Chwilio Deddfwriaeth

Chwiliad Uwch

The Folkestone Harbour Revision Order 2017

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Pa Fersiwn

  • Y Diweddaraf sydd Ar Gael (Diwygiedig)
  • Gwreiddiol (a wnaed Fel)

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Dyma’r fersiwn wreiddiol (fel y’i gwnaed yn wreiddiol). This item of legislation is currently only available in its original format.

Article 20

SCHEDULELimits of the harbour

1.  From the end of the harbour arm at 51°04.5605’N 01°11.6962’E; thence following an imaginary straight line in a north north-easterly direction to the level of high water at the base of the cliffs south of Martello Tower, to the west of Copt Point, at 51°04.9753’N 01°11.8318’E; thence following the level of high water westward to East Pier at 51°04.8557’N 01°11.4119’E; thence crossing East Pier following an imaginary straight line in a west south-westerly direction to the level of high water at 51°04.8561’N 01°11.4043’E; thence following the level of high water in a westerly direction along the northern wall of the Outer Harbour to the slipway at 51°04.8167’N 01°11.2389’E; thence crossing the slipway along the level of high water to 51°04.8106’N 01°11.1932’E; thence following the level of high water along the wall of the Outer Harbour to the railway viaduct 51°04.7959’N 01°11.1934’E; thence following the railway viaduct south along the level of high water to 51°04.7886’N 01°11.1967’E and under the viaduct to the northern wall of the Inner Harbour at 51°04.7866’N 01°11.1850’E; thence following the level of high water in a westerly, then south south-easterly and then easterly direction along the wall of the Inner Harbour to the southern end of the railway viaduct at 51°04.7164’N 01°11.2209’E; thence following the railway viaduct north along the level of high water to 51°04.7187’N 01°11.2199’E and under the viaduct to the southern wall of the Outer Harbour at 51°04.7186’N 01°11.2288’E; thence following the level of high water eastward along the wall of the Outer Harbour to 51°04.7384’N 01°11.3983’E; thence following the level of high water southward along South Quay and the existing rock revetment to the harbour arm at 51°04.6746’N 01°11.3774’E; thence crossing the harbour arm following an imaginary straight line in a south-westerly direction to the southern side of the harbour arm at 51°04.6543’N 01°11.3585’E; thence following the harbour arm in a westerly direction to 51°04.6561’N 01°11.3419’E; thence following an imaginary line set back 14 metres landward from the designed crest of the maintained beach passing through the points 51°04.6423’N 01°11.3542’E, 51°04.6276’N 01°11.3047’E, 51°04.6175’N 01°11.2720’E, 51°04.6066’N 01°11.2162’E, 51°04.5978’N 01°11.1538’E, 51°04.5875’N 01°11.0223’E, 51°04.5817’N 01°10.8847’E, 51°04.5794’N 01°10.7530’E, 51°04.5752’N 01°10.7028’E, 51°04.5644’N 01°10.6551’E, 51°04.5481’N 01°10.6018’E to the Fishtail Rock Groyne at 51°04.5022’N 01°10.4541’E; thence following the level of high water to the end of the Fishtail Rock Groyne at 51°04.4702’N 01°10.5249’E; thence following an imaginary straight line in an east north-easterly direction to the end of the harbour arm at 51°04.5560’N 01°11.6892’E; thence following the level of high water around the head of the harbour arm to 51°04.5644’N 01°10.6551’E.

2.  From the completion of construction of the works authorised by article 4(1), the limits of the harbour between the north-eastern corner of South Quay and the harbour arm will follow the line of the wave wall forming part of those works.

Yn ôl i’r brig

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