Art. 5 in force at 25.11.2011, see art. 1(1)

http://www.legislation.gov.uk/ssi/2011/422/article/5The Campbeltown Harbour Revision Order 2011PiersFerriesPorts and harboursenHARBOURS, DOCKS, PIERS AND FERRIES2026-08-07Statute Law Database2011-11-25This Order empowers Argyll and Bute Council to construct and maintain harbour works at Campbeltown, Argyll. The works will consist of the widening of the existing pier; the realignment of the northwest face of the existing pier and the northwest and northeast faces of the existing slipway structure; dredging and slope protection; and reclamation of part of the foreshore and seabed for the purpose of widening the road so as to improve heavy vehicle access to Hall Street. The Order also extinguishes rights of navigation in the harbour to the extent that they would be affected by those works, or by works carried out by the Council in 2005 that were not previously the subject of a Harbour Revision Order.The Campbeltown Harbour Revision Order 2011art. 22(1A)The Crown Estate Transfer Scheme 2017Sch. 5 para. 122(b)art. 1(2)PART 2WORKS PROVISIONS
Rights of navigation to be interfered with5.

On the day on which this Order comes into force any rights of navigation within the harbour shall be extinguished to the extent only that the exercise of such rights would be prevented or hindered by the construction, presence, use or maintenance of the works authorised by article 3 (power to construct works) or the following works:

Work A – the portion of the existing pier constructed by infilling 22 metres wide and extending from the Hall Street harbour wall for a distance of 43 metres, and faced on the north-west by a concrete wall, as shown hatched in brown on the deposited plan, being bounded on the south-west by the line of the adjoining portion of the Hall Street harbour wall running in a north-westerly direction for a distance of 22 metres from a point at NR 72227 20262 to a point at NR 72210 20280, and on the other sides by an imaginary line running in a north-easterly direction for a distance of 43 metres from a point at NR 72210 20280 to a point at NR 72245 20309, from there in a south-easterly direction for a distance of 22 metres to a point at NR 72265 20287, and from there running in a south-westerly direction for a distance of 43 metres to a point at NR 72227 20262.

Work B – the portion of the existing pier constructed by infilling 19 metres wide and 97 metres long, and faced by a steel piled wall, as shown hatched in green on the deposited plan, being bounded on the south-west by the north-eastern boundary of Work A, and on the other sides by an imaginary line running in a north-easterly direction for a distance of 97 metres from a point at NR 72245 20309 to a point at NR 72314 20376, from there in a south-easterly direction for a distance of 19 metres to a point at NR 72342 20347, from there in a south-westerly direction for a distance of 93 metres to a point at NR 72260 20297, from there in a south-easterly direction for a distance of 3 metres to a point at NR 72262 20295, and from there in a south-westerly direction for a distance of 4 metres to a point at NR 72265 20287.

Work C – the openwork portion of the existing pier consisting of a reinforced concrete deck 19 metres wide and 47 metres long, and supported on steel piles, as shown hatched in blue on the deposited plan, being bounded on the south-east and south-west by that part of the face of the solid portion of the existing pier extending in a south-westerly direction for a distance of 45 metres from a point at NR 72362 20396 to a point at NR 72342 20347, and from there in a north-easterly direction to a point at NR 72314 20376, and on the other sides by an imaginary line running in a north-easterly direction for a distance of 45 metres from a point at NR 72314 20376 to a point at NR 72348 20407, and from there in a south-easterly direction for a distance of 17 metres to a point at NR 72362 20396.

Work D – the portion of the existing pier constructed by infilling 12 metres wide and 2 metres long, and faced by a steel piled wall, as shown hatched in purple on the deposited plan, being bounded on the north-west by the adjoining portion of the south-east boundary of Work C extending for a distance of 2 metres from a point at NR 72359 20393 to a point at NR 72362 20396, and on the other sides by an imaginary line running in a south-easterly direction for a distance of 12 metres from a point at NR 72362 20396 to a point at NR 72370 20386, from there in a south-westerly direction for a distance of 2 metres to a point at NR 72367 20385, and from there in a north-westerly direction for a distance of 12 metres to a point at NR 72359 20393.

Work E – the existing slipway structure, 21 metres wide and extending from the Hall Street harbour wall for 55 metres in a north-easterly direction, topped with concrete and faced by a steel piled wall, as shown hatched in pink on the deposited plan, being bounded on the south-east by that portion of the north-western boundary of Work B extending for a distance of 12 metres from a point at NR 72253 20317 to a point at NR 72245 20309 and by the north-western boundary of Work A, on the south-west by the line of the adjoining portion of the Hall Street harbour wall running in a north-westerly direction for a distance of 21 metres from a point at NR 72211 20280 to a point at NR 72199 20294, and on the other sides by an imaginary line running in a north-easterly direction for a distance of 55 metres from a point at NR 72199 20294 to a point at NR 72238 20332, and from there in a south-easterly direction for a distance of 21 metres to a point at NR 72252 20316.