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The strips, shown on Toronto/Lester B. Pearson International Airport Zoning Plan No. 21-005 94-138, Sheets 21, 22, 31, 32, 41 and 42, dated July 31, 1995, are described as follows:

• (a) the strip associated with runway 06R-24L is 300 m in width, 150 m being on each side of the centre line of the runway, and 2 864 m in length;

• (b) the strip associated with runway 06L-24R is 300 m in width, 150 m being on each side of the centre line of the runway, and 3 015.67 m in length;

• (c) the strip associated with runway 15R-33L is 300 m in width, 150 m being on each side of the centre line of the runway, and 2 890 m in length;

• (d) the strip associated with runway 15L-33R is 300 m in width, 150 m being on each side of the centre line of the runway, and 3 489.57 m in length;

• (e) the strip associated with runway 05L-23R is 300 m in width, 150 m being on each side of the centre line of the runway, and 3 320.37 m in length; and

• (f) the strip associated with runway 05R-23L is 300 m in width, 150 m being on each side of the centre line of the runway, and 2 838.52 m in length.

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Each strip, shown on Department of Public Works Trenton Airport Zoning Plan No. 12-011 84-33, dated May 5, 1988 is described as follows:

• (a) the strip associated with runway 06-24 is 300 m in width, 150 m being on each side of the centre line of the runway, and 3 063.5 m in length; and

• (b) the strip associated with runway 13-31 is 150 m in width, 75 m being on each side of the centre line of the runway, and 1 052.3 m in length.

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The approach surfaces, shown on Department of Public Works Trenton Airport Zoning Plan No. 12-011 84-33, dated May 5, 1988, are imaginary surfaces that abut each end of the strips associated with runways 06-24 and 13-31 and that are more particularly described as follows:

• (a) a surface that abuts the end of the strip associated with runway 06 and consists of an inclined plane having a ratio of 1 m measured vertically to 60 m measured horizontally rising to an intersection with the outer surface; thence the approach surface slopes upward at a ratio of 1 m measured vertically to 50 m measured horizontally and rises to an imaginary horizontal line drawn at right angles to the projected centre line of the strip and at a distance of 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; the imaginary horizontal line being 291 m measured vertically above the assigned elevation at the end of the strip;

• (b) a surface that abuts the end of the strip associated with runway 24 and consists of an inclined plane having a ratio of 1 m measured vertically to 60 m measured horizontally rising to an intersection with the outer surface; thence the approach surface slopes upward at a ratio of 1 m measured vertically to 50 m measured horizontally rising to an imaginary horizontal line drawn at right angles to the projected centre line of the strip and at a distance of 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; the imaginary horizontal line being 291.4 m measured vertically above the assigned elevation at the end of the strip;

• (c) a surface that abuts the end of the strip associated with runway 13 and consists 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 at a distance of 1 800 m measured horizontally from the end of the strip; the outer ends of the imaginary horizontal line being 345 m from the projected centre line; the imaginary horizontal line being 45 m measured vertically above the assigned elevation at the end of the strip; and

• (d) a surface that abuts the end of the strip associated with runway 31 and consists 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 at a distance of 1 880 m measured horizontally from the end of the strip; the outer ends of the imaginary horizontal line being 357 m from the projected centre line; the imaginary horizontal line being 47 m measured vertically above the assigned elevation at the end of the strip.

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ALL AND SINGULAR those certain parcels or tracts of land situate, lying and being in the City of Trenton and the Township of Sidney, both in the County of Hastings, and the Township of Murray in the County of Northumberland, and the Township of Ameliasburgh in the County of Prince Edward:

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thence easterly along the southern limit of County Road No. 22 to the intersection with the northwestern limit of the approach surface that abuts the end of the strip associated with runway 24;

thence south 43°54′29″ west along the northwestern limit of that approach surface to the intersection with a line drawn perpendicular to the centre line of runway 24 and at a distance of 3 700 m along the projection of the centre line from the northeasterly end of the strip associated with runway 24;

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thence on a bearing of north 46°05′31″ west to the intersection with the southeastern limit of the approach surface that abuts the end of the strip associated with runway 06, the said intersection also being the intersection of the southeastern limit of that approach surface with a line drawn perpendicular to the centre line of runway 06 and at a distance of 3 700 m along the projection of the centre line from the southwesterly end of the strip associated with runway 06;

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ALL AND SINGULAR those certain parcels or tracts of land situate, lying and being in the City of Belleville, the City of Trenton, the Township of Sidney, and the Township of Thurlow, all in the County of Hastings, and the Township of Murray and the Township of Brighton, both in the County of Northumberland, and the Township of Ameliasburgh in the County of Prince Edward:

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thence easterly along the southern boundary of that road allowance across part of Lot 26 and Lots 27, 28, 29 and part of Lot 30, Concession 2, to the intersection with the northwestern limit of the approach surface that abuts the end of the strip associated with runway 24;

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thence northerly along that southwestern boundary through Lots 9, 10, 11 and 12, Carrying Place, Township of Murray, to its intersection with the southeastern boundary of the approach surface that abuts the end of the strip associated with runway 06;

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ALL AND SINGULAR that certain parcel or tract of land situate, lying and being in the Township of Sidney, in the County of Hastings, more particularly described as follows:

Commencing at the intersection of the runway centreline with the northeast end of the strip associated with runway 06-24, as shown on Department of Public Works Trenton Airport Zoning Plan No. 12-011 84-33, dated May 5, 1988;

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ALL AND SINGULAR that certain parcel or tract of land situate, lying and being in the City of Trenton and the Township of Sidney, in the County of Hastings, more particularly described as follows:

Commencing at the intersection of the runway centreline with the southwest end of the strip associated with runway 06-24, as shown on Department of Public Works Trenton Airport Zoning Plan No. 12-011 84-33, dated May 5, 1988;

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Each strip is described as follows:

• (a) the strip associated with runway 13-31 is 300 m in width, 150 m being on each side of the centre line of the runway, and 2 554.7 m in length;

• (b) the strip associated with runway 08-26 is 300 m in width, 150 m being on each side of the centre line of the runway, and 2 552.4 m in length; and

• (c) the strip associated with runway 01-19 is 150 m in width, 75 m being on each side of the centre line of the runway, and 1 330.7 m in length,

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The approach surfaces, shown on Public Works Canada Greenwood Airport Zoning Plan No. S-1750, dated November 15, 1988, are imaginary surfaces that abut each end of the strips associated with runways 08-26, 13-31, and 01-19, and that are more particularly described as follows:

• (a) a surface that abuts the end of the strip associated with runway 13 and consists of an inclined plane having a ratio of 1 m measured vertically to 60 m measured horizontally rising to an intersection with the outer surface; thence the approach surface slopes upward at a ratio of 1 m measured vertically to 50 m measured horizontally rising to an imaginary horizontal line drawn at right angles to the projected centre line of the strip and at a distance of 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, the imaginary horizontal line being 291 m measured vertically above the assigned elevation at the end of the strip;

• (b) a surface that abuts the end of the strip associated with runway 31 and consists of an inclined plane having a ratio of 1 m measured vertically to 60 m measured horizontally rising to an intersection with the outer surface; thence the approach surface slopes upward at a ratio of 1 m measured vertically to 50 m measured horizontally rising to an imaginary horizontal line drawn at right angles to the projected centre line of the strip and at a distance of 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, the imaginary horizontal line being 291.6 m measured vertically above the assigned elevation at the end of the strip;

• (c) a surface that abuts the end of the strip associated with runway 08 and consists of an inclined plane having a ratio of 1 m measured vertically to 60 m measured horizontally rising to an intersection with the outer surface; thence the approach surface slopes upward at a ratio of 1 m measured vertically to 50 m measured horizontally rising to an imaginary horizontal line drawn at right angles to the projected centre line of the strip and at a distance of 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, the imaginary horizontal line being 291.2 m measured vertically above the assigned elevation at the end of the strip;

• (d) a surface that abuts the end of the strip associated with runway 26 and consists of an inclined plane having a ratio of 1 m measured vertically to 60 m measured horizontally rising to an intersection with the outer surface; thence the approach surface slopes upward at a ratio of 1 m measured vertically to 50 m measured horizontally rising to an imaginary horizontal line drawn at right angles to the projected centre line of the strip and at a distance of 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, the imaginary horizontal line being 291.2 m measured vertically above the assigned elevation at the end of the strip;

• (e) a surface that abuts the end of the strip associated with runway 01 and consists 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 at a distance of 3 000 m measured horizontally from the end of the strip, the outer ends of the imaginary horizontal line being 525 m from the projected centre line, the imaginary horizontal line being 75 m measured vertically above the assigned elevation at the end of the strip; and

• (f) a surface that abuts the end of the strip associated with runway 19 and consists 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 at a distance of 3 000 m measured horizontally from the end of the strip, the outer ends of the imaginary horizontal line being 525 m from the projected centre line, the imaginary horizontal line being 75 m measured vertically above the assigned elevation at the end of the strip.

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Commencing at the point of intersection of the northerly limit of the approach surface to runway 13, and the arc of a circle having a radius of 8 000 m, with the centre of the circle being defined by Nova Scotia Grid Co-ordinates having a Northing of 4 982 679.13 m and an Easting of 5 467 027.89 m;

thence following the arc to the right a distance of 17 058.60 m to a point of intersection with the northerly limit of the approach surface that abuts the end of the strip associated with runway 26;

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thence following the arc to the right a distance of 4 075.05 m to a point of intersection with the northerly limit of the approach surface that abuts the end of the strip associated with runway 31;

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thence following the arc to the right a distance of 17 107.77 m to a point of intersection with the southerly limit of the approach surface that abuts the end of the strip associated with runway 08;

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thence following the arc to the right a distance of 2 823.79 m to a point of intersection with the southerly limit of the approach surface that abuts the end of the strip associated with runway 13;

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Each strip is described as follows:

• (a) the strip associated with runway 11-29 is 300 m in width, 150 m being on each side of the centre line of the runway, and 3 286.863 m in length, and

• (b) the strip associated with runway 18-36 is 300 m in width, 150 m being on each side of the centre line of the runway, and 1 956.965 m in length,

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The approach surfaces, shown on Department of Public Works Bagotville Airport Zoning Plan No. MM-88-6775, dated January 4, 1988, are imaginary surfaces that abut each end of the strips associated with runways 18-36 and 11-29 and that are more particularly described as follows:

• (a) a surface that abuts the end of the strip associated with runway 18 and consists of an inclined plane having a ratio of 1 m measured vertically to 60 m measured horizontally rising to an intersection with the outer surface; thence the approach surface slopes upward at a ratio of 1 m measured vertically to 50 m measured horizontally and rises to an imaginary horizontal line drawn at right angles to the projected centre line of the strip and at a distance of 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; the imaginary horizontal line being 291 m measured vertically above the elevation of the airport zoning reference point;

• (b) a surface that abuts the end of the strip associated with runway 36 and consists of an inclined plane having a ratio of 1 m measured vertically to 60 m measured horizontally rising to an intersection with the outer surface; thence the approach surface slopes upward at a ratio of 1 m measured vertically to 50 m measured horizontally rising to an imaginary horizontal line drawn at right angles to the projected centre line of the strip and at a distance of 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; the imaginary horizontal line being 294.6 m measured vertically above the elevation of the airport zoning reference point;

• (c) a surface that abuts the end of the strip associated with runway 11 and consists of an inclined plane having a ratio of 1 m measured vertically to 60 m measured horizontally rising to an intersection with the outer surface; thence the approach surface slopes upward at a ratio of 1 m measured vertically to 50 m measured horizontally rising to an imaginary horizontal line drawn at right angles to the projected centre line of the strip and at a distance of 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; the imaginary horizontal line being 293.4 m measured vertically above the elevation of the airport zoning reference point; and

• (d) a surface that abuts the end of the strip associated with runway 31 and consists of an inclined plane having a ratio of 1 m measured vertically to 60 m measured horizontally rising to an intersection with the outer surface; thence the approach surface slopes upward at a ratio of 1 m measured vertically to 50 m measured horizontally rising to an imaginary horizontal line drawn at right angles to the projected centre line of the strip and at a distance of 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; the imaginary horizontal line being 291 m measured vertically above the elevation of the airport zoning reference point.

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thence, in a northeasterly direction, following an arc of a circle having a radius of 8 000 m, the centre of which is the intersection of the centre lines of runways 11-29 and 18-36, to its intersection with the southwesterly limit of the approach surface of the strip associated with runway 18;

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thence, following the northwesterly limit of that approach surface, being a line perpendicular to the centre line of runway 18 and situated at a distance of 15 000 m from northerly end of the strip associated with runway 18, in a northeasterly direction to a point, the coordinates of which are N 5 370 515.810 m and E 265 920.327 m, and being situated at the north-east angle of that approach surface;

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thence, following that arc of circle in a southeasterly direction, to its intersection with the northerly limit of the approach surface that abuts the strip associated with runway 29;

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thence, following that limit, being a line perpendicular to the centre line of runway 29 and situated at a distance of 15 000 m from the easterly end of the strip associated with runway 29, in a southerly direction to a point, the coordinates of which are N 5 351 870.113 m and E 284 549.787 m, and being situated at the south-east angle of that approach surface;

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thence, following that arc of circle in a southwesterly direction to its intersection with the northeasterly limit of the approach surface that abuts the strip associated with runway 36;

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thence, following the southeasterly limit of that approach surface, being a line perpendicular to the centre line of runway 36 and situated at a distance of 15 000 m from the southerly end of the strip associated with runway 36, in a southwesterly direction to a point, the coordinates of which are N 5 338 549.374 m and E 270 656.845 m, and being situated at the southwesterly angle of that approach surface;

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thence, following that arc of circle, in a northwesterly direction to its intersection with the southerly limit of the approach surface of the strip associated with runway 11;

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thence, following the westerly limit of that approach surface, being a line perpendicular to the centre line of runway 11 and situated at a distance of 15 000 m from the westerly end of the strip associated with runway 11, in a northerly direction to a point, the coordinates of which are N 5 357 535.599 m and E 251 399.259 m, and being situated at the northwesterly angle of that approach surface;

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The airport reference point, shown on Port Hardy Airport Zoning Plan No. (Z) B.C. 2033-1 dated February 23, 1987, is a point distant 154.0 m measured southwesterly at right angles to the centre line of runway 11-29 from a point thereon distant 825.0 m measured southeasterly along the centre line from the end of the strip associated with runway approach 11, which distances are ground level distances.

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The approach surfaces, shown on Port Hardy Airport Zoning Plan No. (Z) B.C. 2033-1 dated February 23, 1987, are surfaces abutting each end of the strips associated with the runways designated 07-25, 11-29 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 25 m measured horizontally rising to an imaginary horizontal line drawn at right angles to the projected centre line of the strip and distant 2 530 m measured horizontally from the end of the strip; the outer ends of the imaginary horizontal line being 283 m from the projected centre line; said imaginary horizontal line being 101.2 m 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 25 m measured horizontally rising to an imaginary horizontal line drawn at right angles to the projected centre line of the strip and distant 2 530 m measured horizontally from the end of the strip, the outer ends of the imaginary horizontal line being 283 m from the projected centre line; said imaginary horizontal line being 101.2 m above the elevation at the end of the strip;

• (c) a surface abutting the end of the strip associated with runway approach 11 consisting of an inclined plane having a ratio of 1 m measured vertically to 50 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 300 m above the elevation at the end of the strip;

• (d) a surface abutting the end of the strip associated with runway approach 29 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 3 000 m measured horizontally from the end of the strip, the outer ends of the imaginary horizontal line being 450 m from the projected centre line; said imaginary horizontal line being 75 m above the elevation at the end of the strip;

• (e) 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 25 m measured horizontally rising to an imaginary horizontal line drawn at right angles to the projected centre line of the strip and distant 2 080 m measured horizontally from the end of the strip, the outer ends of the imaginary horizontal line being 283 m from the projected centre line; said imaginary horizontal line being 83.2 m above the end of the strip; and

• (f) 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 25 m measured horizontally rising to an imaginary horizontal line drawn at right angles to the projected centre line of the strip and distant 2 080 m measured horizontally from the end of the strip, the outer ends of the imaginary horizontal line being 283 m from the projected centre line; said imaginary horizontal line being 83.2 m above the end of the strip.

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The strips, shown on Port Hardy Airport Zoning Plan No. (Z) B.C. 2033-1 dated February 23, 1987 are described as follows:

• (a) the strip associated with runway 07-25 is 60 m in width, 30 m being on each side of the centre line of the runway, and 1 339.2 m in length;

• (b) the strip associated with runway 11-29 is 300 m in width, 150 m being on each side of the centre line of the runway, and 1 644 m in length; and

• (c) the strip associated with runway 16-34 is 150 m in width, 75 m being on each side of the centre line of the runway, and 2 239.2 m in length.

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