GreatNorthCollective/greatnorth-canada-federal-laws-text huggingface dataset:
Kelowna Airport Zoning Regulations — 5
5 No person shall erect or construct, on any land to which these Regulations apply, any building, structure or object or any addition to any existing building, structure or object, the highest point of which will exceed in elevation at the location of that point any of the surfaces hereinafter set out that project immediately over and above the surface of the land at that location, namely, (a) the approach surfaces; (b) the outer surface; or (c) the transitional surface.
Kelowna Airport Zoning Regulations — 6
6 Where an object of natural growth on any land to which these Regulations apply exceeds in elevation any of the surfaces referred to in section 5, the Minister may make a direction that the owner or occupier of the land on which that object is growing remove the excessive growth. SOR/81-173, s. 1
Kelowna Airport Zoning Regulations — Kelowna Airport Zoning Regulations
Being a point distant 250 feet measured westerly from and at right angles to the centre line of runway 15-33 from a point thereon distant 4,000 feet measured southerly along the said centre line from the northerly end of said runway.
Kelowna Airport Zoning Regulations — (a)
Being a surface abutting each end of the strip associated with runway designated as 15-33 and more particularly described as follows: (a) a surface abutting the end of the strip associated with runway approach 15 consisting of an inclined plane having a ratio of one (1) foot measured vertically to forty (40) feet measured horizontally rising to an intersection with the outer surface, THENCE said approach surface shall be horizontal and contiguous to said outer surface to an intersection with the northern extremity of said outer surface, THENCE said approach surface shall slope upward at the above specified slope of one (1) foot measured vertically to forty (40) feet measured horizontally rising to an imaginary horizontal line drawn at right angles to the projected centre line of the strip and distant ten thousand (10,000) feet measured horizontally from the end of the strip, the outer ends of the imaginary horizontal line being one thousand two hundred and fifty (1,250) feet from the projected centre line; said imaginary horizontal line being one hundred and sixty-six (166) feet, measured vertically, above the Airport Reference Point, and (b) a surface abutting the end of the strip associated with runway approach 33 consisting of an inclined plane having a ratio of one (1) foot measured vertically to forty (40) feet measured horizontally rising to an intersection with the outer surface, THENCE said approach surface shall be horizontal and contiguous to said outer surface to an intersection with the southern extremity of said outer surface, THENCE said approach surface shall slope upward at the above specified slope of one (1) foot measured vertically to forty (40) feet measured horizontally rising to an imaginary horizontal line drawn at right angles to the projected centre line of the strip and distant ten thousand (10,000) feet measured horizontally from the end of the strip, the outer ends of the imaginary horizontal line being one thousand two hundred and fifty (1,250) feet from the projected centre line; said imaginary horizontal line being one hundred and seventy-nine (179) feet, measured vertically, above the airport reference point, which approach surfaces are shown, outlined blue, on Department of Transport Plan No. B.C. 1205 A, B, C, dated March 7, 1977.
Kelowna Airport Zoning Regulations — (a)
(a) a surface abutting the end of the strip associated with runway approach 15 consisting of an inclined plane having a ratio of one (1) foot measured vertically to forty (40) feet measured horizontally rising to an intersection with the outer surface, THENCE said approach surface shall be horizontal and contiguous to said outer surface to an intersection with the northern extremity of said outer surface, THENCE said approach surface shall slope upward at the above specified slope of one (1) foot measured vertically to forty (40) feet measured horizontally rising to an imaginary horizontal line drawn at right angles to the projected centre line of the strip and distant ten thousand (10,000) feet measured horizontally from the end of the strip, the outer ends of the imaginary horizontal line being one thousand two hundred and fifty (1,250) feet from the projected centre line; said imaginary horizontal line being one hundred and sixty-six (166) feet, measured vertically, above the Airport Reference Point, and
Kelowna Airport Zoning Regulations — (b)
(b) a surface abutting the end of the strip associated with runway approach 33 consisting of an inclined plane having a ratio of one (1) foot measured vertically to forty (40) feet measured horizontally rising to an intersection with the outer surface, THENCE said approach surface shall be horizontal and contiguous to said outer surface to an intersection with the southern extremity of said outer surface, THENCE said approach surface shall slope upward at the above specified slope of one (1) foot measured vertically to forty (40) feet measured horizontally rising to an imaginary horizontal line drawn at right angles to the projected centre line of the strip and distant ten thousand (10,000) feet measured horizontally from the end of the strip, the outer ends of the imaginary horizontal line being one thousand two hundred and fifty (1,250) feet from the projected centre line; said imaginary horizontal line being one hundred and seventy-nine (179) feet, measured vertically, above the airport reference point,
Kelowna Airport Zoning Regulations — Kelowna Airport Zoning Regulations
which approach surfaces are shown, outlined blue, on Department of Transport Plan No. B.C. 1205 A, B, C, dated March 7, 1977.
Kelowna Airport Zoning Regulations — (a)
Being an imaginary surface consisting of (a) a common plane established at a constant elevation of one hundred and fifty (150) feet above the assigned elevation of the airport reference point, and (b) when the common plane described in paragraph (a) is less than thirty (30) feet above the surface of the ground, an imaginary surface located at thirty (30) feet above the surface of the ground, which outer surface is shown, outlined yellow, on Department of Transport Plan No. B.C. 1205 A, B, C, dated March 7, 1977.
Kelowna Airport Zoning Regulations — (a)
(a) a common plane established at a constant elevation of one hundred and fifty (150) feet above the assigned elevation of the airport reference point, and
Kelowna Airport Zoning Regulations — (b)
(b) when the common plane described in paragraph (a) is less than thirty (30) feet above the surface of the ground, an imaginary surface located at thirty (30) feet above the surface of the ground,
Kelowna Airport Zoning Regulations — Kelowna Airport Zoning Regulations
which outer surface is shown, outlined yellow, on Department of Transport Plan No. B.C. 1205 A, B, C, dated March 7, 1977.
Kelowna Airport Zoning Regulations — Kelowna Airport Zoning Regulations
The strip associated with runway 15-33 is five hundred (500) feet in width, two hundred and fifty (250) feet being on each side of the centre line of the runway, and eight thousand four hundred (8,400) feet in length, which strip is shown, outlined green, on Department of Transport Plan No. 1205 A, B, C, dated March 7, 1977.
Kelowna Airport Zoning Regulations — Kelowna Airport Zoning Regulations
Being a surface consisting of an inclined plane rising at a ratio of one (1) foot measured vertically to seven (7) feet measured horizontally at right angles to the centre line, and centre line produced, of the strip, extending upward and outward from the lateral limits of the strip and its approach surfaces to an elevation of one hundred and fifty (150) feet, measured vertically, above the assigned elevation of the airport reference point, which transitional surface is shown, outlined red, on Department of Transport Plan B.C. 1205 A, B, C, dated March 7, 1977.
Off Grades of Grain and Grades of Screenings Order — 2
2 (1) Grain of all kinds and varieties for which grades are established by the Canada Grain Act or the Canada Grain Regulations , but that cannot have any of those grades assigned to it unless it is treated or specially cleaned, shall be graded according to the specifications for the off grades of grain that are established under the grade names set out in this Part. (2) Grades established under this Part may be referred to as “Off Grades” or “Class III grades”. SOR/93-363, s. 2(F)
Off Grades of Grain and Grades of Screenings Order — 3
3 Grain that contains excessive moisture shall be graded according to the specifications for the grade that would be assigned to that grain if it did not contain excessive moisture, except that there shall be added to and made part of the grade name the word “Tough”, “Damp”, “Moist” or “Wet” according to the percentage of moisture set out in respect of that grain and word in (a) Schedule I, in the case of Canada grain grades; (b) Schedule II, in the case of Canada Western grain grades; and (c) Schedule III, in the case of Canada Eastern grain grades. SOR/80-513, s. 1; SOR/84-615, s. 1; SOR/93-363, s. 2(F)
Off Grades of Grain and Grades of Screenings Order — 10
10 Western grain that contains excessive stones or similar material, but not in excess of 2.5 per cent, shall be graded according to the specifications for the grade that would otherwise apply to it except that there shall be added to and made part of the grade name the words “Rejected — Account Stones”. SOR/93-363, s. 2(F)
Off Grades of Grain and Grades of Screenings Order — 14
14 Grain that contains stones in excess of 2.5 per cent or contains gravel, cinders or similar material that is normally contained in grain salvaged from a wreck in transit shall be graded “Sample Salvage”.
Off Grades of Grain and Grades of Screenings Order — 15
15 Grain that does not qualify for any other grade established by or under the Canada Grain Act shall be graded “Sample” and there shall be added to and made part of the grade name words to indicate the damage, condition or admixtures. SOR/84-615, s. 4; SOR/93-363, s. 2(F)
Off Grades of Grain and Grades of Screenings Order — 17
17 (1) A mixture of western wild oats and western cereal grain because of being so mixed shall, if it has the qualities set out in subsection (2), be graded “Mixed Feed Oats”. (2) Mixed Feed Oats shall (a) contain not less than 50 per cent wild oats; (b) contain not more than one per cent of material that passes through a 4½/64 inch round-hole sieve; and (c) contain in whole, broken, hulled or hulless form not more than (i) five per cent heated kernels, (ii) five per cent wild buckwheat, (iii) five per cent wheat heads, (iv) four per cent knuckles, straw and chaff, (v) five per cent in the aggregate of wild buckwheat, wheat heads, knuckles, straw and chaff, (vi) five per cent flaxseed, (vii) 0.1 per cent stones, or (viii) 0.25 per cent ergot.
Off Grades of Grain and Grades of Screenings Order — 18
18 (1) A mixture of western wild oats and other materials that does not qualify for the established grade Mixed Feed Oats because of being so mixed shall, if it has the qualities set out in subsection (2), be graded “No. 2 Mixed Feed Oats”. (2) No. 2 Mixed Feed Oats shall (a) contain not less than 50 per cent wild oats; (b) contain not more than one per cent of material that passes through a 4½/64 inch round-hole sieve; and (c) contain in whole, broken, hulled or hulless form not more than (i) 10 per cent heated kernels, (ii) five per cent wild buckwheat, (iii) 10 per cent in the aggregate of wheat heads, knuckles, straw and chaff, (iv) five per cent flaxseed, (v) 0.2 per cent stones, or (vi) 1/3 of one per cent ergot. SOR/93-363, s. 2(F); SOR/2013-146, s. 1
Off Grades of Grain and Grades of Screenings Order — 19
19 (1) A mixture of western grain that contains cereal grains and other materials, and that, because of being so mixed, does not qualify for any established grade or off grade shall, if it has the qualities set out in subsection (2), be graded “Sample Feed Grain”. (2) Sample Feed Grain shall (a) have as its predominating component any class of cereal grain in whole, broken, hulled or hulless form; (b) be practically free of all material that passes through a 4½/64 inch round-hole sieve; and (c) contain not more than (i) 50 per cent broken grain, (ii) 1/3 of one per cent ergot, (iii) five per cent heated kernels, (iv) 49 per cent wild oats, (v) three per cent large weed seeds, (vi) 10 per cent unthreshed wheat heads, (vii) four per cent knuckles and straw, (viii) 10 per cent in the aggregate of unthreshed wheat heads, large weed seeds, knuckles and straw, (ix) 50 per cent in the aggregate of wild oats, large weed seeds, unthreshed wheat heads, knuckles and straw, (x) 0.1 per cent stones, or (xi) five per cent flaxseed. SOR/93-363, s. 2(F)
Lakehead Airport Zoning Regulations — 1
1 These Regulations may be cited as the Lakehead Airport Zoning Regulations .
Lakehead Airport Zoning Regulations — 2
2 In these Regulations, airport means Lakehead Airport, Thunder Bay, in the Province of Ontario; ( aéroport ) airport reference point means the point described in Part I of the schedule; ( point de repère de l’aéroport ) approach surface means an imaginary inclined plane the lower end of which is a horizontal line at right angles to the centre line of a strip and passing through a point at the strip end on the centre line of the strip; ( surface d’approche ) horizontal surface means an imaginary horizontal plane centering on and located 150 feet above the assigned elevation of the airport reference point; ( surface horizontale ) Minister [Revoked, SOR/93-401, s. 2] strip means a rectangular portion of the landing area of the airport, 1,100 feet in width, including the runway, especially prepared for the take-off and landing of aircraft in a particular direction; ( bande ) transitional surface means an imaginary inclined plane extending upward and outward from the outer lateral limits of a strip and its approach surface to an intersection with the horizontal surface or other transitional surfaces. ( surface de transition ) SOR/93-401, s. 2
Lakehead Airport Zoning Regulations — Lakehead Airport Zoning Regulations
airport means Lakehead Airport, Thunder Bay, in the Province of Ontario; ( aéroport )
Lakehead Airport Zoning Regulations — Lakehead Airport Zoning Regulations
airport reference point means the point described in Part I of the schedule; ( point de repère de l’aéroport )
Lakehead Airport Zoning Regulations — Lakehead Airport Zoning Regulations
approach surface means an imaginary inclined plane the lower end of which is a horizontal line at right angles to the centre line of a strip and passing through a point at the strip end on the centre line of the strip; ( surface d’approche )
Lakehead Airport Zoning Regulations — Lakehead Airport Zoning Regulations
horizontal surface means an imaginary horizontal plane centering on and located 150 feet above the assigned elevation of the airport reference point; ( surface horizontale )
Lakehead Airport Zoning Regulations — Lakehead Airport Zoning Regulations
strip means a rectangular portion of the landing area of the airport, 1,100 feet in width, including the runway, especially prepared for the take-off and landing of aircraft in a particular direction; ( bande )
Lakehead Airport Zoning Regulations — Lakehead Airport Zoning Regulations
transitional surface means an imaginary inclined plane extending upward and outward from the outer lateral limits of a strip and its approach surface to an intersection with the horizontal surface or other transitional surfaces. ( surface de transition )
Lakehead Airport Zoning Regulations — 3
3 For the purposes of these Regulations, the airport reference point is deemed to be 635 feet above sea level.
Lakehead Airport Zoning Regulations — 4
4 These Regulations apply to all lands, including public road allowances, adjacent to or in the vicinity of the airport, as more particularly described in Part II of the schedule.
Lakehead Airport Zoning Regulations — 5
being two hundred (200) feet, and the outer end of approach 30 being two hundred and fifty (250) feet respectively above the elevation at the strip ends and ten thousand (10,000) feet measured horizontally therefrom; and the approach surface abutting each end of the strip designated as 7-25 and extending outward therefrom, the dimensions of which are five hundred and fifty (550) feet on each side of the centre line of the strip at the strip ends and two thousand (2,000) feet on each side of the projected centre line of the strip at the outer ends, the said outer ends being two hundred (200) feet above the elevation at the strip ends and ten thousand (10,000) feet measured horizontally therefrom, and (c) the several transitional surfaces, other than the transitional surfaces associated with the strip designated as 2-20, each rising at an angle determined on the basis of a ratio of one (1) foot vertically for every seven (7) feet horizontally from the outer lateral limits of the strips and their abutting surfaces, as shown on plan No. T2173 dated September 16, 1964, of record in the Department of Transport. SOR/80-70, s. 1
Lakehead Airport Zoning Regulations — Lakehead Airport Zoning Regulations
ong that production and along the said Eastern boundary of said Lot 11 to the Southeasterly angle of the said Lot; THENCE, Westerly along the Southern boundary of the said Concession to the Southwesterly angle of Lot 20; THENCE, Northerly along the Western boundary of said Lot 20 and the production Northerly thereof, to the natural high water mark of the North bank of the Kaministiqua River; THENCE, in a general Northerly and Westerly direction along the said high water mark of the North bank of the river to the intersection thereof with the production Southerly of the Western boundary of Lot 23, in Concession 1, North of the river; THENCE, Northerly along that production and along the Western boundary of said Lot 23 to the Northwesterly angle of the said Lot; THENCE, Northerly in a straight line across the allowance for road between Concession 1 and 2, North of the river, to the Southwesterly angle of Lot 23, in said Concession 2; THENCE, Northerly along the Western boundary of Lot 23, in Concession 2 and Lot 23, in Concession 3, North of the river, to the Northwesterly angle of the last said Lot; THENCE, Northerly in a straight line across the allowance for road between Concessions 3 and 4, North of the river, to the Southwesterly angle of Lot 23, in said Concession 4; THENCE, Northerly along the Western boundary of Lot 23, in the said Concession 4 and Lot 23, in Concession 5, North of the river, to the Northwesterly angle of the last said Lot; THENCE, Northerly in a straight line across the allowance for road between the Township of Neebing and the Township of McIntyre to the Southwesterly angle of the Jean Langlois Mineral Location in the Township of McIntyre; THENCE, Northerly along the Western boundary of the said Mineral Location and along the Western boundary of the John C. T. Cochrane Mineral Location to the Northwesterly angle thereof; THENCE, Easterly along the Northern boundary of the John C. T. Cochrane Mineral Location to the Northeasterly angle thereof; THENCE, Northerly along the Western boundary of the J. J. Vickers Mineral Location to the Northwesterly angle thereof; THENCE, Easterly along the Northern boundary of the J. J. Vickers Mineral Location to the Northeasterly angle thereof; THENCE, Easterly along the Northern boundary of Section 55, in the said Township of McIntyre to the Northeasterly angle of the said section; THENCE, Southerly along the Eastern boundary of the said section to the Southeasterly angle thereof; THENCE, Easterly along the Northern limit of the said allowance for road between the said Townships to the intersection thereof with the production Northerly of the Eastern boundary of Lot 6, in Concession 4, North of the river, in the Township of Neebing; THENCE, Southerly along that production to the point of commencement; SAVING AND EXCEPTING thereout and therefrom all of the Kaministiqua River lying within the above described parcel,
Lakehead Airport Zoning Regulations — Lakehead Airport Zoning Regulations
COMMENCING at the intersection of the Eastern boundary of Lot Eleven (11), in Concession Three (3), North of the Kaministiqua River, in the Township of Neebing, in the District of Thunder Bay, with the Southern limit of the King’s Highway Number 17, as widened, the said intersection being distant seventeen feet (17′) measured Southerly along the said Eastern boundary from the Northeasterly angle of the said Lot; THENCE, Southerly along the said Eastern boundary of Lot Eleven (11), a distance of one thousand four hundred and eighty-four and twenty-five one-hundredths feet (1,484.25′) to the intersection thereof with the production Northeasterly of the centre line of runway 7-25 of Lakehead Airport; THENCE, Southwesterly along that production and along the said centre line of the said runway, a distance of four thousand and twelve and sixty-four one-hundredths feet (4,012.64′); THENCE, Northwesterly at right angles to the said centre line, a distance of eight hundred feet (800′), to a point henceforth designated as the airport reference point, the said point have an assigned elevation of six hundred and thirty-five feet (635′) above sea level.
Lakehead Airport Zoning Regulations — Lakehead Airport Zoning Regulations
ALL AND SINGULAR, those certain parcels or tracts of land and premises, situated, lying and being in the Township of Neebing, in the District of Thunder Bay and Province of Ontario, and which said parcels may be more particularly described hereinafter as Parcels “A” and “B”.
Lakehead Airport Zoning Regulations — Lakehead Airport Zoning Regulations
PARCEL “A”: Concession One (1) South of the Kaministiqua River.
Lakehead Airport Zoning Regulations — Lakehead Airport Zoning Regulations
Being composed of Lots Eleven (11), Twelve (12), Thirteen (13), Fourteen (14), Fifteen (15), Sixteen (16), Seventeen (17), Eighteen (18), Nineteen (19) and Twenty (20), in Concession One (1) South of the Kaministiqua River; part of the Allowance for Road along the South bank of the Kaministiqua River; all of the Allowance for Road between Lots Fifteen (15) and Sixteen (16), in the said Concession; and all of the plans of subdivisions registered in the Registry Office for the Registry Division of the District of Fort William as Plan Numbers 689 and 695, the outermost limits of the said parcel may be more particularly described as follows:
Lakehead Airport Zoning Regulations — Lakehead Airport Zoning Regulations
COMMENCING at the Southeasterly angle of said Lot Eleven (11); THENCE, Westerly along the Southern boundary of the said Concession to the Southwesterly angle of said Lot Twenty (20); THENCE, Northerly along the Western boundary of said Lot Twenty (20) and the production Northerly thereof, to the natural High Water Mark of the Kaministiqua River; THENCE, in a general Easterly direction along the said natural High Water Mark to the intersection thereof with the production Northerly of the Eastern boundary of said Lot Eleven (11); THENCE, Southerly along the last said production and along the Eastern boundary of Lot Eleven (11) to the point of commencement.
Lakehead Airport Zoning Regulations — Lakehead Airport Zoning Regulations
PARCEL “B”: Concessions North of the Kaministiqua River.