

    This AD applies to the following helicopters, certificated in
any category:
    (1) Model AS350B3 helicopters with an ARRIEL 2B1 engine with the
two-channel Full Authority Digital Engine Control (FADEC) and with
new twist grip modification (MOD) 073254 or with an ARRIEL 2D engine
installed;
    (2) Model EC130B4 helicopters with an ARRIEL 2B1 engine with the
two-channel FADEC and with new twist grip MOD 073773 installed; and
    (3) Model EC130T2 helicopters with an ARRIEL 2D engine
installed.

(b) Unsafe Condition

    This AD defines the unsafe condition as failure of one of the
two contactors, 53Ka or 53Kb, which can prevent switching from
``IDLE'' mode to ``FLIGHT'' mode during autorotation training making
it impossible to recover from a practice autorotation and compelling
the pilot to continue the autorotation to the ground. This condition
could result in unintended touchdown to the ground at a flight-idle
power setting during a practice autorotation, damage to the
helicopter, and injury to occupants.

(c) Affected ADs

    This AD replaces AD 2016-25-19, Amendment 39-18745 (81 FR 95854,
December 29, 2016).

(d) Comments Due Date

    We must receive comments by October 9, 2018.

(e) 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.

(f) Required Actions

    (1) Before the next practice autorotation or within 100 hours
time-in-service (TIS), whichever occurs first, inspect the wiring,
perform an insulation test, inspect the pilot and copilot throttle
twist grip controls, and test the pilot and copilot throttle twist
grip controls for proper functioning by following the Accomplishment
Instructions, paragraph 3.B.1 through 3.B.6, of Airbus Helicopters
Emergency Alert Service Bulletin (EASB) No. 05.00.61, Revision 3,
dated June 15, 2015, for Model AS350B3 helicopters with an ARRIEL
2B1 engine; EASB No. 05.00.77, Revision 1, dated June 15, 2015, for
Model AS350B3 helicopters with an ARRIEL 2D engine; EASB No. 05A009,
Revision 3, dated June 15, 2015, for Model EC130B4 helicopters; or
EASB No. 05A014, Revision 1, dated June 15, 2015, for Model EC130T2
helicopters, as appropriate for your model helicopter.
    (2) Repeat the inspections in paragraph (f)(1) of this AD at
intervals not to exceed the following compliance times. For purposes
of this AD, salt laden conditions exist when a helicopter performs a
flight from a takeoff and landing area, heliport, or airport less
than 0.5 statute mile from salt water or performs a flight within
0.5 statute mile from salt water below an altitude of 1,000 ft.
above ground or sea level.
    (i) For helicopters that have operated in salt laden conditions
since the previous inspection required by this AD, at intervals not
to exceed 330 hours TIS.
    (ii) For helicopters that have not operated in salt laden
conditions since the previous inspection required by this AD, at
intervals not to exceed 660 hours TIS.

(g) Alternative Methods of Compliance (AMOCs)

    (1) The Manager, Safety Management Section, Rotorcraft Standards
Branch, FAA, may approve AMOCs for this AD. Send your proposal to:
George Schwab, Aviation Safety Engineer, Safety Management Group,
Rotorcraft Directorate, 10101 Hillwood Parkway, Fort Worth, Texas
76177; telephone<PHONE_NUMBER>; email [email protected].
    (2) For operations conducted under a 14 CFR part 119 operating
certificate or under 14 CFR 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.

(h) Additional Information

    The subject of this AD is addressed in European Aviation Safety
Agency (EASA) AD No. 2017-0059, dated April 6, 2017. You may view
the EASA AD on the internet at http://www.regulations.gov in the AD
Docket.

(i) Subject

    Joint Aircraft Service Component (JASC) Code: 7697 Engine
Control System Wiring.

    Issued in Fort Worth, Texas, on July 11, 2018.
Scott A. Horn,
Deputy Director for Regulatory Operations, Compliance & Airworthiness
Division, Aircraft Certification Service.
[FR Doc. 2018-16494 Filed 8-7-18; 8:45 am]
BILLING CODE 4910-13-P