Public Notice for Waiver Of Aeronautical Land-Use Assurance; Springfield-Beckley Municipal Airport, Springfield, OH, 49479-49483 [2012-20141]

Agencies

• Federal Aviation Administration
• DEPARTMENT OF TRANSPORTATION

[Federal Register Volume 77, Number 159 (Thursday, August 16, 2012)]
[Notices]
[Pages 49479-49483]
From the Federal Register Online via the Government Printing Office [www.gpo.gov]
[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 (734) 229-2950. 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

[[Page 49480]]

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

[[Page 49481]]

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

[[Page 49482]]

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 1001100005000013 (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 0911340480) 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 1001100005000001 (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

[[Page 49483]]

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