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There are currently no known outstanding effects for The Lerwick Harbour Revision Order 2015, Section 3.![]()
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3. The Authority may in the lines and situations and within the limits of deviation and according to the levels shown on the deposited plans and sections construct and maintain the following works—
Work No. 1 - The construction at Dales Voe of a solid quay adjoining and extending the existing Dales Voe jetty and comprising: (First) a steel sheet pile wall as shown on Sheet No. 2 on the deposited plan and extending as follows:- along the southern perimeter of the existing jetty from Point 1A to Point 1B for a distance of fourteen metres, from there for a distance of twenty two metres in north westerly direction to Point 1C, from there continuing in a south westerly direction for a distance of seventy five metres to Point 1D, from there in a south easterly direction for a distance of twenty eight and a half metres to Point 1E, from there in a south westerly direction for a distance of six and half metres to Point 1F, and from there in a south easterly direction for a distance of twenty metres and terminating at Point 1G; and (Second) a rock armour revetment shown delineated in black and in shaded by a network of small open hexagons as shown on Sheet No. 2 on the deposited plan commencing at Point 1G on the said steel sheet pile wall and extending as follows:- in a north westerly direction for a distance of twenty metres to Point 1F, from there in a north easterly direction for a distance of six and a half metres to Point 1E, from there in a north westerly direction for a distance of twenty three metres and thirty centimetres to Point 1H, from there in a south westerly direction for a distance of twenty one metres to Point 1J, from there in a south easterly direction for a distance of twenty eight metres to Point 1K, from there a south easterly direction for a distance of twenty metres and then terminating at Point 1L where the new revetment meets the existing shore mooring point.
Work No. 2 - The construction of a reclamation area and slope protection with a mixture of concrete slab, bitmac and hardcore surfacing shown delineated in black and inshaded by a network of small open hexagons as shown on Sheet No. 4 on the deposited plan and extending as follows:- along the north western perimeter of the existing jetty from Point 2A to Point 2B for a distance of six metres, from there north for a distance of fourteen metres to Point 2C, from there in a north easterly direction for a distance of ninety four metres to Point 2D, from there in a south easterly direction for a distance of ninety one metres to Point 2E, from there in a westerly direction for a distance of sixteen metres to Point 2F, from there in a north westerly direction for a distance of fifty eight metres to Point 2G, from there in a south westerly direction for a distance of eighty four metres and then terminating at Point 2A.
Commencement Information
I1Art. 3 in force at 10.1.2015, see art. 1(1)
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