[Federal Register: March 20, 2009 (Volume 74, Number 53)]
[Notices]
[Page 11934-11935]
[DOCID:fr20mr09-52]

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

DEPARTMENT OF ENERGY

Federal Energy Regulatory Commission

[Project Nos. 2085-014--California; 67-113; 120-020]

Southern California Edison; Notice of Availability of the Final
Environmental Impact Statement for the Big Creek Projects

March 13, 2009.
    In accordance with the National Environmental Policy Act of 1969
and the Federal Energy Regulatory Commission's (Commission)
regulations, 18 CFR part 380 (Order No. 486, 52 FR 47897), the Office
of Energy Projects has reviewed the applications for relicensing four
Southern California Edison (SCE) projects, which are part of the Big
Creek System: Mammoth Pool Project (FERC No. 2085); Big Creek Nos. 2A,
8 and Eastwood (FERC No. 67); Big Creek Nos. 1 and 2 (FERC No. 2175);

and Big Creek No. 3 (FERC No. 120), located in Fresno and Madera
Counties, California, and has prepared a final Environmental Impact
Statement (final EIS) for the projects.
    SCE's existing 865-megawatt Big Creek System includes the
integrated operation of nine major powerhouses, six major reservoirs,
numerous small diversions, various conveyance facilities, and
electrical transmission lines, authorized under seven Commission
licenses. The four projects evaluated in the draft EIS occupy about
6,870 acres of federal land administered by the U.S. Department of
Agriculture, Forest Service, in the Sierra National Forest.
    In the final EIS, staff evaluates the applicant's proposal and
alternatives for relicensing the projects. The final EIS documents the
views of governmental agencies, non-governmental organizations,
affected Indian tribes, the public, the license applicant, and
Commission staff.
    Copies of the final EIS are available for review in the
Commission's Public Reference Branch, Room 2A, located at 888 First
Street, NE., Washington, DC 20426. The final EIS also may be viewed on
the Internet at http://www.ferc.gov under the eLibrary link. Enter the
docket number (P-067, P-2175, P-2085, or P-120) to access the document.
For assistance, contact FERC Online Support at
<EMAIL_ADDRESS>or toll-free at 1-866-208-3676, or for TTY,
(202) 502-8659.
    CD versions of the final EIS have been mailed to everyone on the
mailing list for the projects. Copies of the CD, as well as a limited
number of paper copies, are available from the Public Reference Room
identified above.
    You may also register online at http://www.ferc.gov/docs-filing/
esubscription.asp to be notified via e-mail of new filings and
issuances related to these or other pending projects. For assistance,
contact FERC Online Support.
    For further information, contact James Fargo at<PHONE_NUMBER> or
at<EMAIL_ADDRESS>
Kimberly D. Bose,
Secretary.
[FR Doc. E9-6074 Filed 3-19-09; 8:45 am]


[Federal Register: April 17, 2008 (Volume 73, Number 75)]
[Proposed Rules]
[Page 20894-20900]
[DOCID:fr17ap08-27]

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

DEPARTMENT OF HOMELAND SECURITY

Federal Emergency Management Agency

44 CFR Part 67

 [Docket No. FEMA-B-7773]

Proposed Flood Elevation Determinations

AGENCY: Federal Emergency Management Agency, DHS.

ACTION: Proposed rule.

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

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 July 16, 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-7773, 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.
    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)
                State                      City/town/county                  Source of flooding                                     Location**                             Depth in feet above
                                                                                ground
                                                                                -------------------------
                                                                                Existing     Modified
------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------
                                                                                City of Brookport, Illinois
------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------
Illinois.............................  City of Brookport.......  Ohio River...............................  Approximately 2,460 feet upstream of U.S. Highway 45......         None         *339
                                                                                Approximately 3,680 feet downstream of U.S. Highway 45....         None         *339
------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------
* National Geodetic Vertical Datum.
+ North American Vertical Datum.
 Depth in feet above ground.
** 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 Brookport

Maps are available for inspection at City Hall, 209 Ohio Street, City of Brookport, IL 62910.

----------------------------------------------------------------------------------------------------------------
                                                                  * Elevation in feet
                                                                (NGVD)  + Elevation in
                                                                feet  (NAVD)
         Flooding source(s)            Location of referenced     Depth in feet above      Communities affected
                                            elevation**                 ground
                                                              --------------------------
                                                                Effective     Modified
----------------------------------------------------------------------------------------------------------------
                                   Bay County, Florida, and Incorporated Areas
----------------------------------------------------------------------------------------------------------------
Beefwood Branch.....................  At the confluence with          None          +24  City of Panama City,
                                       Bayou George.                                      Unincorporated Areas
                                                                                of Bay County.
                                      Approximately 19,900            None          +62
                                       feet upstream of the
                                       confluence with Bayou
                                       George.
Big Branch..........................  At the confluence with          None          +27  City of Panama City,
                                       Bayou George.                                      Unincorporated Areas
                                                                                of Bay County.
                                      Approximately 24,800            None          +60
                                       feet upstream of the
                                       confluence with Bayou
                                       George.
Dry Branch..........................  Approximately 615 feet          None          +10  Town of Cedar Grove,
                                       upstream of the                                    Unincorporated Areas
                                       confluence with Bayou                              of Bay County.
                                       George.
                                      Approximately 800 feet          None          +11
                                       downstream of Highway
                                       231.
Hammock Branch......................  At the confluence with          None          +23  City of Panama City,
                                       Bayou George.                                      Unincorporated Areas
                                                                                of Bay County.
                                      Approximately 25,000            None          +50
                                       feet upstream of the
                                       confluence with Bayou
                                       George.
Island Branch.......................  At the confluence with          None          +30  City of Panama City,
                                       Bayou George.                                      Unincorporated Areas
                                                                                of Bay County.
                                      Approximately 16,900            None          +59
                                       feet upstream of the
                                       confluence with Bayou
                                       George.
Unnamed Tributary 1 to Bayou George.  Approximately 650 feet          None          +16  City of Panama City,
                                       upstream of the                                    Unincorporated Areas
                                       confluence with Bayou                              of Bay County.
                                       George.
                                      Approximately 1,400             None          +50
                                       feet upstream of
                                       Nadine Road.

Unnamed Tributary 10 to Bayou George  At the confluence with          None          +37  City of Panama City,
                                       Bayou George.                                      Unincorporated Areas
                                                                                of Bay County.
                                      Approximately 3,900             None          +50
                                       feet upstream of the
                                       confluence with Bayou
                                       George.
Unnamed Tributary 11 to Bayou George  At the confluence with          None          +57  Unincorporated Areas of
                                       Bayou George.                                      Bay County.
                                      Approximately 8,600             None          +64
                                       feet upstream of the
                                       confluence with Bayou
                                       George.
Unnamed Tributary 2 to Bayou George.  Approximately 420 feet          None          +25  City of Panama City,
                                       upstream of the                                    Unincorporated Areas
                                       confluence with Bayou                              of Bay County.
                                       George.
                                      Approximately 2,170             None          +47
                                       feet upstream of John
                                       Pitts Road.
Unnamed Tributary 3 to Bayou George.  Approximately 400 feet          None          +23  City of Panama City,
                                       upstream of the                                    Unincorporated Areas
                                       confluence with Bayou                              of Bay County.
                                       George.
                                      Approximately 5,500             None          +56
                                       feet upstream of John
                                       Pitts Road.
Unnamed Tributary 4 to Bayou George.  Approximately 315 feet          None          +31  Town of Cedar Grove,
                                       upstream of the                                    City of Panama City,
                                       confluence with Bayou                              Unincorporated Areas
                                       George.                                            of Bay County.
                                      Approximately 7,780             None          +56
                                       feet upstream of John
                                       Pitts Road.
Unnamed Tributary 5 to Bayou George.  Approximately 560 feet          None          +25  Town of Cedar Grove,
                                       upstream of the                                    Unincorporated Areas
                                       confluence with Bayou                              of Bay County.
                                       George.
                                      Approximately 1,200             None          +43
                                       feet upstream of Bayou
                                       George Drive.
Unnamed Tributary 6 to Bayou George.  Approximately 125 feet          None          +38  Unincorporated Areas of
                                       upstream of the                                    Bay County.
                                       confluence with Bayou
                                       George.
                                      Approximately 1,400             None          +38
                                       feet upstream of the
                                       confluence with Bayou
                                       George.
Unnamed Tributary 7 to Bayou George.  At John Pitts Road.....         None          +19  City of Panama City,
                                                                                Unincorporated Areas
                                                                                of Bay County.
                                      Approximately 7,500             None          +54
                                       feet upstream of Old
                                       Majette Tower Road.
Unnamed Tributary 8 to Bayou George.  At the confluence with          None          +23  City of Panama City,
                                       Bayou George.                                      Unincorporated Areas
                                                                                of Bay County.
                                      Approximately 6,700             None          +46
                                       feet upstream of the
                                       confluence with Bayou
                                       George.
Unnamed Tributary 9 to Bayou George.  At the confluence with          None          +24  City of Panama City.
                                       Bayou George.
                                      Approximately 1,800             None          +35
                                       feet upstream of the
                                       confluence with Bayou
                                       George.
Water Branch........................  At the confluence with          None          +47  Unincorporated Areas of
                                       Bayou George.                                      Bay County.
                                      Approximately 22,000            None          +60
                                       feet upstream of the
                                       confluence with Bayou
                                       George.
White Bucky Branch..................  Approximately 900 feet          None          +26  City of Panama City,
                                       upstream of the                                    Unincorporated Areas
                                       confluence with Bayou                              of Bay County.
                                       George.
                                      Approximately 9,000             None          +54
                                       feet upstream of the
                                       confluence with Bayou
                                       George.
----------------------------------------------------------------------------------------------------------------
* National Geodetic Vertical Datum.
+ North American Vertical Datum.
 Depth in feet above ground.
** 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 Panama City
Maps are available for inspection at Panama City Hall, Engineering Department, 9 Harrison Avenue, Panama City,
 FL.

Town of Cedar Grove
Maps are available for inspection at Cedar Grove Town Hall, 2728 East 14th Street, Cedar Grove, FL.

                                       Unincorporated Areas of Bay County
Maps are available for inspection at Bay County Planning and Zoning Department, 707 Jenks Avenue, Suite B,
 Panama City, FL.
----------------------------------------------------------------------------------------------------------------
                                Washington County, Idaho, and Incorporated Areas
----------------------------------------------------------------------------------------------------------------
Monroe Creek........................  Approximately 350 feet          None        +2108  City of Weiser.
                                       downstream of Union
                                       Pacific Railroad.
                                      Approximately 50 feet           None        +2125
                                       downstream of Park
                                       Street.
----------------------------------------------------------------------------------------------------------------
* National Geodetic Vertical Datum.
+ North American Vertical Datum.
 Depth in feet above ground.
** 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 Weiser
Maps are available for inspection at 55 West Idaho Street, Wieser, ID 83672.
----------------------------------------------------------------------------------------------------------------
                               Vermilion Parish, Louisiana, and Incorporated Areas
----------------------------------------------------------------------------------------------------------------
Gulf of Mexico......................  Confluence of Gulf of            +14          +15  Unincorporated Areas of
                                       Mexico and Vermilion                               Vermilion Parish.
                                       Bay.
                                      Entire coastline east            +15          +17
                                       of intersection with
                                       Rollover Bayou.
Vermilion Bay.......................  Divergence with Gulf of          +15          +14  Unincorporated Areas of
                                       Mexico.                                            Vermilion Parish.
                                      Confluence with Gulf of          +14          +15
                                       Mexico.
----------------------------------------------------------------------------------------------------------------
* National Geodetic Vertical Datum.
+ North American Vertical Datum.
 Depth in feet above ground.
** 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 Vermilion Parish
Maps are available for inspection at 100 N. State St., Suite 200, Abberville, LA 70510.
----------------------------------------------------------------------------------------------------------------
                               Renville County, Minnesota, and Incorporated Areas
----------------------------------------------------------------------------------------------------------------
Minnesota River.....................  Approximately 4,850             +818         +819  City of Franklin, City
                                       feet downstream of the                             of Morton,
                                       Nicollet County                                    Unincorporated Areas
                                       Boundary.                                          of Renville County.
                                      Approximately 4,600             +882         +883
                                       feet upstream of the
                                       Chippewa County
                                       Boundary.
----------------------------------------------------------------------------------------------------------------
* National Geodetic Vertical Datum.
+ North American Vertical Datum.
 Depth in feet above ground.
** 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 Franklin

Maps are available for inspection at City Hall, 320 Second Avenue East, Franklin, MN 55333.

City of Morton
Maps are available for inspection at City Hall, 221 West 2nd Street, Morton, MN 56270.

                                     Unincorporated Areas of Renville County
Maps are available for inspection at Renville County Office Building, 105 South 5th Street, Room 311, Olivia, MN
 56277.
----------------------------------------------------------------------------------------------------------------
                                 Lee County, Mississippi, and Incorporated Areas
----------------------------------------------------------------------------------------------------------------
Campbelltown Creek..................  Approximately 375 feet          None         +340  City of Baldwyn,
                                       upstream of State                                  Unincorporated Areas
                                       Highway 145.                                       of Lee County.
                                      Approximately 4,802             None         +359
                                       feet upstream of
                                       County Road 2790.
Chiwapa Creek.......................  Approximately 3,480             None         +269  Unincorporated Areas of
                                       feet upstream of the                               Lee County.
                                       confluence with
                                       Chiwapa Creek
                                       Tributary 15.
                                      Approximately 3,180             None         +274
                                       feet upstream of the
                                       confluence with
                                       Chiwapa Creek
                                       Tributary 16.
Coonewah Creek......................  At Interstate 45.......         None         +242  Unincorporated Areas of
                                                                                Lee County, Town of
                                                                                Shannon.
                                      Approximately 6,220             None         +252
                                       feet upstream of State
                                       Highway 145.
Coonewah Creek Tributary 3..........  Approximately 1,210             None         +254  Unincorporated Areas of
                                       feet downstream of                                 Lee County.
                                       County Road 484.
                                      Approximately 620 feet          None         +266
                                       upstream of County
                                       Road 520.
Euclatubba Creek....................  At the confluence of            None         +280  Unincorporated Areas of
                                       Mud Creek.                                         Lee County, Town of
                                                                                Saltillo.
                                      Approximately 1,990             None         +302
                                       feet upstream of State
                                       Highway 145.
Mud Creek...........................  Approximately 4,465             +265         +266  Unincorporated Areas of
                                       feet downstream of                                 Lee County, City of
                                       Interstate 78.                                     Tupelo, Town of
                                                                                Saltillo.
                                      Approximately 80 feet           None         +289
                                       upstream of County
                                       Road 681.
Reeds Branch........................  Approximately 2,410             None         +269  Unincorporated Areas of
                                       feet downstream of                                 Lee County.
                                       confluence with Reeds
                                       Branch Tributary 1.
                                      Approximately 1,565             None         +302
                                       feet upstream of
                                       County Road 900.
Sand Creek..........................  At the confluence with          None         +280  Unincorporated Areas of
                                       Mud Creek.                                         Lee County, Town of
                                                                                Saltillo.
                                      At State Highway 363...         None         +307
Sand Creek Tributary 1..............  At the confluence of            None         +299  Unincorporated Areas of
                                       Sand Creek.                                        Lee County, Town of
                                                                                Saltillo.
                                      Approximately 2,190             None         +326
                                       feet upstream of
                                       Fellowship Road.
Sand Creek Tributary 2..............  At the confluence of            None         +304  Town of Saltillo.
                                       Sand Creek.
                                      Approximately 6,890             None         +343
                                       feet upstream of
                                       confluence with Sand
                                       Creek.
Town Creek..........................  Approximately 1,575             +256         +257  City of Tupelo,
                                       feet downstream of the                             Unincorporated Areas
                                       confluence with Kings                              of Lee County.
                                       Creek.
                                      Approximately 2,500             None         +279
                                       feet upstream of Mount
                                       Vernon Road.
                                      Approximately 1,070             None         +291
                                       feet downstream of
                                       confluence of Town
                                       Creek Tributary 9.
                                      At Lee/Pontotoc county          None         +328
                                       boundary.
Town Creek Tributary 1..............  Approximately 1,900             None         +226  Unincorporated Areas of
                                       feet downstream from                               Lee County, Town of
                                       railroad.                                          Nettleton.
                                      Approximately 1,080             None         +238
                                       feet upstream of
                                       railroad.
----------------------------------------------------------------------------------------------------------------
* National Geodetic Vertical Datum.
+ North American Vertical Datum.
 Depth in feet above ground.

** 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 Baldwyn
Maps are available for inspection at Baldwyn City Hall, 202 South Second Street, Baldwyn, MS 38824.

City of Tupelo
Maps are available for inspection at Tupelo Planning Department, Tupelo City Hall, 117 North Broadway, 2nd
 Floor, MS 38802.

Town of Nettleton
Maps are available for inspection at Nettleton Town Hall, 124 Short Street, Nettleton, MS 38858.

Town of Saltillo
Maps are available for inspection at 205 South Second Street, Saltillo, MS 38866.

Town of Shannon
Maps are available for inspection at Shannon Town Hall, 1426 North Street, Shannon, MS 38868.

                                       Unincorporated Areas of Lee County
Maps are available for inspection at Lee County Courthouse, 201 West Jefferson, Suite A, Tupelo, MS 38801.
----------------------------------------------------------------------------------------------------------------
                                   Summit County, Ohio, and Incorporated Areas
----------------------------------------------------------------------------------------------------------------
Brandywine Creek....................  Approximately 2,700             None         +649  Unincorporated Areas of
                                       feet above confluence                              Summit County, City of
                                       with Cuyahoga River.                               Macedonia, Village of
                                                                                Boston Heights,
                                                                                Village of Hudson.
                                      Approximately 100 feet          None        +1093
                                       upstream Ashley Drive.
Brandywine Creek Tributary..........  Approximately 500 feet         +1034        +1033  Village of Hudson.
                                       downstream of Prospect
                                       Street.
                                      Approximately 900 feet         +1061        +1070
                                       upstream of Ravenna
                                       Street.
Brandywine Creek Tributary 5........  At confluence with              +966         +965  City of Macedonia.
                                       Brandywine Creek.
                                      Approximately 2,200             None         +969
                                       feet above confluence
                                       with Brandywine Creek.
Brandywine Creek Tributary Overflow.  Approximately 450 feet          None        +1025  Village of Hudson.
                                       above Boston Mills
                                       Road.
                                      Approximately 100 feet          None        +1053
                                       downstream from
                                       divergence from
                                       Brandywine Creek
                                       Tributary.
Indian Creek........................  At confluence with              +965         +959  Unincorporated Areas of
                                       Brandywine Creek.                                  Summit County, City of
                                                                                Macedonia.
                                      Approximately 3,700            +1032        +1031
                                       feet upstream of Ledge
                                       Road.
Indian Creek Tributary 3............  At confluence with             +1011        +1010  City of Macedonia.
                                       Indian Creek.
                                      Approximately 1,700            +1019        +1016
                                       feet upstream of Ledge
                                       Road.
Indian Creek Tributary 4............  Mouth at Indian Creek..         +978         +977  City of Macedonia.
                                      Approximately 760 feet          None         +986
                                       upstream of Bedford
                                       Road.
Mud Brook...........................  At mouth at Cuyahoga            None         +748  City of Akron, City of
                                       River.                                             Cuyahoga Falls, City
                                                                                of Stow, Village of
                                                                                Hudson.
                                      Approximately 3,400             None         +999
                                       feet upstream of
                                       Streetsboro Road.
Mud Brook Tributary 1...............  At confluence with Mud          +989         +985  City of Stow.
                                       Brook.
                                      Approximately 2,480             None         +988
                                       feet upstream of
                                       Hudson Street.
Mud Brook Tributary 1B..............  At confluence with Mud          None         +986  Village of Silver Lake,
                                       Brook Tributary 1.                                 City of Stow.
                                      Approximately 100 feet          +994         +999
                                       upstream of Carter
                                       Lumber Drive.
Mud Brook Tributary 3...............  Approximately 1,300             +993         +991  City of Stow.
                                       feet downstream of
                                       Allen Road.
                                      Approximately 700 feet         +1003        +1006
                                       upstream of Allen Road.
North Fork Yellow Creek.............  Just downstream of              +911         +913  Unincorporated Areas of
                                       Granger Road.                                      Summit County.
                                      Approximately 75 feet           None         +951
                                       upstream of Bath Road.
North Fork Yellow Creek Tributary...  Approximately 100 feet          +924         +923  Unincorporated Areas of
                                       above confluence with                              Summit County.
                                       North Fork Yellow
                                       Creek.
                                      Approximately 100 feet          None         +977
                                       upstream of Bath Road.

Powers Brook........................  Approximately 100 feet          None        +1001  Village of Hudson, City
                                       downstream of Railroad.                            of Stow.
                                      Approximately 100 feet          None        +1074
                                       upstream of Norton
                                       Road.
Powers Brook Tributary 2............  At confluence with             +1049        +1051  City of Stow.
                                       Powers Brook.
                                      Approximately 1,120             None        +1058
                                       feet upstream of Stow
                                       Road.
Yellow Creek........................  Approximately 550 feet          +734         +735  Unincorporated Areas of
                                       downstream of                                      Summit County, City of
                                       Riverview Road.                                    Akron, City of
                                                                                Cuyahoga Falls.
                                      Approximately 50 feet           None        +1066
                                       upstream of Medina
                                       Line Road.
Yellow Creek Overflow...............  Approximately 70 feet           None        +1039  Unincorporated Areas of
                                       above confluence with                              Summit County.
                                       Yellow Creek.
                                      Approximately 1,600             None        +1050
                                       feet above confluence
                                       with Yellow Creek.
----------------------------------------------------------------------------------------------------------------
* National Geodetic Vertical Datum.
+ North American Vertical Datum.
 Depth in feet above ground.
** 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 Akron
Maps are available for inspection at 166 South High Street, Suite 100, Akron, OH 44308.

City of Cuyahoga Falls
Maps are available for inspection at 2310 Second Street, Cuyahoga Falls, OH 44221.

City of Macedonia
Maps are available for inspection at 9691 Valley View Road, Macedonia, OH 44056.

City of Stow
Maps are available for inspection at 3760 Darrow Road, Stow, OH 44224.

                                      Unincorporated Areas of Summit County
Maps are available for inspection at 1030 East Tallmadge Avenue, Akron, OH 44310.

Village of Boston Heights
Maps are available for inspection at 5595 Transportation Boulevard, Suite 100, Hudson, OH 44236.

Village of Hudson
Maps are available for inspection at 27 East Main Street, Hudson, OH 44236.

Village of Silver Lake
Maps are available for inspection at 2961 Kent Road, Silver Lake, OH 44224.
----------------------------------------------------------------------------------------------------------------

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

    Dated: April 7, 2008.
David I. Maurstad,
Federal Insurance Administrator of the National Flood Insurance
Program, Department of Homeland Security, Federal Emergency Management
Agency.
 [FR Doc. E8-8323 Filed 4-16-08; 8:45 am]

BILLING CODE 9110-12-P


[Federal Register: July 16, 2010 (Volume 75, Number 136)]
[Rules and Regulations]
[Page 41376-41379]
[DOCID:fr16jy10-6]

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

DEPARTMENT OF HOMELAND SECURITY

Coast Guard

33 CFR Part 165

[Docket No. USCG-2010-0589]
RIN 1625-AA00

Safety Zone; Fireworks Display, Potomac River, Charles County, MD

AGENCY: Coast Guard, DHS.

ACTION: Temporary final rule.

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

SUMMARY: The Coast Guard is establishing a safety zone upon specified
waters of the Potomac River. All persons and vessels are prohibited
from transiting the zone, except as authorized by the Coast Guard
Captain of the Port Baltimore. This action is necessary to provide for
the safety of life on navigable waters during a fireworks display
launched from a discharge barge located near Dumfries, Virginia. This
safety zone is intended to protect the maritime public in a portion of
the Potomac River.

DATES: This rule is effective from 7:30 p.m. on July 24, 2010 through
11 p.m. on July 25, 2010.

ADDRESSES: Documents indicated in this preamble as being available in
the docket are part of docket USCG-2010-0589 and are available online
by going to http://www.regulations.gov, inserting USCG-2010-0589 in the
``Keyword'' box, and then clicking ``Search.'' They are also available
for inspection or copying at the Docket Management Facility (M-30),
U.S. Department of Transportation, West Building Ground Floor, Room
W12-140, 1200 New Jersey Avenue, SE., Washington, DC 20590, between 9
a.m. and 5 p.m., Monday through Friday, except Federal holidays.

FOR FURTHER INFORMATION CONTACT: If you have questions on this
temporary rule, call or e-mail Mr. Ronald L. Houck, Sector Baltimore
Waterways Management Division, Coast Guard; telephone<PHONE_NUMBER>, e-
mail<EMAIL_ADDRESS>If you have questions on viewing the
docket, call Renee V. Wright, Program Manager, Docket Operations,
telephone<PHONE_NUMBER>.

SUPPLEMENTARY INFORMATION:

Regulatory Information

    The Coast Guard is issuing this temporary final rule without prior
notice and opportunity to comment pursuant to authority under section
4(a) of the Administrative Procedure Act (APA) (5 U.S.C. 553(b)). This
provision authorizes an agency to issue a rule without prior notice and
opportunity to

comment when the agency for good cause finds that those procedures are
``impracticable, unnecessary, or contrary to the public interest.''
Under 5 U.S.C. 553(b)(B), the Coast Guard finds that good cause exists
for not publishing a notice of proposed rulemaking (NPRM) with respect
to this rule because it is contrary to public interest to delay the
effective date of this rule. Delaying the effective date by first
publishing an NPRM would be contrary to the safety zone's intended
objectives because immediate action is needed to protect persons and
vessels against the hazards associated with a fireworks display on
navigable waters. Such hazards include premature detonations, dangerous
projectiles and falling or burning debris.
    Under 5 U.S.C. 553(d)(3), the Coast Guard finds that good cause
exists for making this rule effective less than 30 days after
publication in the Federal Register. Due to the need for immediate
action, the restriction of vessel traffic is necessary to protect life,
property and the environment; therefore, a 30-day notice is
impracticable. Delaying the effective date would be contrary to the
safety zone's intended objectives of protecting persons and vessels
involved in the event, and enhancing public and maritime safety.

Basis and Purpose

    Fireworks displays are frequently held from locations on or near
the navigable waters of the United States. The potential hazards
associated with fireworks displays are a safety concern during such
events. The purpose of this rule is to promote public and maritime
safety during a fireworks display, and to protect mariners transiting
the area from the potential hazards associated with a fireworks
display, such as the accidental discharge of fireworks, dangerous
projectiles, and falling hot embers or other debris. This rule is
needed to ensure safety on the waterway during the scheduled event.

Discussion of Rule

    Prince William Marine Sales, of Woodbridge, Virginia, will sponsor
a fireworks display from a barge located in the Potomac River near
Dumfries, Virginia scheduled on Saturday, July 24, 2010 at 9:30 p.m.,
and if necessary due to inclement weather, on Sunday, July 25, 2010 at
9:30 p.m.
    The Coast Guard is establishing a temporary safety zone on certain
waters of the Potomac River, within a 500 feet radius of a fireworks
discharge barge in approximate position latitude 38[deg]34'07'' N.,
longitude 077[deg]15'32'' W., located approximately 650 feet east of
the pierhead at Tim's Rivershore Restaurant in Dumfries, Virginia (NAD
1983). The temporary safety zone will be enforced from 7:30 p.m.
through 11 p.m. on July 24, 2010, and if necessary due to inclement
weather, from 7:30 p.m. through 11 p.m. on July 25, 2010. The effect of
this temporary safety zone will be to restrict navigation in the
regulated area during the fireworks display. No person or vessel may
enter or remain in the safety zone. Vessels will be allowed to transit
the waters of the Potomac River outside the safety zone. Notification
of the temporary safety zone will be provided to the public via marine
information broadcasts.

Regulatory Analyses

    We developed this rule after considering numerous statutes and
executive orders related to rulemaking. Below we summarize our analyses
based on 13 of these statutes or executive orders.

Regulatory Planning and Review

    This rule is not a significant regulatory action under section 3(f)
of Executive Order 12866, Regulatory Planning and Review, and does not
require an assessment of potential costs and benefits under section
6(a)(3) of that Order. The Office of Management and Budget has not
reviewed it under that Order. Although this safety zone will restrict
some vessel traffic, there is little vessel traffic associated with
commercial fishing, and recreational boating in the area can transit
waters outside the safety zone. In addition, the effect of this rule
will not be significant because the safety zone is of limited duration
and limited size. For the above reasons, the Coast Guard does not
anticipate any significant economic impact.

Small Entities

    Under the Regulatory Flexibility Act (5 U.S.C. 601-612), we have
considered whether this rule would have a significant economic impact
on a substantial number of small entities. The term ``small entities''
comprises small businesses, not-for-profit organizations that are
independently owned and operated and are not dominant in their fields,
and governmental jurisdictions with populations of less than 50,000.
    The Coast Guard certifies under 5 U.S.C. 605(b) that this rule will
not have a significant economic impact on a substantial number of small
entities. This rule will affect the following entities, some of which
may be small entities: The owners or operators of vessels intending to
operate, transit, or anchor in a portion of the Potomac River, located
at Dumfries, VA, from 7:30 p.m. through 11 p.m. on July 24, 2010, and
if necessary due to inclement weather, from 7:30 p.m. through 11 p.m.
on July 25, 2010. This safety zone will not have a significant economic
impact on a substantial number of small entities for the following
reasons. The safety zone is of limited size and duration. In addition,
before the effective periods, the Coast Guard will issue maritime
advisories widely available to users of the waterway to allow mariners
to make alternative plans for transiting the affected area.

Assistance for Small Entities

    Under section 213(a) of the Small Business Regulatory Enforcement
Fairness Act of 1996 (Pub. L. 104-121), we offer to assist small
entities in understanding the rule so that they can better evaluate its
effects on them and participate in the rulemaking process.
    Small businesses may send comments on the actions of Federal
employees who enforce, or otherwise determine compliance with, Federal
regulations to the Small Business and Agriculture Regulatory
Enforcement Ombudsman and the Regional Small Business Regulatory
Fairness Boards. The Ombudsman evaluates these actions annually and
rates each agency's responsiveness to small business. If you wish to
comment on actions by employees of the Coast Guard, call 1-888-REG-FAIR
(1-888-734-3247). The Coast Guard will not retaliate against small
entities that question or complain about this rule or any policy or
action of the Coast Guard.

Collection of Information

    This rule calls for no new collection of information under the
Paperwork Reduction Act of 1995 (44 U.S.C. 3501-3520).

Federalism

    A rule has implications for federalism under Executive Order 13132,
Federalism, if it has a substantial direct effect on State or local
governments and would either preempt State law or impose a substantial
direct cost of compliance on them. We have analyzed this rule under
that Order and have determined that it does not have implications for
federalism.

Unfunded Mandates Reform Act

    The Unfunded Mandates Reform Act of 1995 (2 U.S.C. 1531-1538)
requires Federal agencies to assess the effects of their discretionary
regulatory actions. In particular, the Act addresses actions that may
result in the expenditure by a State, local, or tribal government, in
the

aggregate, or by the private sector of $100,000,000 (adjusted for
inflation) or more in any one year. Though this rule will not result in
such an expenditure, we do discuss the effects of this rule elsewhere
in this preamble.

Taking of Private Property

    This rule will not cause a taking of private property or otherwise
have taking implications under Executive Order 12630, Governmental
Actions and Interference with Constitutionally Protected Property
Rights.

Civil Justice Reform

    This rule meets applicable standards in sections 3(a) and 3(b)(2)
of Executive Order 12988, Civil Justice Reform, to minimize litigation,
eliminate ambiguity, and reduce burden.

Protection of Children

    We have analyzed this rule under Executive Order 13045, Protection
of Children from Environmental Health Risks and Safety Risks. This rule
is not an economically significant rule and does not create an
environmental risk to health or risk to safety that may
disproportionately affect children.

Indian Tribal Governments

    This rule does not have tribal implications under Executive Order
13175, Consultation and Coordination with Indian Tribal Governments,
because it does not have a substantial direct effect on one or more
Indian tribes, on the relationship between the Federal Government and
Indian tribes, or on the distribution of power and responsibilities
between the Federal Government and Indian tribes.

Energy Effects

    We have analyzed this rule under Executive Order 13211, Actions
Concerning Regulations That Significantly Affect Energy Supply,
Distribution, or Use. We have determined that it is not a ``significant
energy action'' under that order because it is not a ``significant
regulatory action'' under Executive Order 12866 and is not likely to
have a significant adverse effect on the supply, distribution, or use
of energy. The Administrator of the Office of Information and
Regulatory Affairs has not designated it as a significant energy
action. Therefore, it does not require a Statement of Energy Effects
under Executive Order 13211.

Technical Standards

    The National Technology Transfer and Advancement Act (NTTAA) (15
U.S.C. 272 note) directs agencies to use voluntary consensus standards
in their regulatory activities unless the agency provides Congress,
through the Office of Management and Budget, with an explanation of why
using these standards would be inconsistent with applicable law or
otherwise impractical. Voluntary consensus standards are technical
standards (e.g., specifications of materials, performance, design, or
operation; test methods; sampling procedures; and related management
systems practices) that are developed or adopted by voluntary consensus
standards bodies.
    This rule does not use technical standards. Therefore, we did not
consider the use of voluntary consensus standards.

Environment

    We have analyzed this rule under Department of Homeland Security
Management Directive 023-01 and Commandant Instruction M16475.lD, which
guide the Coast Guard in complying with the National Environmental
Policy Act of 1969 (NEPA) (42 U.S.C. 4321-4370f), and have concluded
this action is one of a category of actions that do not individually or
cumulatively have a significant effect on the human environment. This
rule is categorically excluded, under figure 2-1, paragraph (34)(g), of
the Instruction. This rule involves establishing a temporary safety
zone.
    An environmental analysis checklist and a categorical exclusion
determination are available in the docket where indicated under
ADDRESSES.

List of Subjects in 33 CFR Part 165

    Harbors, Marine safety, Navigation (water), Reporting and
recordkeeping requirements, Security measures, Waterways.

0
For the reasons discussed in the preamble, the Coast Guard amends 33
CFR part 165 as follows:

PART 165--REGULATED NAVIGATION AREAS AND LIMITED ACCESS AREAS

0
1. The authority citation for part 165 continues to read as follows:

    Authority: 33 U.S.C. 1226, 1231; 46 U.S.C. Chapter 701, 3306,
3703; 50 U.S.C. 191, 195; 33 CFR 1.05-1, 6.04-1, 6.04-6, and 160.5;
Pub. L. 107-295, 116 Stat. 2064; Department of Homeland Security
Delegation No. 0170.1.

0
2. Add Sec.  165.T05-0589 to read as follows:

Sec.  165.T05-0589  Safety Zone; Fireworks Display, Potomac River,
Charles County, MD.

    (a) Regulated Area. The following area is a safety zone: All waters
in the Potomac River, within a 500 feet radius of a fireworks discharge
barge in approximate position latitude 38[deg]34'07'' N., longitude
077[deg]15'32'' W., located approximately 650 feet east of the pierhead
at Tim's Rivershore Restaurant in Dumfries, Virginia (NAD 1983).
    (b) Regulations. (1) In accordance with the general regulations in
Sec.  165.23 of this part, all vessels and persons are prohibited from
entering this zone, except as authorized by the Coast Guard Captain of
the Port Baltimore.
    (2) Persons or vessels requiring entry into or passage within the
zone must request authorization from the Captain of the Port or his
designated representative by telephone at<PHONE_NUMBER> or on VHF-FM
marine band radio channel 16.
    (3) All Coast Guard assets enforcing this safety zone can be
contacted on VHF-FM marine band radio channels 13 and 16.
    (4) The operator of any vessel within or in the immediate vicinity
of this safety zone shall:
    (i) Stop the vessel immediately upon being directed to do so by any
commissioned, warrant or petty officer on board a vessel displaying a
Coast Guard Ensign, and
    (ii) Proceed as directed by any commissioned, warrant or petty
officer on board a vessel displaying a Coast Guard Ensign.
    (c) Definitions. Captain of the Port Baltimore means the Commander,
Coast Guard Sector Baltimore or any Coast Guard commissioned, warrant
or petty officer who has been authorized by the Captain of the Port to
act on his behalf.
    Designated representative means any Coast Guard commissioned,
warrant, or petty officer who has been authorized by the Captain of the
Port Baltimore to assist in enforcing the safety zone described in
paragraph (a) of this section.
    (d) Enforcement. The U.S. Coast Guard may be assisted by Federal,
State and local agencies in the patrol and enforcement of the zone.
    (e) Enforcement period. This section will be enforced from 7:30
p.m. through 11 p.m. on July 24, 2010, and if necessary due to
inclement weather, from 7:30 p.m. through 11 p.m. on July 25, 2010.

    Dated: June 30, 2010.
Mark P. O'Malley,
Captain, U.S. Coast Guard, Captain of the Port Baltimore, Maryland.
[FR Doc. 2010-17342 Filed 7-15-10; 8:45 am]
BILLING CODE 9110-04-P


[Federal Register Volume 76, Number 30 (Monday, February 14, 2011)]
[Notices]
[Pages 8401-8402]
[FR Doc No: 2011-3184]

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

DEPARTMENT OF TRANSPORTATION

Pipeline and Hazardous Materials Safety Administration

[Docket: PHMSA-2010-0355]

Pipeline Safety: Agency Information Collection Activities: Notice
of Request for Extension of Currently Approved Information Collections

AGENCY: Pipeline and Hazardous Materials Safety Administration (PHMSA),
U.S. Department of Transportation (DOT).

ACTION: Notice and request for comments.

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

SUMMARY: In compliance with the Paperwork Reduction Act of 1995 (44
U.S.C. 3501 et seq.), this notice announces that the Information
Collection Request (ICR) abstracted below is being forwarded to the
Office of Management and Budget (OMB) for review and comments. A
Federal Register Notice with a 60-day comment period soliciting
comments on the following information collection was published in the
Federal Register on December 7, 2010 (75 FR 76077) under Docket No.
PHMSA-2010-0355. No comments were received. The purpose of this notice
is to allow the public an additional 30 days to submit comments to OMB
on the information collection described below.

ADDRESSES: Send comments regarding the burden estimate, including
suggestions for reducing the burden, to the Office of Management and
Budget, Office of Information and Regulatory Affairs, Attn: Desk
Officer for DOT/PHMSA, 725 17th Street, NW., Washington, DC 20503.

DATES: Interested persons are invited to submit comments on or before
March 16, 2011.

FOR FURTHER INFORMATION CONTACT: Angela Dow by telephone at 202-366-
1246, by e-mail at<EMAIL_ADDRESS>or by mail at U.S. Department of
Transportation, Pipeline and Hazardous Materials Safety Administration,
1200 New Jersey Avenue, SE., PHP-30, Washington, DC 20590-0001.

SUPPLEMENTARY INFORMATION:
    Title: Pipeline Safety: Periodic Underwater Inspections.
    OMB Control Number: 2137-0618.
    Type of Request: Renewal of a currently approved information
collection.
    Abstract: The Federal pipeline safety regulations (49 CFR parts
190-199) require operators to conduct appropriate underwater
inspections in the Gulf of Mexico. If an operator finds that its
pipeline is exposed on the seabed floor or constitutes a hazard to
navigation, the operator must contact the National Response Center by
telephone within 24 hours of discovery to report the location of the
exposed pipeline.
    Affected Public: Operators of underwater pipeline facilities.
    Estimated number of responses: 82.
    Estimated annual burden hours: 1,312 hours.
    Frequency of collection: On occasion.
    Comments are invited on: The need for the proposed collection of
information for the proper performance of the functions of the agency,
including whether the information will have practical utility; the
accuracy of the agency's estimate of the burden of the proposed
collection of information, including the validity of the methodology
and assumptions used; ways to enhance the quality, utility, and clarity
of the information to be collected; and ways to minimize the burden of
the collection of information on those who are to respond, including
the use of appropriate automated, electronic, mechanical, or other
technological collection techniques. A comment to OMB is most effective
if OMB receives it within 30 days of the date of publication in the
Federal Register.

    Authority: The Paperwork Reduction Act of 1995; 44 U.S.C.
Chapter 35, as amended; and 49 CFR part 1.

    Issued in Washington, DC, on February 8, 2011.
Linda Daugherty,
Deputy Associate Administrator for Policy and Programs.
[FR Doc. 2011-3184 Filed 2-11-11; 8:45 am]
BILLING CODE 4910-60-P


Frequency Cumulative % 0.51 0 100.00% 0.52 0 100.00% 0.53 0 100.00% 0.54 0 100.00% 0.55 0 100.00% 0.56 0 100.00% 0.57 0 100.00% 0.58 0 100.00% 0.59 0 100.00% 0.6 0 100.00% 0.61 0 100.00% 0.62 0 100.00% 0.63 0 100.00% 0.64 0 100.00% 0.65 0 100.00% 0.66 0 100.00% 0.67 0 100.00% 0.68 0 100.00% 0.69 0 100.00% 0.7 0 100.00% 0.71 0 100.00% 0.72 0 100.00% 0.73 0 100.00% 0.74 0 100.00% 0.75 0 100.00% 0.76 0 100.00% 0.77 0 100.00% 0.78 0 100.00% 0.79 0 100.00% 0.8 0 100.00% 0.81 0 100.00% 0.82 0 100.00% 0.83 0 100.00% 0.84 0 100.00% 0.85 0 100.00% 0.86 0 100.00% 0.87 0 100.00% 0.88 0 100.00% 0.89 0 100.00% 0.9 0 100.00% 0.91 0 100.00% 0.92 0 100.00% 0.93 0 100.00% 0.94 0 100.00% 0.95 0 100.00% 0.96 0 100.00% 0.97 0 100.00% 0.98 0 100.00% 0.99 0 100.00% 1 0 100.00% 1.01 0 100.00% 1.02 0 100.00% 1.03 0 100.00% 1.04 0 100.00% 1.05 0 100.00% 1.06 0 100.00% 1.07 0 100.00% 1.08 0 100.00% 1.09 0 100.00% 1.1 0 100.00% 1.11 0 100.00% 1.12 0 100.00% 1.13 0 100.00% 1.14 0 100.00% 1.15 0 100.00% 1.16 0 100.00% 1.17 0 100.00% 1.18 0 100.00% 1.19 0 100.00% 1.2 0 100.00% 1.21 0 100.00% 1.22 0 100.00% 1.23 0 100.00% 1.24 0 100.00% 1.25 0 100.00% 1.26 0 100.00% 1.27 0 100.00% 1.28 0 100.00% 1.29 0 100.00% 1.3 0 100.00% 1.31 0 100.00% 1.32 0 100.00% 1.33 0 100.00% 1.34 0 100.00% 1.35 0 100.00% 1.36 0 100.00% 1.37 0 100.00% 1.38 0 100.00% 1.39 0 100.00% 1.4 0 100.00% 1.41 0 100.00% 1.42 0 100.00% 1.43 0 100.00% 1.44 0 100.00% 1.45 0 100.00% 1.46 0 100.00% 1.47 0 100.00% 1.48 0 100.00% 1.49 0 100.00% 1.5 0 100.00% 1.51 0 100.00% 1.52 0 100.00% 1.53 0 100.00% 1.54 0 100.00% 1.55 0 100.00% 1.56 0 100.00% 1.57 0 100.00% 1.58 0 100.00% 1.59 0 100.00% 1.6 0 100.00% 1.61 0 100.00% 1.62 0 100.00% 1.63 0 100.00% 1.64 0 100.00% 1.65 0 100.00% 1.66 0 100.00% 1.67 0 100.00% 1.68 0 100.00% 1.69 0 100.00% 1.7 0 100.00% 1.71 0 100.00% 1.72 0 100.00% 1.73 0 100.00% 1.74 0 100.00% 1.75 0 100.00% 1.76 0 100.00% 1.77 0 100.00% 1.78 0 100.00% 1.79 0 100.00% 1.8 0 100.00% 1.81 0 100.00% 1.82 0 100.00% 1.83 0 100.00% 1.84 0 100.00% 1.85 0 100.00% 1.86 0 100.00% 1.87 0 100.00% 1.88 0 100.00% 1.89 0 100.00% 1.9 0 100.00% 1.91 0 100.00% 1.92 0 100.00% 1.93 0 100.00% 1.94 0 100.00% 1.95 0 100.00% 1.96 0 100.00% 1.97 0 100.00% 1.98 0 100.00% 1.99 0 100.00% 2 0 100.00% 2.01 0 100.00% 2.02 0 100.00% 2.03 0 100.00% 2.04 0 100.00% 2.05 0 100.00% 2.06 0 100.00% 2.07 0 100.00% 2.08 0 100.00% 2.09 0 100.00% 2.1 0 100.00% 2.11 0 100.00% 2.12 0 100.00% 2.13 0 100.00% 2.14 0 100.00% 2.15 0 100.00% 2.16 0 100.00% 2.17 0 100.00% 2.18 0 100.00% 2.19 0 100.00% 2.2 0 100.00% 2.21 0 100.00% 2.22 0 100.00% 2.23 0 100.00% 2.24 0 100.00% 2.25 0 100.00% 2.26 0 100.00% 2.27 0 100.00% 2.28 0 100.00% 2.29 0 100.00% 2.3 0 100.00% 2.31 0 100.00% 2.32 0 100.00% 2.33 0 100.00% 2.34 0 100.00% 2.35 0 100.00% 2.36 0 100.00% 2.37 0 100.00% 2.38 0 100.00% 2.39 0 100.00% 2.4 0 100.00% 2.41 0 100.00% 2.42 0 100.00% 2.43 0 100.00% 2.44 0 100.00% 2.45 0 100.00% 2.46 0 100.00% 2.47 0 100.00% 2.48 0 100.00% 2.49 0 100.00% 2.5 0 100.00% 2.51 0 100.00% 2.52 0 100.00% 2.53 0 100.00% 2.54 0 100.00% 2.55 0 100.00% 2.56 0 100.00% 2.57 0 100.00% 2.58 0 100.00% 2.59 0 100.00% 2.6 0 100.00% 2.61 0 100.00% 2.62 0 100.00% 2.63 0 100.00% 2.64 0 100.00% 2.65 0 100.00% 2.66 0 100.00% 2.67 0 100.00% 2.68 0 100.00% 2.69 0 100.00% 2.7 0 100.00% 2.71 0 100.00% 2.72 0 100.00% 2.73 0 100.00% 2.74 0 100.00% 2.75 0 100.00% 2.76 0 100.00% 2.77 0 100.00% 2.78 0 100.00% 2.79 0 100.00% 2.8 0 100.00% 2.81 0 100.00% 2.82 0 100.00% 2.83 0 100.00% 2.84 0 100.00% 2.85 0 100.00% 2.86 0 100.00% 2.87 0 100.00% 2.88 0 100.00% 2.89 0 100.00% 2.9 0 100.00% 2.91 0 100.00% 2.92 0 100.00% 2.93 0 100.00% 2.94 0 100.00% 2.95 0 100.00% 2.96 0 100.00% 2.97 0 100.00% 2.98 0 100.00% 2.99 0 100.00% 3 0 100.00% 3.01 0 100.00% 3.02 0 100.00% 3.03 0 100.00% 3.04 0 100.00% 3.05 0 100.00% 3.06 0 100.00% 3.07 0 100.00% 3.08 0 100.00% 3.09 0 100.00% 3.1 0 100.00% 3.11 0 100.00% 3.12 0 100.00% 3.13 0 100.00% 3.14 0 100.00% 3.15 0 100.00% 3.16 0 100.00% 3.17 0 100.00% 3.18 0 100.00% 3.19 0 100.00% 3.2 0 100.00% 3.21 0 100.00% 3.22 0 100.00% 3.23 0 100.00% 3.24 0 100.00% 3.25 0 100.00% 3.26 0 100.00% 3.27 0 100.00% 3.28 0 100.00% 3.29 0 100.00% 3.3 0 100.00% 3.31 0 100.00% 3.32 0 100.00% 3.33 0 100.00% 3.34 0 100.00% 3.35 0 100.00% 3.36 0 100.00% 3.37 0 100.00% 3.38 0 100.00% 3.39 0 100.00% 3.4 0 100.00% 3.41 0 100.00% 3.42 0 100.00% 3.43 0 100.00% 3.44 0 100.00% 3.45 0 100.00% 3.46 0 100.00% 3.47 0 100.00% 3.48 0 100.00% 3.49 0 100.00% 3.5 0 100.00% 3.51 0 100.00% 3.52 0 100.00% 3.53 0 100.00% 3.54 0 100.00% 3.55 0 100.00% 3.56 0 100.00% 3.57 0 100.00% 3.58 0 100.00% 3.59 0 100.00% 3.6 0 100.00% 3.61 0 100.00% 3.62 0 100.00% 3.63 0 100.00% 3.64 0 100.00% 3.65 0 100.00% 3.66 0 100.00% 3.67 0 100.00% 3.68 0 100.00% 3.69 0 100.00% 3.7 0 100.00% 3.71 0 100.00% 3.72 0 100.00% 3.73 0 100.00% 3.74 0 100.00% 3.75 0 100.00% 3.76 0 100.00% 3.77 0 100.00% 3.78 0 100.00% 3.79 0 100.00% 3.8 0 100.00% 3.81 0 100.00% 3.82 0 100.00% 3.83 0 100.00% 3.84 0 100.00% 3.85 0 100.00% 3.86 0 100.00% 3.87 0 100.00% 3.88 0 100.00% 3.89 0 100.00% 3.9 0 100.00% 3.91 0 100.00% 3.92 0 100.00% 3.93 0 100.00% 3.94 0 100.00% 3.95 0 100.00% 3.96 0 100.00% 3.97 0 100.00% 3.98 0 100.00% 3.99 0 100.00% 4 0 100.00% 4.01 0 100.00% 4.02 0 100.00% 4.03 0 100.00% 4.04 0 100.00% 4.05 0 100.00% 4.06 0 100.00% 4.07 0 100.00% 4.08 0 100.00% 4.09 0 100.00% 4.1 0 100.00% 4.11 0 100.00% 4.12 0 100.00% 4.13 0 100.00% 4.14 0 100.00% 4.15 0 100.00% 4.16 0 100.00% 4.17 0 100.00% 4.18 0 100.00% 4.19 0 100.00% 4.2 0 100.00% 4.21 0 100.00% 4.22 0 100.00% 4.23 0 100.00% 4.24 0 100.00% 4.25 0 100.00% 4.26 0 100.00% 4.27 0 100.00% 4.28 0 100.00% 4.29 0 100.00% 4.3 0 100.00% 4.31 0 100.00% 4.32 0 100.00% 4.33 0 100.00% 4.34 0 100.00% 4.35 0 100.00% 4.36 0 100.00% 4.37 0 100.00% 4.38 0 100.00% 4.39 0 100.00% 4.4 0 100.00% 4.41 0 100.00% 4.42 0 100.00% 4.43 0 100.00% 4.44 0 100.00% 4.45 0 100.00% 4.46 0 100.00% 4.47 0 100.00% 4.48 0 100.00% 4.49 0 100.00% 4.5 0 100.00% 4.51 0 100.00% 4.52 0 100.00% 4.53 0 100.00% 4.54 0 100.00% 4.55 0 100.00% 4.56 0 100.00% 4.57 0 100.00% 4.58 0 100.00% 4.59 0 100.00% 4.6 0 100.00% 4.61 0 100.00% 4.62 0 100.00% 4.63 0 100.00% 4.64 0 100.00% 4.65 0 100.00% 4.66 0 100.00% 4.67 0 100.00% 4.68 0 100.00% 4.69 0 100.00% 4.7 0 100.00% 4.71 0 100.00% 4.72 0 100.00% 4.73 0 100.00% 4.74 0 100.00% 4.75 0 100.00% 4.76 0 100.00% 4.77 0 100.00% 4.78 0 100.00% 4.79 0 100.00% 4.8 0 100.00% 4.81 0 100.00% 4.82 0 100.00% 4.83 0 100.00% 4.84 0 100.00% 4.85 0 100.00% 4.86 0 100.00% 4.87 0 100.00% 4.88 0 100.00% 4.89 0 100.00% 4.9 0 100.00% 4.91 0 100.00% 4.92 0 100.00% 4.93 0 100.00% 4.94 0 100.00% 4.95 0 100.00% 4.96 0 100.00% 4.97 0 100.00% 4.98 0 100.00% 4.99 0 100.00% 5 0 100.00% 5.01 0 100.00% 5.02 0 100.00% 5.03 0 100.00% 5.04 0 100.00% 5.05 0 100.00% 5.06 0 100.00% 5.07 0 100.00% 5.08 0 100.00% 5.09 0 100.00% 5.1 0 100.00% 5.11 0 100.00% 5.12 0 100.00% 5.13 0 100.00% 5.14 0 100.00% 5.15 0 100.00% 5.16 0 100.00% 5.17 0 100.00% 5.18 0 100.00% 5.19 0 100.00% 5.2 0 100.00% 5.21 0 100.00% 5.22 0 100.00% 5.23 0 100.00% 5.24 0 100.00% 5.25 0 100.00% 5.26 0 100.00% 5.27 0 100.00% 5.28 0 100.00% 5.29 0 100.00% 5.3 0 100.00% 5.31 0 100.00% 5.32 0 100.00% 5.33 0 100.00% 5.34 0 100.00% 5.35 0 100.00% 5.36 0 100.00% 5.37 0 100.00% 5.38 0 100.00% 5.39 0 100.00% 5.4 0 100.00% 5.41 0 100.00% 5.42 0 100.00% 5.43 0 100.00% 5.44 0 100.00% 5.45 0 100.00% 5.46 0 100.00% 5.47 0 100.00% 5.48 0 100.00% 5.49 0 100.00% 5.5 0 100.00% 5.51 0 100.00% 5.52 0 100.00% 5.53 0 100.00% 5.54 0 100.00% 5.55 0 100.00% 5.56 0 100.00% 5.57 0 100.00% 5.58 0 100.00% 5.59 0 100.00% 5.6 0 100.00% 5.61 0 100.00% 5.62 0 100.00% 5.63 0 100.00% 5.64 0 100.00% 5.65 0 100.00% 5.66 0 100.00% 5.67 0 100.00% 5.68 0 100.00% 5.69 0 100.00% 5.7 0 100.00% 5.71 0 100.00% 5.72 0 100.00% 5.73 0 100.00% 5.74 0 100.00% 5.75 0 100.00% 5.76 0 100.00% 5.77 0 100.00% 5.78 0 100.00% 5.79 0 100.00% 5.8 0 100.00% 5.81 0 100.00% 5.82 0 100.00% 5.83 0 100.00% 5.84 0 100.00% 5.85 0 100.00% 5.86 0 100.00% 5.87 0 100.00% 5.88 0 100.00% 5.89 0 100.00% 5.9 0 100.00% 5.91 0 100.00% 5.92 0 100.00% 5.93 0 100.00% 5.94 0 100.00% 5.95 0 100.00% 5.96 0 100.00% 5.97 0 100.00% 5.98 0 100.00% 5.99 0 100.00% 6 0 100.00% 6.01 0 100.00% 6.02 0 100.00% 6.03 0 100.00% 6.04 0 100.00% 6.05 0 100.00% 6.06 0 100.00% 6.07 0 100.00% 6.08 0 100.00% 6.09 0 100.00% 6.1 0 100.00% 6.11 0 100.00% 6.12 0 100.00% 6.13 0 100.00% 6.14 0 100.00% 6.15 0 100.00% 6.16 0 100.00% 6.17 0 100.00% 6.18 0 100.00% 6.19 0 100.00% 6.2 0 100.00% 6.21 0 100.00% 6.22 0 100.00% 6.23 0 100.00% 6.24 0 100.00% 6.25 0 100.00% 6.26 0 100.00% 6.27 0 100.00% 6.28 0 100.00% 6.29 0 100.00% 6.3 0 100.00% 6.31 0 100.00% 6.32 0 100.00% 6.33 0 100.00% 6.34 0 100.00% 6.35 0 100.00% 6.36 0 100.00% 6.37 0 100.00% 6.38 0 100.00% 6.39 0 100.00% 6.4 0 100.00% 6.41 0 100.00% 6.42 0 100.00% 6.43 0 100.00% 6.44 0 100.00% 6.45 0 100.00% 6.46 0 100.00% 6.47 0 100.00% 6.48 0 100.00% 6.49 0 100.00% 6.5 0 100.00% 6.51 0 100.00% 6.52 0 100.00% 6.53 0 100.00% 6.54 0 100.00% 6.55 0 100.00% 6.56 0 100.00% 6.57 0 100.00% 6.58 0 100.00% 6.59 0 100.00% 6.6 0 100.00% 6.61 0 100.00% 6.62 0 100.00% 6.63 0 100.00% 6.64 0 100.00% 6.65 0 100.00% 6.66 0 100.00% 6.67 0 100.00% 6.68 0 100.00% 6.69 0 100.00% 6.7 0 100.00% 6.71 0 100.00% 6.72 0 100.00% 6.73 0 100.00% 6.74 0 100.00% 6.75 0 100.00% 6.76 0 100.00% 6.77 0 100.00% 6.78 0 100.00% 6.79 0 100.00% 6.8 0 100.00% 6.81 0 100.00% 6.82 0 100.00% 6.83 0 100.00% 6.84 0 100.00% 6.85 0 100.00% 6.86 0 100.00% 6.87 0 100.00% 6.88 0 100.00% 6.89 0 100.00% 6.9 0 100.00% 6.91 0 100.00% 6.92 0 100.00% 6.93 0 100.00% 6.94 0 100.00% 6.95 0 100.00% 6.96 0 100.00% 6.97 0 100.00% 6.98 0 100.00% 6.99 0 100.00% 7 0 100.00% 7.01 0 100.00% 7.02 0 100.00% 7.03 0 100.00% 7.04 0 100.00% 7.05 0 100.00% 7.06 0 100.00% 7.07 0 100.00% 7.08 0 100.00% 7.09 0 100.00% 7.1 0 100.00% 7.11 0 100.00% 7.12 0 100.00% 7.13 0 100.00% 7.14 0 100.00% 7.15 0 100.00% 7.16 0 100.00% 7.17 0 100.00% 7.18 0 100.00% 7.19 0 100.00% 7.2 0 100.00% 7.21 0 100.00% 7.22 0 100.00% 7.23 0 100.00% 7.24 0 100.00% 7.25 0 100.00% 7.26 0 100.00% 7.27 0 100.00% 7.28 0 100.00% 7.29 0 100.00% 7.3 0 100.00% 7.31 0 100.00% 7.32 0 100.00% 7.33 0 100.00% 7.34 0 100.00% 7.35 0 100.00% 7.36 0 100.00% 7.37 0 100.00% 7.38 0 100.00% 7.39 0 100.00% 7.4 0 100.00% 7.41 0 100.00% 7.42 0 100.00% 7.43 0 100.00% 7.44 0 100.00% 7.45 0 100.00% 7.46 0 100.00% 7.47 0 100.00% 7.48 0 100.00% 7.49 0 100.00% 7.5 0 100.00% 7.51 0 100.00% 7.52 0 100.00% 7.53 0 100.00% 7.54 0 100.00% 7.55 0 100.00% 7.56 0 100.00% 7.57 0 100.00% 7.58 0 100.00% 7.59 0 100.00% 7.6 0 100.00% 7.61 0 100.00% 7.62 0 100.00% 7.63 0 100.00% 7.64 0 100.00% 7.65 0 100.00% 7.66 0 100.00% 7.67 0 100.00% 7.68 0 100.00% 7.69 0 100.00% 7.7 0 100.00% 7.71 0 100.00% 7.72 0 100.00% 7.73 0 100.00% 7.74 0 100.00% 7.75 0 100.00% 7.76 0 100.00% 7.77 0 100.00% 7.78 0 100.00% 7.79 0 100.00% 7.8 0 100.00% 7.81 0 100.00% 7.82 0 100.00% 7.83 0 100.00% 7.84 0 100.00% 7.85 0 100.00% 7.86 0 100.00% 7.87 0 100.00% 7.88 0 100.00% 7.89 0 100.00% 7.9 0 100.00% 7.91 0 100.00% 7.92 0 100.00% 7.93 0 100.00% 7.94 0 100.00% 7.95 0 100.00% 7.96 0 100.00% 7.97 0 100.00% 7.98 0 100.00% 7.99 0 100.00% 8 0 100.00% 8.01 0 100.00% 8.02 0 100.00% 8.03 0 100.00% 8.04 0 100.00% 8.05 0 100.00% 8.06 0 100.00% 8.07 0 100.00% 8.08 0 100.00% 8.09 0 100.00% 8.1 0 100.00% 8.11 0 100.00% 8.12 0 100.00% 8.13 0 100.00% 8.14 0 100.00% 8.15 0 100.00% 8.16 0 100.00% 8.17 0 100.00% 8.18 0 100.00% 8.19 0 100.00% 8.2 0 100.00% 8.21 0 100.00% 8.22 0 100.00% 8.23 0 100.00% 8.24 0 100.00% 8.25 0 100.00% 8.26 0 100.00% 8.27 0 100.00% 8.28 0 100.00% 8.29 0 100.00% 8.3 0 100.00% 8.31 0 100.00% 8.32 0 100.00% 8.33 0 100.00% 8.34 0 100.00% 8.35 0 100.00% 8.36 0 100.00% 8.37 0 100.00% 8.38 0 100.00% 8.39 0 100.00% 8.4 0 100.00% 8.41 0 100.00% 8.42 0 100.00% 8.43 0 100.00% 8.44 0 100.00% 8.45 0 100.00% 8.46 0 100.00% 8.47 0 100.00% 8.48 0 100.00% 8.49 0 100.00% 8.5 0 100.00% 8.51 0 100.00% 8.52 0 100.00% 8.53 0 100.00% 8.54 0 100.00% 8.55 0 100.00% 8.56 0 100.00% 8.57 0 100.00% 8.58 0 100.00% 8.59 0 100.00% 8.6 0 100.00% 8.61 0 100.00% 8.62 0 100.00% 8.63 0 100.00% 8.64 0 100.00% 8.65 0 100.00% 8.66 0 100.00% 8.67 0 100.00% 8.68 0 100.00% 8.69 0 100.00% 8.7 0 100.00% 8.71 0 100.00% 8.72 0 100.00% 8.73 0 100.00% 8.74 0 100.00% 8.75 0 100.00% 8.76 0 100.00% 8.77 0 100.00% 8.78 0 100.00% 8.79 0 100.00% 8.8 0 100.00% 8.81 0 100.00% 8.82 0 100.00% 8.83 0 100.00% 8.84 0 100.00% 8.85 0 100.00% 8.86 0 100.00% 8.87 0 100.00% 8.88 0 100.00% 8.89 0 100.00% 8.9 0 100.00% 8.91 0 100.00% 8.92 0 100.00% 8.93 0 100.00% 8.94 0 100.00% 8.95 0 100.00% 8.96 0 100.00% 8.97 0 100.00% 8.98 0 100.00% 8.99 0 100.00% 9 0 100.00% 9.01 0 100.00% 9.02 0 100.00% 9.03 0 100.00% 9.04 0 100.00% 9.05 0 100.00% 9.06 0 100.00% 9.07 0 100.00% 9.08 0 100.00% 9.09 0 100.00% 9.1 0 100.00% 9.11 0 100.00% 9.12 0 100.00% 9.13 0 100.00% More 0 100.00% equency mulative % Cumulative Distributions of Methyl Mercury Fish Tissue Concentrations Using All NFTS and NLFA Samples from 1990 to 2003 0%

10% 20% 30% 40% 50% 60% 70% 80% 90%

100%

0.01 0.16 0.31 0.46 0.61 0.76 0.91 1.06 1.21 1.36 1.51 1.66 1.81 1.96 2.11 2.26 2.41 2.56 2.71 2.86 3.01 3.16 3.31 3.46 3.61 3.76 3.91 4.06 4.21 4.36 Fish Tissue MeHg ( ppm)

Cumulative Percent of Sample Locations 2001 Base 2001 Zero Out 2020 Base 2020 Zero Out CAMR Opt 1 CAMR Opt 2 Cumulative Distributions of Utility Attributable Methyl Mercury Fish Tissue Concentrations ( Using all fish samples)

0%

10% 20% 30% 40% 50% 60% 70% 80% 90%

100% 0.01 0.04 0.07 0.1 0.13 0.16 0.19 0.22 0.25 0.28 0.31 0.34 0.37 0.4 0.43 Fish Tissue MeHg ( ppm)


[Federal Register Volume 87, Number 220 (Wednesday, November 16, 2022)]
[Notices]
[Pages 68686-68687]
[FR Doc No: 2022-24932]

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

DEPARTMENT OF ENERGY

Federal Energy Regulatory Commission

[Project No. 14981-001]

Lock\+TM\ Hydro Friends Fund XXIX, LLC; Notice of Surrender of
Preliminary Permit

    Take notice that Lock\+TM\ Hydro Friends Fund XXIX, LLC, permittee
for the proposed Curwensville Dam Hydropower Project, has requested
that its preliminary permit be terminated. The permit was issued on
January 3, 2020 and would have expired on December 31, 2023.\1\ The
project would have been located at the U.S. Army Corps of Engineers'
(Corps)

Curwensville Dam on the West Branch Susquehanna River in Tioga County,
Pennsylvania.
---------------------------------------------------------------------------

    \1\ 170 FERC ] 62,001 (2020).
---------------------------------------------------------------------------

    The preliminary permit for Project No. 14981 will remain in effect
until the close of business, December 9, 2022. But, if the Commission
is closed on this day, then the permit remains in effect until the
close of business on the next day in which the Commission is open.\2\
New applications for this site may not be submitted until after the
permit surrender is effective.
---------------------------------------------------------------------------

    \2\ 18 CFR 385.2007(a)(2) (2021).

    Dated: November 9, 2022.
Debbie-Anne A. Reese,
Deputy Secretary.
[FR Doc. 2022-24932 Filed 11-15-22; 8:45 am]
BILLING CODE 6717-01-P


[Federal Register Volume 77, Number 89 (Tuesday, May 8, 2012)]
[Notices]
[Pages 27043-27044]
[FR Doc No: 2012-10974]

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

DEPARTMENT OF ENERGY

Federal Energy Regulatory Commission

Combined Notice of Filings 2

    Take notice that the Commission received the following electric
rate filings:

    Docket Numbers: ER11-3539-001.
    Applicants: Entergy Arkansas, Inc.
    Description: Entergy Arkansas, Inc. submits tariff filing per 35:
Cleco. NITSA Cmpl to be effective 5/1/2011.
    Filed Date: 4/26/12.
    Accession Number: 20120426-5214.
    Comments Due: 5 p.m. ET 5/17/12.

    Docket Numbers: ER12-1383-001.
    Applicants: Diamond State Generation Partners, LLC.
    Description: Amendment to Market-Based Rate Application to be
effective 3/29/2012.
    Filed Date: 4/23/12.
    Accession Number: 20120423-5085.
    Comments Due: 5 p.m. ET 5/14/12.

    Docket Numbers: ER12-1613-000.
    Applicants: Hill Energy Resource & Services, LLC.
    Description: Hill Energy Resource & Services, LLC submits tariff
filing per 35.12: Hill Energy Resource & Services, LLC Electric Tariff
Original Volume No 1 to be effective 5/1/2012.
    Filed Date: 4/26/12.
    Accession Number: 20120426-5002.
    Comments Due: 5 p.m. ET 5/17/12.

    Docket Numbers: ER12-1614-000.
    Applicants: Tampa Electric Company.
    Description: Tampa Electric Company submits tariff filing per
35.13(a)(2)(iii: Emergency Interchange Service Schedule A&B--2012
(Bundled) to be effective 5/1/2012.
    Filed Date: 4/26/12.
    Accession Number: 20120426-5066.
    Comments Due: 5 p.m. ET 5/17/12.

    Docket Numbers: ER12-1615-000.
    Applicants: Tampa Electric Company.
    Description: Tampa Electric Company submits tariff filing per
35.13(a)(2)(iii: Emergency Interchange Service Contract with Southern
Company--2012 (Unbundled) to be effective 5/1/2012.
    Filed Date: 4/26/12.
    Accession Number: 20120426-5067.
    Comments Due: 5 p.m. ET 5/17/12.

    Docket Numbers: ER12-1616-000.
    Applicants: Tampa Electric Company.
    Description: Tampa Electric Company submits tariff filing per
35.13(a)(2)(iii: QF Transmission Agreement with Auburndale Pwr
Partners--2012 to be effective 5/1/2012.
    Filed Date: 4/26/12.
    Accession Number: 20120426-5068.
    Comments Due: 5 p.m. ET 5/17/12.

    Docket Numbers: ER12-1617-000.
    Applicants: Duke Energy Carolinas, LLC.
    Description: Duke Energy Carolinas, LLC submits tariff filing per
35.13(a)(2)(iii: Amendment to Credit--PMPA NITSA to be effective 8/1/
2011.
    Filed Date: 4/26/12.
    Accession Number: 20120426-5098.
    Comments Due: 5 p.m. ET 5/17/12.

    Docket Numbers: ER12-1618-000.
    Applicants: PJM Interconnection, LLC.
    Description: PJM Interconnection, LLC submits tariff filing per
35.13(a)(2)(iii: Original Service Agreement No. 3276; Queue No. X1-012
to be effective 4/2/2012.
    Filed Date: 4/26/12.
    Accession Number: 20120426-5110.
    Comments Due: 5 p.m. ET 5/17/12.

    Docket Numbers: ER12-1619-000.
    Applicants: PJM Interconnection, LLC.
    Description: PJM Interconnection, LLC submits tariff filing per
35.13(a)(2)(iii: Original Service Agreement No. 3277; Queue No. W3-146
to be effective 4/2/2012.
    Filed Date: 4/26/12.
    Accession Number: 20120426-5124.
    Comments Due: 5 p.m. ET 5/17/12.

    Docket Numbers: ER12-1620-000.
    Applicants: PJM Interconnection, LLC.
    Description: PJM Interconnection, LLC submits tariff filing per
35.13(a)(2)(iii: Original Service Agreement No. 3275; Queue No. W3-078
to be effective 4/2/2012.
    Filed Date: 4/26/12.
    Accession Number: 20120426-5127.
    Comments Due: 5 p.m. ET 5/17/12.

    Docket Numbers: ER12-1621-000.
    Applicants: Nevada Power Company.
    Description: Nevada Power Company Rate Schedule No. 109 ORNI 16
Carson Lake RPPA Cancellation.
    Filed Date: 4/26/12.
    Accession Number: 20120426-5130.
    Comments Due: 5 p.m. ET 5/17/12.

    Docket Numbers: ER12-1622-000.
    Applicants: Nevada Power Company.
    Description: Nevada Power Company Rate Schedule No. 112 Carson Lake
Basin RPPA Cancellation.
    Filed Date: 4/26/12.
    Accession Number: 20120426-5131.
    Comments Due: 5 p.m. ET 5/17/12.

    Docket Numbers: ER12-1623-000.
    Applicants: Nevada Power Company.
    Description: Nevada Power Company Rate Schedule No. 113 ORNI 20
Grass Valley RPPA Cancellation.
    Filed Date: 4/26/12.
    Accession Number: 20120426-5142.
    Comments Due: 5 p.m. ET 5/17/12.

    Docket Numbers: ER12-1624-000.
    Applicants: New York Independent System Operator, Inc.,
Consolidated Edison Company of New York, Inc.
    Description: New York Independent System Operator, Inc. submits
tariff filing per 35.13(a)(2)(iii: Agreement No. 1873 between New York
Power Authority and Consolidated Edison to be effective 5/1/2012.
    Filed Date: 4/26/12.
    Accession Number: 20120426-5180.
    Comments Due: 5 p.m. ET 5/17/12.

    Docket Numbers: ER12-1625-000.
    Applicants: Ingenco Wholesale Power, LLC.
    Description: Ingenco Wholesale Power, LLC submits tariff filing per
35.13(a)(2)(iii: Notice of Change in Status to be effective 3/29/2012.
    Filed Date: 4/26/12.
    Accession Number: 20120426-5190.
    Comments Due: 5 p.m. ET 5/17/12.

    Take notice that the Commission received the following land
acquisition reports:

    Docket Numbers: LA12-1-000.
    Applicants: Macho Springs Power I, LLC.
    Description: Site Control Report for Q1 2012 of Macho Springs Power
I, LLC.
    Filed Date: 4/26/12.
    Accession Number: 20120426-5219.
    Comments Due: 5 p.m. ET 5/17/12.

    Docket Numbers: LA12-1-000.
    Applicants: East Coast Power Linden Holding, LLC, Cogen
Technologies Linden Venture, L.P., Fox Energy Company, LLC, Birchwood
Power Partners, L.P., Shady Hills Power Company, LLC, EFS Parlin
Holdings, LLC, and Inland Empire Energy Center, LLC.

    Description: The GE Companies submitting report updating the list
of sites for New Generation.
    Filed Date: 4/26/12.
    Accession Number: 20120426-5220.
    Comments Due: 5 p.m. ET 5/17/12.

    Take notice that the Commission received the following public
utility holding company filings:

    Docket Numbers: PH12-12-000.
    Applicants: Energy Transfer Equity, L.P.
    Description: FERC-65A Exemption of Energy Transfer Equity, L.P.
    Filed Date: 4/25/12.
    Accession Number: 20120425-5278.
    Comments Due: 5 p.m. ET 5/16/12.

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

    Dated: April 26, 2012.
Nathaniel J. Davis, Sr.,
Deputy Secretary.
[FR Doc. 2012-10974 Filed 5-7-12; 8:45 am]
BILLING CODE 6717-01-P