Earlton Airport Zoning Regulations (SOR/84-972)

PART IDescription of Airport Reference Point

The airport reference point, shown on Earlton Airport Zoning Plan No. 54-090-83-158 Sheet 5, dated June 26, 1984, is a point distant 75 m measured northwesterly at right angles to the centre line of runway 07-25 from a point distant 915 m measured northeasterly along the said centre line from the southwesterly end of said runway.

PART IIDescription of Each Approach Surface

The approach surfaces, shown on Earlton Airport Zoning Plan No. 54-090-83-158, Sheets 1 to 13, dated June 26, 1984, are surfaces abutting each end of the strips associated with the runways designated 07-25 and 16-34 and are described as follows:

• (a) a surface abutting the end of the strip associated with runway approach 07 consisting of an inclined plane having a ratio of 1 m measured vertically to 60 m measured horizontally rising to an imaginary horizontal line drawn at right angles to the projected centre line of the strip and distant 15 000 m measured horizontally from the end of the strip; the outer ends of the imaginary horizontal line being 2 400 m from the projected centre line; said imaginary horizontal line being 250 m measured vertically above the elevation at the end of the strip;

• (b) a surface abutting the end of the strip associated with runway approach 25 consisting of an inclined plane having a ratio of 1 m measured vertically to 60 m measured horizontally rising to an imaginary horizontal line drawn at right angles to the projected centre line of the strip and distant 15 000 m measured horizontally from the end of the strip; the outer ends of the imaginary horizontal line being 2 400 m from the projected centre line; said imaginary horizontal line being 250 m measured vertically above the elevation at the end of the strip;

• (c) a surface abutting the end of the strip associated with runway approach 16 consisting of an inclined plane having a ratio of 1 m measured vertically to 40 m measured horizontally rising to an imaginary horizontal line drawn at right angles to the projected centre line of the strip and distant 2 500 m measured horizontally from the end of the strip; the outer ends of the imaginary horizontal line being 295 m from the projected centre line; said imaginary horizontal line being 62.5 m measured vertically above the elevation at the end of the strip; and

• (d) a surface abutting the end of the strip associated with runway approach 34 consisting of an inclined plane having a ratio of 1 m measured vertically to 40 m measured horizontally rising to an imaginary horizontal line drawn at right angles to the projected centre line of the strip distant 2 500 m measured horizontally from the end of the strip, the outer ends of the imaginary horizontal line being 295 m from the projected centre line; said imaginary horizontal line being 62.5 m measured vertically above the elevation at the end of the strip.

PART IIIDescription of the Outer Surface

The outer surface, shown on Earlton Airport Zoning Plan No. 54-090-83-158, Sheets 1 to 9, dated June 26, 1984, is an imaginary surface located at a common plane established at a constant elevation of 45 m above the assigned elevation of the airport reference point except where that common plane is less than 9 m above the surface of the ground, in which case the imaginary surface is located at 9 m above the surface of the ground.

PART IVDescription of Each Strip

The strips, shown on Earlton Airport Zoning Plan No. 54-090-83-158, Sheet 5, dated June 26, 1984, are described as follows:

• (a) the strip associated with runway 07-25 is 300 m in width, 150 m being on each side of the centre line of the runway and 1 949 m in length;

• (b) the strip associated with runway 16-34 is 90 m in width, 45 m being on each side of the centre line of the runway and 1 040 m in length.

PART VDescription of Each Transitional Surface

Each transitional surface, shown on Earlton Airport Zoning Plan No. 54-090-83-158, Sheets 2, 4, 5, 6 and 8, dated June 26, 1984, is a surface consisting of an inclined plane rising at a ratio of 1 m measured vertically to 7 m measured horizontally at right angles to the centre line and centre line produced of each strip extending upward and outward from the lateral limits of each strip and its approach surfaces to an intersection with the outer surface or another transitional surface of an adjoining strip.

PART VIDescription of the Lands to Which These Regulations Apply

The boundary of the outer limits of lands, shown on Earlton Airport Zoning Plan No. 54-090-83-158, Sheets 1 to 13, dated June 26, 1984, is described as follows:

COMMENCING at the northwest corner of Lot 5, Concession 4 of the Township of Armstrong;

THENCE easterly along the line between Concessions 4 and 5 across Lot 5 to the northeast corner of Lot 5, Concession 4;

THENCE southerly along the line between Lots 4 and 5, Concession 4 to a point where the said line meets the northwesterly limit of approach surface (25);

THENCE along the northwesterly limit of approach surface (25) on an azimuth of 53°57′39″ to a point being the northeasterly corner of said approach surface, the co-ordinates of which are N 5,292,610.40 and E 599,549.26;

THENCE southeasterly along the eastern limit of approach surface (25) on an azimuth of 152°29′30″ to a point being the southwesterly corner of said approach surface, the co-ordinates of which are N 5,288,354.99 and E 601,765.28;

THENCE along the southeasterly limit of said approach surface on an azimuth of 251°01′21″ to its intersection with the line between Lots 3 and 4 in Concession 3;

THENCE southerly along the line between Lots 3 and 4 through Concessions 3, 2 and 1, to the southeast corner of the north half of Lot 4, Concession 1;

THENCE westerly along the south limit of the north half of Lot 4, Concession 1 to the southwest corner of the north half of Lot 4, Concession 1, Township of Armstrong;

THENCE southerly along the line between Lots 4 and 5 to the southeast corner of Lot 5, Concession 1;

THENCE westerly along the south limit of Lots 5 and 6, Concession 1, Township of Armstrong, being also the line between Armstrong and Kerns Townships, to the southwest corner of Lot 6, Concession 1, Township of Armstrong, being also the northwest corner of Lot 6, Concession 6, Township of Kerns;

THENCE southerly along the line between Lots 6 and 7, Concession 6, Township of Kerns, to the southeast corner of the north half of Lot 7, Concession 6, Township of Kerns;

THENCE westerly along the south limit of the north half of Lots 7, 8, 9, 10 and 11, Concession 6, to the southwest corner of the north half of Lot 11, Concession 6, Township of Kerns;

THENCE northerly along the line between Lots 11 and 12, Concession 6, Township of Kerns, to the northwest corner of Lot 11, Concession 6, Township of Kerns, being also on the line between the Township of Armstrong and Township of Kerns;

THENCE westerly along the north limit of Lot 12, Concession 6, Township of Kerns, being also the line between Armstrong and Kerns Townships, to the southwest corner of Lot 12, Concession 1, Township of Armstrong, being also the southeast corner of Lot 1, Concession 1, Township of Beauchamp;

THENCE northerly along the line between Beauchamp and Armstrong Townships, being also the east limit of Lot 1, Concession 1, Township of Beauchamp to the northeast corner of the south half of Lot 1, Concession 1, Township of Beauchamp;

THENCE westerly along the north limit of the south half of Lot 1, Concession 1, Township of Beauchamp, to a point where the said north limit meets the southeasterly limit of approach surface (07);

THENCE along the southeasterly limit of approach surface (07) on an azimuth of 233°57′39″ to a point being the southwesterly corner of said approach surface, the co-ordinates of which are N 5,273,601.21 and E 573,443.08;

THENCE northwesterly along the westerly limit of approach surface (07) on an azimuth of 332°29′30″ to a point being the northwesterly corner of said approach surface, the co-ordinates of which are N 5,277,856.63 and E 571,227.06;

THENCE along the northwesterly limit of said approach surface on an azimuth of 71°01′21″ to its intersection with the line between Lots 1 and 2 in Concession 2, Township of Beauchamp;

THENCE northerly along the line between Lots 1 and 2 across Concessions 2, 3 and 4, to the northwest corner of said south half of Lot 1, Concession 4, Township of Beauchamp;

THENCE easterly along the north limit of the south half of Lot 1, Concession 4, to the northeast corner of said south half of Lot 1, Concession 4, Township of Beauchamp;

THENCE northerly along the east limit of Lot 1, Concession 4, Township of Beauchamp, being also the west limit of Lot 12, Concession 4, Township of Armstrong, to the northwest corner of Lot 12, Concession 4, Township of Armstrong;

THENCE easterly along the line between Concessions 4 and 5 to the northeast corner of Lot 12, Concession 4, Township of Armstrong;

THENCE northerly along the line between Lots 11 and 12 to the northwest corner of the south half of Lot 11, Concession 5;

THENCE easterly along the north limit of the south halves of Lots 11, 10, 9, 8 and 7 to the northeast corner of the south half of Lot 7, Concession 5;

THENCE southerly along the line between Lots 6 and 7, Concession 5 to a point distant 600 m measured northerly along the line between Lots 6 and 7, Concession 5, from the southwest corner of Lot 6, Concession 5;

THENCE in an easterly direction and parallel with the south limit of Lot 6, Concession 5, to its intersection with the westerly boundary of the right-of-way of the Ontario Northland Railway;

THENCE southerly following said westerly boundary of right-of-way to its intersection with the south limit of Lot 6, Concession 5, being also the line between Concessions 4 and 5;

THENCE easterly following along the line between Concessions 4 and 5 to the Point of Commencement.