Federal Register / Vol. 77, No. 159 / Thursday, August 16, 2012 / Notices 49479 

Thence North 49°¥04′¥00′′ West, 450.00 

feet along a new division line to a 5⁄8′′ x 30′′ 

iron pin with City of Sidney cap set; 

Thence South 35°¥13′¥22′′ West, 964.79 

feet along a new division line to a 5⁄8′′ x 30′′ 

iron pin with City of Sidney cap set; 

Thence North 49°¥04′¥00′′ West, 71.00 

feet along a new division line to a 5⁄8′′ x 30′′ 

iron pin with City of Sidney cap set; 

Thence South 40°¥56′¥06′′ West, 150.34 

feet along a new division line to a 5⁄8′′ x 30′′ 

iron pin with City of Sidney cap set; 

Thence North 84°¥44′¥05′′ West, 459.20 

feet returning to the place of beginning for 

this premise; 

Containing 37.744 acres more or less, all 

being subject to any legal easements and 

highways of record. 

Being part of the premises recorded in 

Deed Vol. 304, Pg. 154. 

Bearings are based upon State Plane 

Coordinates, NAD 83, Geoid 99, Ohio North 

Zone. 

Survey is recorded in Large Plat Vol. 33, 

Pg. 90. 

Randall J. Magoto, Ohio Professional 

Surveyor number 7768, based upon a field 

survey completed in April, 2011, prepared 

the above description 

Issued in Romulus, Michigan, on June 25, 

2012. 

John L. Mayfield, Jr., 

Manager, Detroit Airports District Office, 

FAA, Great Lakes Region. 

[FR Doc. 2012–20142 Filed 8–15–12; 8:45 am] 

BILLING CODE 4910–13–P 

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. 

SUMMARY: The Federal Aviation 

Administration (FAA) is considering a 

proposal to change a portion of the 

airport from aeronautical use to nonaeronautical 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-inaid 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 

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49480 Federal Register / Vol. 77, No. 159 / Thursday, August 16, 2012 / Notices 

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-ofway 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 

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Federal Register / Vol. 77, No. 159 / Thursday, August 16, 2012 / Notices 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 rightof-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 rightof-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-ofway 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 

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49482 Federal Register / Vol. 77, No. 159 / Thursday, August 16, 2012 / Notices 

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-ofway 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 

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Federal Register / Vol. 77, No. 159 / Thursday, August 16, 2012 / Notices 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-ofway 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 

DEPARTMENT OF TRANSPORTATION 

Pipeline and Hazardous Materials 

Safety Administration 

Actions on Special Permit Applications 

AGENCY: Pipeline and Hazardous 

Materials Safety Administration 

(PHMSA), DOT. 

ACTION: Notice of actions on Special 

Permit Applications. 

SUMMARY: In accordance with the 

procedures governing the application 

for, and the processing of, special 

permits from the Department of 

Transportation’s Hazardous Material 

Regulations (49 CFR Part 107, Subpart 

B), notice is hereby given of the actions 

on special permits applications in (July 

to July 2012). The mode of 

transportation involved are identified by 

a number in the ‘‘Nature of 

Application’’ portion of the table below 

as follows: 1—Motor vehicle, 2—Rail 

freight, 3—Cargo vessel, 4—Cargo 

aircraft only, 5—Passenger-carrying 

aircraft. Application numbers prefixed 

by the letters EE represent applications 

for Emergency Special Permits. It 

should be noted that some of the 

sections cited were those in effect at the 

time certain special permits were 

issued. 

Issued in Washington, DC, on August 7, 

2012. 

Donald Burger, 

Chief, Special Permits and ii ovals Branch. 

S.P. No. Applicant Regulation(s) Nature of special permit thereof 

MODIFICATION SPECIAL PERMIT GRANTED 

15258–M ............ Air Products and Chemicals, 

Inc. Tamaqua, PA.

49 CFR 180.205 and 

173.302a.

To modify the special permit to authorize additional cylinders which may be tested by the untrasonic test method. 

14175–M ............ The Linde Group, Murray Hill, 

NJ.

49 CFR 180.209 .................... To modify the special permit to authorize additional Division 

2.2 gases. 

14924–M ............ Explosive Service International Ltd., Baton Rouge, 

LA.

49 CFR 176.144(e), 

§ 176.145(b), 

§ 176.137(b)(7), 

§ 176.63(e), § 176.83; 

§ 176.116(e); § 176.120; 

§ 176.138(b); § 176.164(e); 

§ 176.178(b).

To modify the special permit to waive the requirement for a 

fire pump under § 176.64(e). 

15220–M ............ GasCon (Pty) Ltd, Cape 

Town, South Africa.

49 CFR 178.274(b) 

178.277(b)(1).

To modify the special permit to increase the water capacity 

from 17000 liters (4500 USWG) liters min; to 45000 liters 

(11888 USWG) max. 

11458–M ............ Costco Wholesale, Issaquah, 

WA.

49 CFR 172.203(a) and 

173.156(b).

To modify the special permit to authorize transportation in 

commerce as a limited quantity in addition to ORM–D. 

10232–M ............ ITW Sexton, Deccatur, AL ..... 49 CFR 173.304, 178.33(a) ... To modify the special permit to authorize a higher burst 

pressure. 

14978–M ............ Air Products and Chemicals, 

Inc., Allentown, PA.

49 CFR 173.181(c)(1) ............ To modify the special permit by removing the references to 

the drawings of the inner packaging. 

11836–M ............ Hydrite Chemical Co., Brookfield, WI.49 CFR 173.24; 173.203 ....... To modify the special permit by authorizing use of a UN 

3H1 drum. 

15661–M ............ Pyrotechnique by Grucci 

(PbG) Brookhaven, NY.

49 CFR, 49 CFR 173.52, 49 

CFR 173.50.

To modify the special permit by authorizing additional containers of unapproved fireworks to be transported. 

NEW SPECIAL PERMIT GRANTED 

15515–N ............ National Aeronautics and 

Space Administration 

(NASA) Houston, TX.

49 CFR 173.302a, 

173.301(0(1), 

173.301(h)(3), 173.302(f)(2) 

and 173.302(f)(4).

To authorize the transportation in commerce of a non-DOT 

specification cylinder further packed in an ATA–300 Category 1 outer packaging. (modes 1, 2, 3, 4). 

15593–N ............ ITW Sexton, Decatur, AL ....... 49 CFR 173.304a(d)(3), 

178.33(a)(8).

To authorize the manufacture, marking and sale of a nonDOT specification container to be used for the transportation in commerce of UN 1075. (modes 1, 2, 3, 4). 

15615–N ............ American Promotional Events, 

Inc.—East d/b/a TNT Fireworks Florence, AL.

49 CFR 171.8 ........................ To authorize the transportation in comerce of UNO336 Fireworks in UN4G packaging with a capacity greater than 

450 liters. (mode 1). 

15617–N ............ Veolia ES Technical Solutions, L.L.C. Flanders, NJ.49 CFR 173.192, § 177.848 .. To authorize the transportation in commerce of waste phosgene in alternative packaging being transported to a disposal facility without meeting the segregation requirements for Division 2.3 gas Zone A materials within the 

transport vehicle. (mode 1). 

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