Public Notice for Waiver of Aeronautical Land-Use Assurance; Rickenbacker International Airport, Columbus, OH, 27021-27022 [06-4329]

Download as PDF Federal Register / Vol. 71, No. 89 / Tuesday, May 9, 2006 / Notices DEPARTMENT OF TRANSPORTATION Federal Aviation Administration Public Notice for Waiver of Aeronautical Land-Use Assurance; Rickenbacker International Airport, Columbus, OH Federal Aviation Administration, DOT ACTION: Notice of intent of waiver with respect to land. mstockstill on PROD1PC68 with NOTICES AGENCY: SUMMARY: The Federal Aviation Administration (FAA) is considering a proposal to change a portion of the airport designated aeronautical use to non-aeronautical use and authorize the release of approximately 70.463 acres of airport property. Approximately 69.903 acres of the property will be used as dedicated road right-of-way associated with Phase 1B of the Alum Creek Drive Extension to Franklin County for public transportation purposes. The remaining 0.56 acres of land will be used for land exchange with South Central Power Company. A small portion of the land is currently developed with existing roadways and four existing structures that formerly supported military base activities. The parcel was acquired by the Rickenbacker Port Authority through three agreements (Quitclaim Deeds) dated March 30, 1984, September 22, 2003 and May 16, 2005 from the United States of America. There are no impacts to the airport by allowing the airport to dispose of the property. The roadways currently support civilian airport activities. The present condition of the existing roadway pavements varies from poor to excellent. The present condition of the four existing structures are: Building 904—Sanitary sewer lift station for military cantonment area is currently in use, is in fair condition and will remain in use; Building 905 (Warehouse/Tank Control)—not in use, to be demolished; Building 906 (Warehouse Tank port)— Not in use, to be demolished; Building 812 (Former Base Exchange)—Not in use, to be demolished. 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. 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 June 8, 2006. VerDate Aug<31>2005 15:42 May 08, 2006 Jkt 208001 FOR FURTHER INFORMATION CONTACT: Mary W. Jagiello, Program Manager, Federal Aviation Administration, Great Lakes Region, Detroit Airports District Office, DET ADO–608, 11677 South Wayne Road, Suite 107, 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 Rickenbacker International Airport, Columbus, Ohio. SUPPLEMENTARY INFORMATION: Following is a legal description of the property located in Hamilton Township, Franklin County, Ohio, and described as follows: Beginning at the northwesterly corner of dedicated right of way of Curtis Lemay Avenue (Port Road) as delineated on the Plat ‘‘Dedication of Curtis Lemay Avenue and Alum Creek Drive’’ of record in Plat Book 76, Page 46, being the northeasterly corner of said 0.371 acre tract; Thence S 03°42′59″ W, along the westerly terminus line of said Curtis Lemay Avenue (Port Road) Dedication, an easterly line of said 0.371 acre tract and said 295.137 acre tract, a distance of 175.31 feet to the southwesterly corner of said Curtis Lemay Avenue (Port Road) Dedication; Thence N 86°09′45″ W, through said 295.137 acre tract, a distance of 337.62 feet to a point of curvature; Thence along the arc of a curve to the left continuing through said 295.137 acre tract, having a radius of 1829.31 feet, a central angle of 30°47′44″, an arc distance of 983.22 feet to a point, said arc being subtended by chord bearing S 78°26′23″ W, a chord distance of 971.43 feet; Thence S 04°16′55″ W, continuing through said 295.137 acre tract, a distance of 10.00 feet to a point; Thence N 86°06′35″ W, continuing through said 295.137 acre tract, a distance of 16.48 feet to a point of curvature; Thence along the arc of a non-tangent curve to the left, continuing through said 295.137 acre tract, having a radius of 1829.31 feet, a central angle of 16°50′44″, an arc distance of 537.84 feet to a point, said arc being subtended by chord bearing S 54°00′49″ W, a chord distance of 535.91 feet to a point at a northwesterly corner of that 18.320 acre tract as described in a deed to Rickenbacker Port Authority of record in Instrument Number 200204090089210; Thence S 45°35′27″ W, along the westerly line of said 18.320 acre tract and the westerly line of that 18.609 acre tract as described to Rickenbacker Port Authority of record in Instrument PO 00000 Frm 00102 Fmt 4703 Sfmt 4703 27021 Number 200204090089210, a distance of 2170.11 feet to a point being the southwesterly corner of said 18.609 acre tract; Thence S 30°31′30″ E, along the southerly line of said 18.609 acre tract, a distance of 703.25 feet to a point being the southeasterly corner of said 18.609 acre tract; Thence S 06°04′34″ E, crossing said 295.137 acre tract, a distance of 148.97 feet to a point being the southwesterly corner a survey by HLG Engineering and Survey, Inc., of that 157.779 acre tract dated 01–15–98; Thence S 30°31′14″ E, along the westerly line of said 157.779 acre tract, a distance of 1185.58 feet to a point of curvature; Thence along an arc of a curve to the right, continuing along the westerly line of said 157.779 acre tract, having a radius of 330.00 feet, a central angle of 76°05′29″, an arc distance of 438.26 feet to a point, said arc being subtended by a chord bearing S 07°31′35″ W, a chord distance of 406.75 feet; Thence S 45°34′19″ W, along the northwesterly line of said 157.770 acre tract and the northwesterly line of a survey by HLG Engineering and Survey, Inc., of that 126.485 acre tract dated 05– 31–04 to the state of Ohio Adjutant General’s Department, a distance of 3521.48 feet to a point of curvature; Thence along an arc of a curve to the left, continuing along the northwesterly line of said 126.485 acre tract, having a radius of 340.00 feet, a central angle of 90°00′00″, an arc distance of 534.07 feet to a point, said arc being subtended by a chord bearing S 00°34′19″ W, a chord distance of 480.83 feet; Thence S 44°25′41″ E, along the westerly line of said 126.485 acre tract, a distance of 2.47 feet to a point; Thence S 45°34′38″ W, crossing said 295.137 acre tract, a distance of 218.04 feet to a point of curvature in the easterly railroad right of way of Norfolk Western Railway Company; Thence along an arc of a non-tangent curve to the left, along said easterly railroad right of way, having a radius of 1938.85 feet, a central angle of 10°24′52″, an arc distance of 352.42 feet to a point, said point being subtended by a chord bearing N 33°37′05″ W, a chord distance of 351.93 feet; Thence N 38°49′31″ W, continuing along said easterly right of way, a distance of 192.63 feet to a point; Thence N 43°33′31″ E, through said 241.695 acre tract and that 41.463 acre tract to Columbus Regional Airport Authority, a distance of 3153.57 feet to a point of curvature; Thence along an arc of a curve to the left, through said 41.463 acre tract and E:\FR\FM\09MYN1.SGM 09MYN1 mstockstill on PROD1PC68 with NOTICES 27022 Federal Register / Vol. 71, No. 89 / Tuesday, May 9, 2006 / Notices said 241.695 acre tract, having a radius of 789.44 feet, a central angle of 74°04′38″, an arc distance of 1020.66 feet to a point, said point being subtended by a chord bearing of N 06°29′51″ E, a chord distance of 951.04 feet; Thence N 30°31′07″ W, continuing through said 241.695 acre tract, a distance of 864.22 feet to a point of curvature; Thence along an arc of a curve to the right, through said 241.695 acre tract and said 295.137 acre tract, having a radius of 786.20 feet, a central angle of 76°06′34″, an arc distance of 1044.35 feet to a point, said point being subtended by a chord bearing of N 07°32′10″ E, a chord distance of 969.25 feet; Thence N 45°35′27″ E, continuing through said 295.137 acre tract, a distance of 2212.72 feet to a point of curvature; Thence along an arc of a curve to the right, continuing through said 295.137 acre tract, having a radius of 1979.86 feet, a central angle of 11°24′43″, an arc distance of 394.34 feet to a point in the westerly line of that 1.433 acre tract as described to South Central Power Company of record in Official Record 34399, Page E11, said point being subtended by a chord bearing of N 51°17′48″ E, a chord distance of 393.69 feet; Thence S 04°16′55″ W, along the westerly line of said 1.433 acre tract, a distance of 43.85 feet to a point being the southwesterly corner of said 1.433 acre tract; Thence S 86°06′35″ E, along the southerly line of said 1.433 acre tract, a distance of 210.16 feet to a point being the southeasterly line of said 1.433 acre tract; Thence N 04°16′55″ E, along the easterly line of said 1.433 acre tract, a distance of 280.50 feet to a point being the northeasterly corner of said 1.433 tract; Thence S 86°06′35″ W, along the northerly line of said 1.433 acre tract, a distance of 71.05 feet to a point being a northerly corner of said 1.433 acre tract; Thence N 04°16′55″ E, along the easterly line of said 1.433 acre tract, a distance of 25.00 feet to a point being the northerly corner of said 1.433 tract; Thence N 86°06′35″ W, along the northerly line of said 1.433 acre tract, a distance of 139.11 feet to a point being a northwesterly corner of said 1.433 acre tract; Thence N 03°53′24″ E, leaving said 1.433 acre tract, through said 295.137 acre tract, a distance of 18.20 feet to a point; VerDate Aug<31>2005 15:42 May 08, 2006 Jkt 208001 Thence S 86°06′35″ E, continuing through said 295.137 acre tract, a distance of 435.21 feet to a point; Thence S 03°45′18″ W, continuing through said 295.137 acre tract, a distance of 31.60 feet to a point of curvature; Thence along a non-tangent curve to the right, continuing through said 295.137 acre tract, having a radius of 1979.86 feet, a central angle of 22°14′57″, an arc distance of 768.82 feet to a point in the southerly line of said 4.474 acre tract, said point being subtended by chord bearing N 82°42′47″ E, a chord distance of 764.00 feet; Thence S 86°09′45″ E, along the southerly line of said 4.474 acre tract and the northerly line of said 0.371 acre tract, a distance of 301.01 feet to the Point of Beginning and containing 70.643 acres, more or less; The basis of bearings are based on the grid bearing of S 86°13′48″ E, between Franklin County Survey Control Monument Numbers 9958 and 9962. Issued in Romulus, Michigan on April 24, 2006. Irene Porter, Manager, Detroit Airports District Office FAA, Great Lakes Region. [FR Doc. 06–4329 Filed 5–8–06; 8:45 am] BILLING CODE 4910–13–M DEPARTMENT OF TRANSPORTATION Federal Aviation Administration Portland International Jetport, Portland, ME; FAA Approval of Noise Compatibility Program Federal Aviation Administration, DOT. ACTION: Notice. AGENCY: SUMMARY: The Federal Aviation Administration (FAA) announces its findings on the noise compatibility program submitted by the City of Portland under the provisions of Title I of the Aviation Safety and Noise Abatement Act of 1979 (Pub. L. 96–193) and 14 CFR part 150. These findings are made in recognition of the description of federal and non-federal responsibilities in Senate Report No. 96–51 (1980). On September 9, 2005, the FAA determined that the noise exposure maps submitted by the City of Portland under part 150 were in compliance with applicable requirements. On March 8, 2006, the Acting Associate Administrator approved the Portland International Jetport noise compatibility program. All 13 of the proposed program elements were approved. PO 00000 Frm 00103 Fmt 4703 Sfmt 4703 EFFECTIVE DATE: The effective date of the FAA’s approval of the Portland International Jetport noise compatibility program is March 8, 2006. FOR FURTHER INFORMATION CONTACT: John C. Silva, Federal Aviation Administration, New England Region, Airports Division, 12 New England Executive Park, Burlington, Massachusetts 01803. Telephone (617) 238–7602. Documents reflecting this FAA action may be obtained from the same individual. This notice announces that the FAA has given its overall approval to the Portland International Jetport noise compatibility program, effective March 8, 2006. Under section 104(a) of the Aviation Safety and Noise Abatement Act of 1979 (hereinafter the Act), as airport operator who has previously submitted a noise exposure map may submit to the FAA a noise compatibility program which sets forth the measures taken or proposed by the airport operator for the reduction of existing non-compatible land uses and prevention of additional non-compatible land uses within the area covered by the noise exposure maps. The Act requires such programs to be developed in consultation with interested and affected parties including local communities, government agencies, airport users, and FAA personnel. Each airport noise compatibility program developed in accordance with Federal Aviation Regulation (FAR), part 150 is a local program, not a Federal program. The FAA does not substitute its judgment for that of the airport proprietor with respect to which measures should be recommended for action. The FAA’s approval or disapproval of FAR part 150 program recommendations is measured according to the standards expressed in part 150 and the Act, and is limited to the following determinations: (a) The noise compatibility program was developed in accordance with the provisions and procedures of FAR part 150; (b) Program measures are reasonably consistent with achieving the goals of reducing existing non-compatible land uses around the airport and preventing the introduction of additional noncompatible land uses; (c) Program measures would not create an undue burden on interstate or foreign commerce, unjustly discriminate against types or classes of aeronautical uses, violate the terms of airport SUPPLEMENTARY INFORMATION: E:\FR\FM\09MYN1.SGM 09MYN1

Agencies

[Federal Register Volume 71, Number 89 (Tuesday, May 9, 2006)]
[Notices]
[Pages 27021-27022]
From the Federal Register Online via the Government Printing Office [www.gpo.gov]
[FR Doc No: 06-4329]



[[Page 27021]]

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DEPARTMENT OF TRANSPORTATION

Federal Aviation Administration


Public Notice for Waiver of Aeronautical Land-Use Assurance; 
Rickenbacker International Airport, Columbus, 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 designated aeronautical use 
to non-aeronautical use and authorize the release of approximately 
70.463 acres of airport property. Approximately 69.903 acres of the 
property will be used as dedicated road right-of-way associated with 
Phase 1B of the Alum Creek Drive Extension to Franklin County for 
public transportation purposes. The remaining 0.56 acres of land will 
be used for land exchange with South Central Power Company. A small 
portion of the land is currently developed with existing roadways and 
four existing structures that formerly supported military base 
activities. The parcel was acquired by the Rickenbacker Port Authority 
through three agreements (Quitclaim Deeds) dated March 30, 1984, 
September 22, 2003 and May 16, 2005 from the United States of America. 
There are no impacts to the airport by allowing the airport to dispose 
of the property. The roadways currently support civilian airport 
activities. The present condition of the existing roadway pavements 
varies from poor to excellent. The present condition of the four 
existing structures are: Building 904--Sanitary sewer lift station for 
military cantonment area is currently in use, is in fair condition and 
will remain in use; Building 905 (Warehouse/Tank Control)--not in use, 
to be demolished; Building 906 (Warehouse Tank port)--Not in use, to be 
demolished; Building 812 (Former Base Exchange)--Not in use, to be 
demolished. 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. 
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 June 8, 2006.

FOR FURTHER INFORMATION CONTACT: Mary W. Jagiello, Program Manager, 
Federal Aviation Administration, Great Lakes Region, Detroit Airports 
District Office, DET ADO-608, 11677 South Wayne Road, Suite 107, 
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 Rickenbacker International Airport, Columbus, 
Ohio.

SUPPLEMENTARY INFORMATION: Following is a legal description of the 
property located in Hamilton Township, Franklin County, Ohio, and 
described as follows:
    Beginning at the northwesterly corner of dedicated right of way of 
Curtis Lemay Avenue (Port Road) as delineated on the Plat ``Dedication 
of Curtis Lemay Avenue and Alum Creek Drive'' of record in Plat Book 
76, Page 46, being the northeasterly corner of said 0.371 acre tract;
    Thence S 03[deg]42[min]59[sec] W, along the westerly terminus line 
of said Curtis Lemay Avenue (Port Road) Dedication, an easterly line of 
said 0.371 acre tract and said 295.137 acre tract, a distance of 175.31 
feet to the southwesterly corner of said Curtis Lemay Avenue (Port 
Road) Dedication;
    Thence N 86[deg]09[min]45[sec] W, through said 295.137 acre tract, 
a distance of 337.62 feet to a point of curvature;
    Thence along the arc of a curve to the left continuing through said 
295.137 acre tract, having a radius of 1829.31 feet, a central angle of 
30[deg]47[min]44[sec], an arc distance of 983.22 feet to a point, said 
arc being subtended by chord bearing S 78[deg]26[min]23[sec] W, a chord 
distance of 971.43 feet;
    Thence S 04[deg]16[min]55[sec] W, continuing through said 295.137 
acre tract, a distance of 10.00 feet to a point;
    Thence N 86[deg]06[min]35[sec] W, continuing through said 295.137 
acre tract, a distance of 16.48 feet to a point of curvature;
    Thence along the arc of a non-tangent curve to the left, continuing 
through said 295.137 acre tract, having a radius of 1829.31 feet, a 
central angle of 16[deg]50[min]44[sec], an arc distance of 537.84 feet 
to a point, said arc being subtended by chord bearing S 
54[deg]00[min]49[sec] W, a chord distance of 535.91 feet to a point at 
a northwesterly corner of that 18.320 acre tract as described in a deed 
to Rickenbacker Port Authority of record in Instrument Number 
200204090089210;
    Thence S 45[deg]35[min]27[sec] W, along the westerly line of said 
18.320 acre tract and the westerly line of that 18.609 acre tract as 
described to Rickenbacker Port Authority of record in Instrument Number 
200204090089210, a distance of 2170.11 feet to a point being the 
southwesterly corner of said 18.609 acre tract;
    Thence S 30[deg]31'30'' E, along the southerly line of said 18.609 
acre tract, a distance of 703.25 feet to a point being the 
southeasterly corner of said 18.609 acre tract;
    Thence S 06[deg]04'34'' E, crossing said 295.137 acre tract, a 
distance of 148.97 feet to a point being the southwesterly corner a 
survey by HLG Engineering and Survey, Inc., of that 157.779 acre tract 
dated 01-15-98;
    Thence S 30[deg]31'14'' E, along the westerly line of said 157.779 
acre tract, a distance of 1185.58 feet to a point of curvature;
    Thence along an arc of a curve to the right, continuing along the 
westerly line of said 157.779 acre tract, having a radius of 330.00 
feet, a central angle of 76[deg]05'29'', an arc distance of 438.26 feet 
to a point, said arc being subtended by a chord bearing S 
07[deg]31'35'' W, a chord distance of 406.75 feet;
    Thence S 45[deg]34'19'' W, along the northwesterly line of said 
157.770 acre tract and the northwesterly line of a survey by HLG 
Engineering and Survey, Inc., of that 126.485 acre tract dated 05-31-04 
to the state of Ohio Adjutant General's Department, a distance of 
3521.48 feet to a point of curvature;
    Thence along an arc of a curve to the left, continuing along the 
northwesterly line of said 126.485 acre tract, having a radius of 
340.00 feet, a central angle of 90[deg]00'00'', an arc distance of 
534.07 feet to a point, said arc being subtended by a chord bearing S 
00[deg]34'19'' W, a chord distance of 480.83 feet;
    Thence S 44[deg]25'41'' E, along the westerly line of said 126.485 
acre tract, a distance of 2.47 feet to a point;
    Thence S 45[deg]34'38'' W, crossing said 295.137 acre tract, a 
distance of 218.04 feet to a point of curvature in the easterly 
railroad right of way of Norfolk Western Railway Company;
    Thence along an arc of a non-tangent curve to the left, along said 
easterly railroad right of way, having a radius of 1938.85 feet, a 
central angle of 10[deg]24'52'', an arc distance of 352.42 feet to a 
point, said point being subtended by a chord bearing N 33[deg]37'05'' 
W, a chord distance of 351.93 feet;
    Thence N 38[deg]49'31'' W, continuing along said easterly right of 
way, a distance of 192.63 feet to a point;
    Thence N 43[deg]33'31'' E, through said 241.695 acre tract and that 
41.463 acre tract to Columbus Regional Airport Authority, a distance of 
3153.57 feet to a point of curvature;
    Thence along an arc of a curve to the left, through said 41.463 
acre tract and

[[Page 27022]]

said 241.695 acre tract, having a radius of 789.44 feet, a central 
angle of 74[deg]04'38'', an arc distance of 1020.66 feet to a point, 
said point being subtended by a chord bearing of N 06[deg]29'51'' E, a 
chord distance of 951.04 feet;
    Thence N 30[deg]31'07'' W, continuing through said 241.695 acre 
tract, a distance of 864.22 feet to a point of curvature;
    Thence along an arc of a curve to the right, through said 241.695 
acre tract and said 295.137 acre tract, having a radius of 786.20 feet, 
a central angle of 76[deg]06'34'', an arc distance of 1044.35 feet to a 
point, said point being subtended by a chord bearing of N 
07[deg]32'10'' E, a chord distance of 969.25 feet;
    Thence N 45[deg]35'27'' E, continuing through said 295.137 acre 
tract, a distance of 2212.72 feet to a point of curvature;
    Thence along an arc of a curve to the right, continuing through 
said 295.137 acre tract, having a radius of 1979.86 feet, a central 
angle of 11[deg]24'43'', an arc distance of 394.34 feet to a point in 
the westerly line of that 1.433 acre tract as described to South 
Central Power Company of record in Official Record 34399, Page E11, 
said point being subtended by a chord bearing of N 51[deg]17'48'' E, a 
chord distance of 393.69 feet;
    Thence S 04[deg]16'55'' W, along the westerly line of said 1.433 
acre tract, a distance of 43.85 feet to a point being the southwesterly 
corner of said 1.433 acre tract;
    Thence S 86[deg]06'35'' E, along the southerly line of said 1.433 
acre tract, a distance of 210.16 feet to a point being the 
southeasterly line of said 1.433 acre tract;
    Thence N 04[deg]16'55'' E, along the easterly line of said 1.433 
acre tract, a distance of 280.50 feet to a point being the 
northeasterly corner of said 1.433 tract;
    Thence S 86[deg]06'35'' W, along the northerly line of said 1.433 
acre tract, a distance of 71.05 feet to a point being a northerly 
corner of said 1.433 acre tract;
    Thence N 04[deg]16'55'' E, along the easterly line of said 1.433 
acre tract, a distance of 25.00 feet to a point being the northerly 
corner of said 1.433 tract;
    Thence N 86[deg]06'35'' W, along the northerly line of said 1.433 
acre tract, a distance of 139.11 feet to a point being a northwesterly 
corner of said 1.433 acre tract;
    Thence N 03[deg]53'24'' E, leaving said 1.433 acre tract, through 
said 295.137 acre tract, a distance of 18.20 feet to a point;
    Thence S 86[deg]06'35'' E, continuing through said 295.137 acre 
tract, a distance of 435.21 feet to a point;
    Thence S 03[deg]45'18'' W, continuing through said 295.137 acre 
tract, a distance of 31.60 feet to a point of curvature;
    Thence along a non-tangent curve to the right, continuing through 
said 295.137 acre tract, having a radius of 1979.86 feet, a central 
angle of 22[deg]14'57'', an arc distance of 768.82 feet to a point in 
the southerly line of said 4.474 acre tract, said point being subtended 
by chord bearing N 82[deg]42'47'' E, a chord distance of 764.00 feet;
    Thence S 86[deg]09'45'' E, along the southerly line of said 4.474 
acre tract and the northerly line of said 0.371 acre tract, a distance 
of 301.01 feet to the Point of Beginning and containing 70.643 acres, 
more or less;
    The basis of bearings are based on the grid bearing of S 
86[deg]13'48'' E, between Franklin County Survey Control Monument 
Numbers 9958 and 9962.

    Issued in Romulus, Michigan on April 24, 2006.
Irene Porter,
Manager, Detroit Airports District Office FAA, Great Lakes Region.
[FR Doc. 06-4329 Filed 5-8-06; 8:45 am]
BILLING CODE 4910-13-M
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