[Federal Register Volume 77, Number 159 (Thursday, August 16, 2012)]
[Notices]
[Pages 49479-49483]
[FR Doc No: 2012-20141]

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DEPARTMENT OF TRANSPORTATION

Federal Aviation Administration

Public Notice for Waiver Of Aeronautical Land-Use Assurance;
Springfield-Beckley Municipal Airport, Springfield, OH

AGENCY: Federal Aviation Administration, DOT.

ACTION: Notice of intent of waiver with respect to land.

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SUMMARY: The Federal Aviation Administration (FAA) is considering a
proposal to change a portion of the airport from aeronautical use to
non-aeronautical use and to authorize the sale of the airport property.
The proposal consists of 3 parcels of land totaling approximately 12.66
acres. The land is currently used for agricultural crop production and
airport perimeter fence. No facilities are located within the property
boundaries. Federal funds were not used to purchase the property and is
not needed for aeronautical use, as shown on the Airport Layout Plan.
There are no impacts to the airport by allowing the sponsor to dispose
of the property. Subject land will provide for the realignment and
right-of-way needs of State Route 794. Approval does not constitute a
commitment by the FAA to financially assist in the disposal of the
subject airport property nor a determination of eligibility for grant-
in-aid funding from the FAA. The disposition of proceeds from the sale
of the airport property will be in accordance with FAA's Policy and
Procedures Concerning the Use of Airport Revenue, published in the
Federal Register on February 16, 1999.
    In accordance with section 47107(h) of title 49, United States
Code, this notice is required to be published in the Federal Register
30 days before modifying the land-use assurance that requires the
property to be used for an aeronautical purpose.

DATES: Comments must be received on or before September 17, 2012.

ADDRESSES: Documents reflecting this FAA action may be reviewed at the
Detroit Airports District Office.

FOR FURTHER INFORMATION CONTACT: Mary Jagiello, Program Manager,
Detroit Airports District Office, Federal Aviation Administration,
11677 South Wayne Road, Romulus, Michigan 48174. Telephone Number (734)
229-2956 FAX Number<PHONE_NUMBER>. Documents reflecting this FAA
action may be reviewed at this same location or at Springfield-Beckley
Municipal Airport, Springfield, Ohio.

SUPPLEMENTARY INFORMATION: Following is a legal description of the
property located in Springfield, Clark County, Ohio, and described as
follows:

Parcel 1-WDV-1 Description

    Situated in the State of Ohio, County of Clark, Township of Green,
being in the Northwest Quarter of Section 5 and in the Northeast and
Southeast Quarters of Section 11, Township 4, Range 8, Miami River
Survey, and being a part of:
    1. That 37.15 acre tract and that 76.59 acre tract, both described
in a deed to The City of Springfield, Ohio, of record in Official
Record Volume 1761, page 2573,
    2. that 2.17 acre tract and that 120 acre tract, both described in
a deed to The City of Springfield, Ohio, of record in Deed Book 354,
page 313,
    3. and that 2.00 acre tract described in a deed to The City of
Springfield, Ohio, of record in Official Record Volume 1872, page 1437,

all records referenced herein are on file at the Office of the Recorder
for Clark County, Ohio, being a parcel of land located on the left and
right sides of the proposed centerline of construction for Peacock
Road, and on the left and right sides of the proposed centerline of
construction for State Route 794, as shown on the centerline plat for
CLA-794-0.60, of record in Plat Book 18, page 286, and said parcel
being further bounded and described as follows:
    Commencing for reference at an iron pin found at the northwest
corner of said Section 5, being the northeast corner of said Section
11, being the southwest corner of Section 6, Township 4, Range 8, being
the southeast corner of Section 12, Township 4, Range 8, said iron pin
found being the northwest corner of said 37.15 acre tract, being the
northeast corner of that 1.47 acre tract described in a deed to Larry
E. Shaffer, of record in Official Record Volume 1778, page 73, being
the southwest corner of that 18.79 acre tract described in two deeds to
Nancy K. Saks & Daniel Saks (\5/6\ interest), of record in Official
Record Volume 1862, page 116, and of record in Official Record Volume
1900, page 107, and described in a deed to Barbara Jean Meadows (\1/6\
interest), of record in Official Record Volume 998, page 40, said iron
pin being at an angle point in the existing centerline of survey for
Peacock Road, and said iron pin found being 234 feet left of Peacock
Road proposed centerline of construction Station 204+37.70;
    Thence South 85 degrees 11 minutes 07 seconds East, along the north
line of said Section 5, along the south line of said Section 6, along
the north line of said 37.15 acre tract and along the south line of
said 18.79 acre tract, a distance of 606.98 feet to an iron pin set on
the proposed northwest right-of-way line for said State Route 794, said
iron pin set being 60.00 feet left of State Route 794 proposed
centerline of construction Station 145+68.96, and said iron pin set
being the TRUE POINT OF BEGINNING for the herein described right-of-way
parcel;
    Thence South 85 degrees 11 minutes 07 seconds East, continuing
along the north line of said Section 5, the south line of said Section
6, the north line of said 37.15 acre tract and the south line of said
18.79 acre tract (passing the proposed centerline of construction for
said State Route 794 at a distance of 154.03 feet, and the southeast
corner of said 18.79 acre tract at a distance of 364.37 feet), a total
distance of 408.59 feet to an iron pin set on the proposed southeast
right-of-way line for said State Route 794, said iron pin set being on
the south line of that 99.97 acre tract described in a deed to John C.
Hayes, Trustee, of record in Official Record Volume 1504, page 2207,
and said iron pin set being 60.00 feet right of State Route 794
proposed centerline of construction Station 149+61.75;
    Thence southwest across said 37.15 acre tract, along the arc of a
non-tangent

curve to the left, parallel to and 60.00 feet southeasterly from the
proposed centerline of construction for said State Route 794, said
curve having a radius of 1,146.23 feet, a central angle of 68 degrees
58 minutes 11 seconds, and an arc length of 1,379.77 feet to an iron
pin set at a point of tangency, said iron pin set being 60.00 feet
right of State Route 794 proposed centerline of construction Station
135+09.75, said curve being subtended by a long chord having a bearing
of South 52 degrees 48 minutes 43 seconds West and a length of 1,297.96
feet,
    Thence South 18 degrees 19 minutes 38 seconds West, continuing
across said 37.15 acre tract, a distance of 69.05 feet to an iron pin
set at a point, said iron pin set being 58.16 feet right of State Route
794 proposed centerline of construction Station 134+37.79;
    Thence South 13 degrees 13 minutes 15 seconds West, continuing
across said 37.15 acre tract, along a line parallel to and 60.00 feet
southeasterly from the proposed centerline of construction for said
State Route 794 (passing the existing east right-of-way way line for
Peacock Road at a distance of 147.63 feet, passing the south line of
said 37.15 acre tract and into said 2.00 acre tract at a distance of
203.26 feet, passing the existing centerline of survey for said Peacock
Road and the west line of said 2.00 acre tract and into said 76.59 acre
tract at a distance of 290.40 feet, and passing the existing west
right-of-way line for said Peacock Road at a distance of 433.17 feet),
a total distance of 1,008.74 feet to an iron pin set at a point, said
point being 62.26 feet right of State Route 794 proposed centerline of
construction Station 124+29.68;
    Thence South 19 degrees 22 minutes 15 seconds West, across said
76.59 acre tract, a distance of 71.63 feet to an iron pin set at a
point of curvature, said point being 60.00 feet right of State Route
794 proposed centerline of construction Station 123+61.70;
    Thence continuing southwest across said 76.59 acre tract, along the
arc of a curve to the right, parallel to and 60.00 feet southeasterly
from the proposed centerline of State Route 794, said curve having a
radius of 1,014.93 feet, a central angle of 69 degrees 26 minutes 28
seconds, (passing the existing north right of way line for said State
Route 794 and the south line of said 76.59 acre tract and into said
2.17 acre tract at an arc length of 832.41 feet, passing the existing
centerline of survey for said State Route 794 at an arc length of
936.68 feet, passing the south line of said 2.17 acre tract and into
said 120 acre tract at an arc length of 951.27 feet, and passing the
existing south right-of-way line for said State Route 794 at an arc
length of 1,071.49 feet) a total arc length of 1,230.07 feet to an iron
pin set at a point of tangency, said iron pin set being 60.00 feet
right of State Route 794 proposed centerline of construction Station
112+04.35, said curve being subtended by a long chord having a bearing
of South 54 degrees 05 minutes 29 seconds West and a length of 1,156.15
feet;
    Thence South 88 degrees 48 minutes 43 seconds West, continuing
across said 120 acre tract, a distance of 71.63 feet to an iron pin set
at a point, said iron pin set being 62.26 feet right of State Route 794
proposed centerline of construction Station 111+36.37;
    Thence North 85 degrees 02 minutes 17 seconds West, continuing
across said 120 acre tract, along a line parallel to and 60.00 feet
southerly from the centerline of survey and construction for said State
Route 794, a distance of 389.32 feet to an iron pin set at a point,
said iron pin set being 60.00 feet right of State Route 794 proposed
centerline of construction Station 107+50.00;
    Thence North 04 degrees 57 minutes 43 seconds East, continuing
across said 120 acre tract, along a line perpendicular to the
centerline of survey and construction for said State Route 794 (passing
the existing south right-of-way line for said State Route 794 at a
distance of 30.00 feet and passing the centerline of survey and
construction for said State Route 794 at a distance of 60.00 feet), a
total distance of 75,00 feet to A MAG nail set on the half section line
for said Section 11, being on the north line of said 120 acre tract,
being on the south line of that 1.53 acre tract described in a deed to
Linda L. Black, Trustee or her Successor(s) as Trustees of ``The Phlips
Keystone Inheritance Trust'', dated March 12, 2010, of record in Deed
Book 1901, page 2209, said MAG nail set being 15.00 feet left. of State
Route 794 proposed centerline of construction Station 107+50.00;
    Thence South 85 degrees 02 minutes 17 seconds East, along the half-
section line for said Section 11, along the north line of said 120 acre
tract, and along the south line of said 1.53 acre tract, a distance of
167.78 feet to a MAG nail set at a southwest corner of said 76.59 acre
tract, being the southeast corner of said 1.53 acre tract, said MAG
nail set being 15.00 feet left of State Route 794 centerline of
construction Station 109+17.78;
    Thence North 08 degrees 42 minutes 47 seconds West, along a
southwest line of said 76.59 acre tract, along the northeast line of
said 1.53 acre tract, a distance of 46.31 feet to an iron pin set on
the proposed north right-of-way line for said State Route 794, said
iron pin set being 60.00 feet left of State Route 794 proposed
centerline of construction Station 109+06.83;
    Thence across said 76.59 acre tract along the following seven (7)
described courses:
    1. South 85 degrees 02 minutes 17 seconds East, along a line
parallel to and 60.00 feet northerly from the centerline of survey and
construction for said State Route 794, a distance of 226.04 feet to an
iron pin set, said iron pin set being 57.91 feet left of State Route
794 proposed centerline of construction Station 111+35.65;
    2. North 88 degrees 48 minutes 43 seconds East, a distance of 65.19
feet to an iron pin set at a point of curvature, said iron pin set
being 60.00 feet left of State Route 794 proposed centerline of
construction Station 112+04.35;
    3. Northeast along the arc of a curve to the left, parallel to and
60,00 feet northwesterly from the proposed centerline of construction
for said State Route 794, said curve having a radius of 894.93 feet, a
central angle of 69 degrees 26 minutes 28 seconds, and an arc length of
1,084.63 feet to an iron pin set at a point of tangency, said iron pin
set being 60.00 feet left of State Route 794 proposed centerline of
construction Station 123+61.70, said curve being subtended by a long
chord having a bearing of North 54 degrees 05 minutes 29 seconds East
and a length of 1,019.46 feet;
    4. North 19 degrees 22 minutes 15 seconds East, a distance of 65.19
feet to an iron pin set at a point, said iron pin set being 57.9.1 feet
left of State Route 794 proposed centerline of construction Station
124+30.40;
    5. North 13 degrees 13 minutes 15 seconds East, along a line
parallel to and 60.00 feet northwesterly from the proposed centerline
of construction for said State Route 794, a distance of 1,007.65 feet
to an iron pin set at a point of tangency, said iron pin set being
61.95 feet left of State Route 794 proposed centerline of construction
Station 134+38.38;
    6. North 18 degrees 19 minutes 38 seconds East, a distance of 74.40
feet to an iron pin set at a point of curvature, said iron pin set
being 60.00 feet left of State Route 794 proposed centerline of
construction Station 135+09.75;
    7. Northeast along the arc of a curve to the right, parallel to and
60.00 feet northwesterly from the proposed centerline of construction
for said State Route 794, said curve having a radius of 1,266.23 feet,
a central angle of 50 degrees 18 minutes 44 seconds, (passing the
existing west right-of-way line for

said Peacock Road at an arc length of 143.33 feet, passing the existing
centerline of survey for said Peacock Road and the east line of said
76.59 acre tract and into said 37.15 acre tract at an arc length of
199.37 feet, passing the existing east right-of-way line for said
Peacock Road at an arc length of 249.89 feet, and passing the proposed
centerline of construction for said Peacock Road at an arc length of
542.57 feet) a total arc length of 1,111.89 feet to the TRUE POINT OF
BEGINNING for the herein described right-of-way parcel, said curve
being subtended by a long chord having a bearing of North 43 degrees 29
minutes 00 seconds East and a length of 1,076.51 feet.

In the State of Ohio, County of Clark, Township of GreeAll that part of
Section 19, Township 6 North, Range 10 West, Kent County, Michigan,
described as follows: Commencing at a point 812.50 feet east of the
southwest corner of the southeast \1/4\ of said Section 19, thence
north 183 feet, thence east 100 feet, thence south 183 feet, thence
west 100 feet to the point of beginning.

Parcel 1-WDV-2 Description

    Situated in the State of Ohio, County of Clark, Township of Green,
being in the Northwest Quarter of Section 5 and in the Southwest
Quarter of Section 6, Township 4, Range 8, Miami River Survey, and
being a part of that 73.16 acre tract described in a deed to The City
of Springfield, Ohio, of record in Deed Book 449, page 237, and that
1.35 acre tract described to The City of Springfield, Ohio, of record
in Deed Book 452, page 221, all records referenced herein are on file
at the Office of the Recorder for Clark County, Ohio, being a parcel of
land located on the left and right sides of the proposed centerline of
construction for State Route 794, as shown on the centerline plat for
CLA-794-0.60, of record in Plat Book 18, page 286, and said parcel
being further bounded and described as follows:
    Commencing for reference at an iron pin found at the northwest
corner of said Section 5, being the southwest corner of said Section 6,
said iron pin being at an angle point in the existing centerline of
survey for Peacock Road, and said iron pin found being 2.34 feet left
of Peacock Road proposed centerline of construction Station 204+37.70;
    Thence South 85 degrees 11 minutes 07 seconds East, along the north
line of said Section 5, along the south line of said Section 6 (passing
the northeast corner of said 73.16 acre tract at a distance of 3,589.25
feet) a total distance of 3,688.4.4 feet to a point on the existing
northwest right-of-way line for said State Route 794, said point being
the east corner of said 1.35 acre tract, said corner being a southerly
corner of that 110.789 acre tract described in a deed to Ruth Y. Young,
of record in Official Record 1416, page 1572, and described in a deed
to Security National Bank of Springfield nka Security National Bank and
Trust Company, ITE of the Herbert A. Young Trust u/d of February 5,
1991, as amended (\1/2\ interest), of record in Official Record Volume
1887, page 2365, (reference an iron pin found with a cap stamped
``Sutton'' North 85 degrees 11 minutes 07 seconds West at a distance of
3,686.86 feet), said point being 73.98 feet right of State Route 794
proposed centerline of construction Station 176+64.69;
    Thence South 85 degrees 11 minutes 07 seconds East, continuing
along the north line of said Section 5 and the south line of said
Section 6, along the north line of said 73.16 acre tract, and along the
south line of said 1.35 acre tract, a distance of 72.01 feet to an iron
pin set on the proposed southwest right-of-way line for said State
Route 794, said iron pin set being 60.00 feet right of State Route 794
proposed centerline of construction Station 177+35.34, and said iron
pin set being the TRUE POINT OF BEGINNING for the herein described
right-of-way parcel; Thence across said 1.35 acre tract along the
following four (4) described courses:

    1. North 73 degrees 59 minutes 44 seconds West, along a line
parallel to and 60.00 feet southwesterly from the proposed
centerline of construction for said State Route 794, a distance of
37.91 feet to an iron pin set on the existing northwest right-of-way
line for said State Route 794, being the northwest line of said 1.35
acre tract, and being the southeast line of said 110.789 acre tract,
said iron pin set being 60.00 feet right of State Route 794 proposed
centerline of construction Station 176+97.43;
    2. Northeasterly along the arc of a curve to the right, along
the existing northwest right-of-way line for said State Route 794,
along the northwest line of said 1.35 acre tract, and along the
southeast line for said 110.789 acre tract, said curve having a
radius of 1,677.20 feet, a central angle of 11 degrees 19 minutes 21
seconds (passing the proposed centerline of construction for said
State Route 794 at an arc length of 180.45 feet), a total arc length
of 331.44 feet to a point of tangency (reference a concrete monument
found South 66 degrees 20 minutes 42 seconds West at a distance of
0.24 feet), said point being 30.17 feet left of State Route 794
proposed centerline of construction Station 180+16.84, said curve
being subtended by a long chord having a bearing of North 89 degrees
09 minutes 12 seconds East and a length of 330.90 feet;
    3. South 85 degrees 11 minutes 07 seconds East, along the
existing north right-of-way line for said State Route 794, along the
north line of said 1.35 acre tract, and along a south line of said
110.789 acre tract, a distance of 327.65 feet to an iron pin set at
the intersection of the northeast line of said 73.16 acre tract
projected north, said iron pin set being 40.00 feet left of State
Route 794 proposed centerline of construction Station 183+48.19;
    4. South 25 degrees 15 minutes 14 seconds East, along the
northeast line of said 73.16 acre tract projected north, a distance
of 46.22 feet to a point on the centerline of survey and
construction for said State Route 794, being on the south line of
said 1.35 acre tract, said point being the northeast corner of said
73.16 acre tract and the northwest corner of that 1.25 acre tract
described in a deed to The City of Springfield, Ohio, of record in
Deed Book 450, page 164, and said point being at State Route 794
proposed centerline of construction Station 183+71.34;

    Thence South 25 degrees 15 minutes 14 seconds East, along the
northeast line of said 73.16 acre tract, along the southwest line of
said 1.25 acre tract (passing the existing south right-of-way line for
said State Route 794, the southwest corner of said 1.25 acre tract, and
the northwest corner of that 30.02 acre tract described in a deed to
The City of Springfield, Ohio, of record in Deed Book 535, page 558 at
a distance of 46.22 feet), along the southwest line of said 30.02 acre
tract, a total distance of 69.33 feet to an iron pin set, said iron pin
set being 60.00 feet right of State Route 794 proposed centerline of
construction Station 184+06.08;
    Thence across said 73.16 acre tract along the following three (3)
described courses:

    1. North 85 degrees 11 minutes 07 seconds West, along a line
parallel to and 60.00 feet southerly from the centerline of survey
and construction for said State Route 794, a distance of 208.09 feet
to an iron pin set, said iron pin set being 60.00 feet right of
State Route 794 proposed centerline of construction Station
181+97.99;
    2. Northwesterly along the arc of a curve to the right, parallel
to and 60.00 feet southwesterly from the proposed centerline of
construction for said State route 794, said curve having a radius of
1,697.02 feet, a central angle of 11 degrees 11 minutes 23 seconds
(passing the existing south right-of-way line at an arc length of
250.06 feet), a total arc length of 331.42 feet to an iron pin set
at a point of tangency, said iron pin set being 60.00 feet right of
State Route 794 proposed centerline of construction Station
178+78.29, said curve being subtended by a long chord having a
bearing of North 79 degrees 35 minutes 25 seconds West and a length
of 330.90 feet;
    3. North 73 degrees 59 minutes 44 seconds West, along a line
parallel to and 60.00 feet southwesterly from the proposed
centerline of construction for said State Route 794 (passing the
existing centerline of survey for said State Route 794 at a distance
of 67.66 feet), a total distance of 142.94 feet to the

TRUE POINT OF BEGINNING for the herein described right-of-way
parcel.

    The above described right-of-way parcel contains an area of 1.209
acres (including a total of 1.038 acres within the present road
occupied), of which 0.680 acres lies within Clark County Auditor's tax
parcel number<PHONE_NUMBER>000013 (including 0.509 acres within the
present road occupied), and 0.529 acres with no tax parcel number (all
of which lies within present road occupied).
    The bearings described herein are based on the bearing of South 85
degrees 11 minutes 07 seconds East for the north line of Section 5,
Township 4, Range 8, Miami River Survey, which is referenced to the
Ohio State Plane Coordinate System, South Zone, and the North American
Datum of 1983 (CORS96 Adjustment), as established utilizing a GPS
survey performed by American Structurepoint, Inc. in March 2009, and an
NGS OPUS solution (file number<PHONE_NUMBER>) that was based on CORS
Stations ``OHCL'', ``OHMD'' and ``OH:FA''.
    Iron pins referenced as set are \5/8\ inch by 30 inch long rebar
with yellow plastic caps stamped ``ASI PS-8438'' and are set after
construction activities are completed.
    The above description of a right-of-way parcel was prepared and
reviewed on October 14, 2010 by Brian P. Bingham, Professional Surveyor
Number 8438, is based on an actual field survey performed in March 2009
by American Structurepoint, Inc., meets the requirements of the
``Minimum Standards for Boundary Surveys'' described in Ohio Revised
Code Chapter 4733-37, and is true and correct to the best of my
knowledge.

Parcel 1-WDV-3 Description

    Situated in the State of Ohio, County of Clark, Township of Green,
being in the Northwest Quarter of Section 5, Township 4, Range 8, Miami
River Survey, and being a part of that 37.15 acre tract described in a
deed to The City of Springfield, Ohio, of record in Official Record
Volume 1761, page 2573, being a parcel of land located on the left and
right sides of the proposed centerline of construction for Peacock
Road, being on the left side of the proposed centerline of construction
for State Route 794, both as shown on the centerline plat for CLA-794-
0.60, of record in Plat Book 18, page 286, said parcel being further
bounded and described as follows:
    Beginning at an iron pin found at the northwest corner of said
Section 5, being the northeast corner of Section 11, Township 4, Range
8, being the southwest corner of Section 6, Township 4, Range 8, being
the southeast corner of Section 12, Township 4, Range 8, said iron pin
found being the northwest corner of said 37.15 acre tract, being the
northeast corner of that 1.47 acre tract described in a deed to Larry
E. Shaffer, of record in Official Record Volume 1778, page 73, being
the southwest corner of that 18.79 acre tract described in two deeds to
Nancy K. Saks & Daniel Saks (\5/6\ interest), of record in Official
Record Volume 1862, page 116 and in Official Record Volume 1900, page
107, and described in a deed to Barbara Jean Meadows (\1/6\ interest),
of record in Official Record Volume 998, page 40, said iron pin found
being at an angle point in the existing centerline of survey for
Peacock Road, and said iron pin found being 2.34 feet left of Peacock
Road proposed centerline of construction Station 204+37.70;
    Thence South 85 degrees 11 minutes 07 seconds East, along the north
line of said Section 5 and said 37.15 acre tract, along the south line
of said Section 6 and said 18.79 acre tract, a distance of 42.69 feet
to an iron pin set at a point, said iron pin set being 40.00 feet right
of Peacock Road proposed centerline of construction Station 204+31.85;
    Thence across said 37.15 acre tract along the following seven (7)
described courses:

    1. Southeast parallel to and 40.00 feet northeasterly from the
proposed centerline of construction for said Peacock Road, along the
arc of a non-tangent curve to the left, said curve having a radius
of 273.95 feet, a central angle of 40 degrees 31 minutes 19 seconds,
and an arc length of 193.75 feet to an iron pin set at a point of
tangency, said iron pin set being 40.00 feet right of Peacock Road
proposed centerline of construction Station 202+09.82, said curve
being subtended by a long chord having a bearing of South 23 degrees
22 minutes 30 second East and a length of 189.74 feet;
    2. South 43 degrees 38 minutes 10 seconds East, along a line
parallel to and 40.00 feet northeasterly from the proposed
centerline for said Peacock Road, a distance of 121.71 feet to an
iron pin set at a point of curvature, said iron pin set being 88.73
feet left of State Route 794 proposed centerline of construction
Station 141+37.27;
    3. East along the arc of a curve to the left, said curve having
a radius of 30.00 feet, a central angle of 86 degrees 54 minutes 16
seconds, and an arc length of 45.50 feet to an iron pin set at a
point of cusp on the proposed northwest right-of-way line for State
Route 794, said iron pin set being 60.00 feet left of State Route
794 proposed centerline of construction Station 141+65.17, said
curve being subtended by a long chord having a bearing of South 87
degrees 05 minutes 18 seconds East and a length of 41.26 feet;
    4. Southwest along the proposed northwest right-of-way line for
said State Route 794, parallel to and 60.00 feet northwest of the
centerline of construction for said State Route 794, along the arc
of a curve to the left, said curve having a radius of 1,266.23 feet,
a central angle of 06 degrees 11 minutes 29 seconds, and an arc
length of 136.83 feet to an iron pin set at a point of cusp, said
iron pin set being 60.00 feet left of State Route 794 proposed
centerline of construction Station 140+34.83, said curve being
subtended by a long chord having a bearing of South 46 degrees 21
minutes 50 seconds West and a length of 136.76 feet;
    5. North along the arc of a curve to the left, said curve having
a radius of 30.00 feet, a central angle of 86 degrees 54 minutes 16
seconds, and an arc length of 4530 feet to an iron pin set at a
point of tangency, said iron pin set being 88.73 feet left of State
Route 794 proposed centerline of construction Station 140+62.73,
said curve being subtended by a long chord having a bearing of North
00 degrees 11 minutes 02 seconds West and a length of 41.26 feet;
    6. North 43 degrees 38 minutes 10 seconds West, (along a line
parallel to and 40.00 feet southwesterly from the proposed
centerline of construction for a distance of 121.71 feet), a total
distance of 162.11 feet to an iron pin set, said iron pin set being
42.30 feet left of Peacock Road proposed centerline of construction
Station 202+45.49;
    7. North 84 degrees 49 minutes 54 seconds West, (passing the
existing east right-of-way line for said Peacock Road at a distance
of 30.26 feet), a total distance of 50.26 feet to a railroad spike
found on the existing centerline of survey for said Peacock Road,
being on the west line of said 37.15 acre tract and said Section 5,
being on the east line of said Section 11, being the southeast
corner of said 1.47 acre tract, and being a northeast corner for
that 76.59 acre tract described in a deed to The City of
Springfield, Ohio, of record in Official Record Volume 1761, page
2573, and said point being 80.93 feet left of Peacock Road proposed
centerline of construction Station 202+72.42;

    Thence North 05 degrees 10 minutes 06 seconds East, along the
existing centerline of survey for said Peacock Road, along the west
line of said 37.15 acre tract and said Section 5, along the east line
of said 1.47 acre tract and said Section 11, a distance of 200.00 feet
to the POINT OF BEGINNING for the herein described right-of-way parcel.
    The above described right-of-way parcel contains 0.679 acres within
Clark County Auditor's tax parcel number<PHONE_NUMBER>000001 (including
0.092 acres within the present road occupied).
    The bearings described herein are based on the bearing of South 85
degrees 11 minutes 07 seconds East for the north line of Section 5,
Township 4, Range 8, Miami River Survey, which is referenced to the
Ohio State Plane Coordinate System, South Zone, and the North American
Datum of 1983 (CORS96 Adjustment), as established

utilizing a GPS survey performed by American Structurepoint, Inc. in
March 2009, and an NGS OPUS solution (file number 09-11340480) that was
based on CORS Stations ``OHCL'', ``OHMD'' and ``OHFA''.
    Iron pins referenced as set are \5/8\ inch by 30 inch long rebar
with yellow plastic caps stamped ``ASI PS-8438'' and are set after
construction activities are completed.
    The above description of a right-of-way parcel was prepared and
reviewed on January 19, 2011 by Brian P. Bingham, Professional Surveyor
Number 8438, is based on an actual field survey performed in March 2009
by American Structurepoint, Inc., meets the requirements of the
``Minimum Standards for Boundary Surveys'' described in Ohio Revised
Code Chapter 4733-37, and is true and correct to the best of my
knowledge.

    Issued in Romulus, Michigan, on August 2, 2012.
John L. Mayfield, Jr.,
Manager, Detroit Airports District Office, FAA, Great Lakes Region.
[FR Doc. 2012-20141 Filed 8-15-12; 8:45 am]
BILLING CODE 4910-13-P


[Federal Register: July 26, 2006 (Volume 71, Number 143)]
[Notices]
[Page 42373]
[DOCID:fr26jy06-52]

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DEPARTMENT OF ENERGY

Federal Energy Regulatory Commission

[Docket Nos. PH06-40-000; PH06-41-000; PH06-42-000; PH06-43-000; PH06-
44-000; PH06-45-000; PH06-46-000; PH06-47-000]

Nicor Inc.; OGE Energy Corporation; Scottish Power Place; GAMCO
Investors; The Catalyst Group; New Jersey Resources Corporation; Green
Mountain Power Corporation; WGL Holding, Inc.; Notice of Effectiveness
of Holding Company and Transaction Exemptions and Waivers

July 18, 2006.
    Take notice that in June 2006 the holding company and transaction
exemptions and waivers requested in the above-captioned proceedings are
deemed to have been granted by operation of law pursuant to 18 CFR
366.4.

Magalie R. Salas,
Secretary.
 [FR Doc. E6-11881 Filed 7-25-06; 8:45 am]

BILLING CODE 6717-01-P


[Federal Register Volume 86, Number 51 (Thursday, March 18, 2021)]
[Notices]
[Pages 14758-14759]
[FR Doc No: 2021-05603]

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DEPARTMENT OF HOMELAND SECURITY

Federal Emergency Management Agency

[Docket ID FEMA-2020-0016]

Meeting To Implement Pandemic Response Voluntary Agreement Under
Section 708 of the Defense Production Act; Correction

AGENCY: Federal Emergency Management Agency, Department of Homeland
Security.

ACTION: Announcement of meetings; Correction.

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

SUMMARY: The Federal Emergency Management Agency (FEMA) published a
document in the Federal Register of March 12, 2021, concerning an
announcement of meetings to implement the Voluntary Agreement for the
Manufacture and Distribution of

Critical Healthcare Resources Necessary to Respond to a Pandemic. The
document contained an incorrect date for one of the meetings.

FOR FURTHER INFORMATION CONTACT: Robert Glenn, Office of Business,
Industry, Infrastructure Integration, via email at<EMAIL_ADDRESS>or
via phone at<PHONE_NUMBER>.

SUPPLEMENTARY INFORMATION:

Correction

    In the Federal Register of March 12, 2021, in FR Doc. 2021-05232 on
page 14145, in the second column, correct the last sentence of the
``Dates'' caption to read: A fourth meeting will take place on Tuesday,
March 23, 2021, from 3 to 5 p.m. ET.

    Dated: March 15, 2021.
Shabnaum Q. Amjad,
Deputy Associate Chief Counsel, Regulatory Affairs Division, Office of
Chief Counsel, Federal Emergency Management Agency.
[FR Doc. 2021-05603 Filed 3-17-21; 8:45 am]
BILLING CODE 9111-19-P


[Federal Register Volume 83, Number 212 (Thursday, November 1, 2018)]
[Proposed Rules]
[Pages 54891-54892]
[FR Doc No: 2018-23916]

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DEPARTMENT OF HEALTH AND HUMAN SERVICES

Food and Drug Administration

21 CFR Parts 807, 1002, 1010, and 1040

[Docket Nos. FDA-2011-N-0070 and FDA-2016-N-2491]
RIN 0910-AG79 and 0910-AF87

Withdrawal of the Laser Products; Proposed Amendment to
Performance Standard and the Electronic Submission of Labeling for
Certain Home-Use Medical Devices

AGENCY: Food and Drug Administration, HHS.

ACTION: Proposed rule; withdrawal.

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SUMMARY: The Food and Drug Administration (FDA, Agency, we) is

announcing the withdrawal of two proposed rules that published in the
Federal Register. These proposed rules are not currently considered
viable candidates for final action. FDA is taking this action because
these proposed rules need to be reconsidered based on public comments
received and new information developed after the publication of the
proposed rules.

DATES: As of November 1, 2018, the proposed rules published on June 24,
2013, at 78 FR 37723, and October 17, 2016, at 81 FR 71415 are
withdrawn.

ADDRESSES: For access to the docket, go to https://www.regulations.gov
and insert the docket number found in brackets in the heading of this
document into the ``Search'' box and follow the prompts, and/or go to
the Dockets Management Staff, 5630 Fishers Lane, Rm. 1061, Rockville,
MD 20852.

FOR FURTHER INFORMATION CONTACT: Madhusoodana Nambiar, Center for
Devices and Radiological Health, Food and Drug Administration, 10903
New Hampshire Ave., Bldg. 66, Rm. 5518, Silver Spring, MD 20993-0002,
301-796-5837, [email protected].

SUPPLEMENTARY INFORMATION: In 1990, FDA began a process of periodically
conducting comprehensive reviews of its regulation process, including
reviewing the backlog of proposed rulemakings that had not been
finalized. As FDA removed many proposed rules not finalized, the Agency
implemented a process of reviewing existing proposed rules every 5
years.
    As part of this process and the Agency's regulatory reform
initiative, we continue to conduct reviews of existing proposed rules.
The review determines if the proposals are outdated, unnecessary, or
should be revised to reduce regulatory burden while allowing FDA to
achieve our public health mission and fulfill statutory obligations.
    As part of these efforts, FDA is withdrawing the following proposed
rules:

----------------------------------------------------------------------------------------------------------------
                                        Publication date,
       Title of proposed rule           Federal Register           Docket No.           Reason for withdrawal
                                            citation
----------------------------------------------------------------------------------------------------------------
1. Laser Products; Proposed          June 24, 2013, 78 FR    FDA-2011-N-0070.......  The proposed rule
 Amendment to Performance Standard.   37723.                                          referenced an
                                                                                international performance
                                                                                standard. That
                                                                                international standard is
                                                                                now being revised to
                                                                                reflect advancements in
                                                                                technology. FDA wants to
                                                                                have the most current
                                                                                international standard as
                                                                                a reference before
                                                                                publishing a final rule on
                                                                                laser products.
2. Electronic Submission of          October 17, 2016, 81    FDA-2016-N-2491.......  Several adverse comments
 Labeling for Certain Home-Use        FR 71415.                                       challenged the proposed
 Medical Devices.                                                                     FDA-managed labeling
                                                                                database as being unduly
                                                                                burdensome on both FDA and
                                                                                on industry, without
                                                                                efficiently enhancing
                                                                                public health.
                                                                                Additionally, concerns
                                                                                regarding the proposed
                                                                                format and potential costs
                                                                                for industry to fully
                                                                                implement were also
                                                                                raised. Based on the
                                                                                adverse comments, this
                                                                                rulemaking would benefit
                                                                                from being withdrawn at
                                                                                this time and
                                                                                reconsidered. The Agency
                                                                                plans to reconsider its
                                                                                approach and solicit
                                                                                further public input at a
                                                                                future date.
----------------------------------------------------------------------------------------------------------------

    The withdrawal of these proposals identified in this document does
not preclude the Agency from reinstituting rulemaking concerning the
issues addressed in the proposals listed in the chart. Should we decide
to undertake such rulemakings in the future, we will re-propose the
actions and provide new opportunities for comment. Furthermore, this
withdrawal of the proposed rules is only intended to address the
specific actions identified in this document, and not any other pending
proposals that the Agency has issued or is considering. If you need
additional information about the subject matter of the withdrawn
proposed rules, you may review the Agency's website (https://www.fda.gov) for any current information on the matter.

    Dated: October 29, 2018.
Leslie Kux,
Associate Commissioner for Policy.
[FR Doc. 2018-23916 Filed 10-31-18; 8:45 am]
 BILLING CODE 4164-01-P