[...]
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.
[...]
