(a) Two separation zones bounded by a line connecting the following geographical positions:
(1) 54°20′.5 N.,
11°57′.5 E.
(6) 54°17′.7 N.,
12°00′.1 E.
(2) 54°20′.7 N.,
11º58’.0 E.
(7) 54°17′.9 N.,
12°00′.3 E.
(3) 54°19′.0 N.,
11°59′.5 E.
(8) 54°18′.0 N.,
12°00′.5 E.
(4) 54°18′.7 N.,
11°59′.2 E.
(9) 54º14′.6 N.,
12°03′.6 E.
(5) 54°18′.8 N.,
11°59′.5 E.
(10) 54°14′.6 N.,
12º03′.0 E.
A separation line connects positions (5) and (7).
(b) A traffic lane for north-westbound traffic is established between the separation zones and lines connecting the following geographical positions:
| (11) 54°14′.6 N., | 12º04′.9 E. |
| (12) 54°18′.1 N., | 12°02′.0 E. |
| (13) 54°19′.8 N., | 12°00′.6 E. |
| (14) 54°21′.2 N., | 11º59′.5 E. |
(c) A traffic lane for south-eastbound traffic is established between the separation zones and a line connecting the following geographical positions:
| (15) 54°20′.0 N., | 11°55′.9 E. |
| (16) 54º14′.6 N., | 12º01′.6 E. |
150º–3300.
Part II—Eastern approach
| (17) 54º18′.9 N., | 12°01′.4 E. |
| (18) 54º23′.4 N., | 12°07′.0 E. |
| (19) 54º23′.4 N., | 12º07′.4 E. |
| (20) 54°18′.7 N., | 12°01′.6 E. |
(b) A traffic lane for north-eastbound traffic is established between the separation zone and a Sine connecting the following geographical positions:
| (21) 54°18′.1 N., | 12°02′.0 E. |
| (22) 54°23′.4 N., | 12º09′.8 E. |
(c) A traffic lane for south-westbound traffic is established between the separation zone and a line connecting the following geographical positions:
(23) 54º23′.4 N., 12°05′.1 E.
(24) 54°19′.8 N., 12°00′.6 E.
37°–217°.
Note: In positions (18), (19), (22) and (23), the eastern approach traffic separation scheme is connected to the traffic separation scheme south of Gedser.
SOUTH OF GEDSER
(Reference chart: Danish Chart 186)
| (1) 54°31′.2 N., | 12°14′.1 E. |
| (2) 54°27′.6 N., | 12º12′.4 E. |
| (3) 54°25′.3 N., | 12°09′.5 E. |
| (4) 54°25′.3 N., | 12°07′.0 E. |
(b) A separation zone, half a mile wide, is centred upon the following geographical positions:
| (4) 54°25′.3 N., | 12°07′.0 E. |
| (5) 54°25′.3 N., | 12°00′.0 E. |
(c) A traffic lane for westbound traffic is established between the separation line, the separation zone and a line connecting the following geographical positions:
| (6) 54°31′.6 N., | 12°10′.7 E. |
| (7) 54°28′.1 N., | 12°09′.5 E. |
| (8) 54°27′.1 N., | 12°05′.2 E. |
| (9) 54°27′.1 N., | 12°00′.0 E. |
(d) A traffic lane for eastbound traffic is established between the separation line, the separation zone and a line connecting the following geographical positions:
| (10) 54°30′.8 N., | 12º17′.6 E. |
| (11) 54°27′.2 N., | 12°15′.2 E. |
| (12) 54°23′.4 N., | 12º09′.8 E. |
| (13) 54°23′.4 N., | 12°05′.1 E. |
| (14) 54°23′.4 N., | 12°00′.0 E. |
(i) The northern termination of the traffic separation scheme is connected to the deep water route north-east of Gedser.
(ii) In positions (12) and (13) the traffic separation scheme is connected to the eastern approach traffic separation scheme in the approaches to Rostock.
BETWEEN KORSOER AND SPROGOE
(Reference chart: Danish Chart 143)
| (1) 55°22′,1 N., | 11º02′. 6 E. |
| (2) 55º19′.5 N., | 11′01′. 8 E. |
(b) A traffic lane for northbound traffic is established between the separation line and a line connecting the following geographical positions:
| (3) 55°22′.0 N., | 11°03′.5 E. |
| (4) 55°20′.0 N., | 11º02′.9 E. |
| (5) 55ºM9′.4 N., | 11°03′.4 E. |
(c) A traffic lane for southbound traffic is established between the separation line and a line connecting the following geographical positions:
| (6) 55°22′.3 N., | 11º01′.3 E. |
| (7) 55°21′.1 N., | 11º01′.5 E. |
| (8) 55°19′.6 N., | 11º01′.1 E. |
(i) Cross channel traffic
Immediately south of the traffic separation scheme there is a heavy east and westbound ferry traffic.
(ii) For ships with a deadweight tonnage of more than 40,000 tons participating in the radio position reporting system covering the entrances to the Baltic Sea the following will apply:
Upon receipt of notification of passage, the east and westbound ferries will endeavour to navigate so that risk of collision, as far as possible, does not arise. If, nevertheless, risk of collision does arise, the International Regulations for Preventing Collisions at Sea must always be applied.
IN THE SOUND
(Reference charts: British Admiralty 2115 and 2594)
| (1) 56°07′.3 N., | 12°31′.5 E. |
| (2) 56°03′.3 N., | 12°39′.2 E. |
| (3) 55°58′.9 N., | 12°41′.4 E. |
(b) A traffic lane for northbound traffic is established between the separation line and a line connecting the following geographical positions:
| (4) 56°08′.0 N., | 12°32′.8 E. |
| (5) 56°06′.4 N., | 12°34′.9 E. |
| (6) 56°03′.4 N., | 12°40′.1 E. |
| (7) 55°59′.1 N., | 12°42′.5 E. |
(c) A traffic lane for southbound traffic is established between the separation line and a tine connecting the following geographical positions:
| (8) 56°06′.6 N., | 12°30′.3 E. |
| (9) 56°05′.5 N., | 12°33′.3 E. |
| (10) 56º03′.2 N., | 12°38′.3 E. |
| (11) 56º01′.2 N., | 12°37′.7 E. |
In the southern part of this traffic lane the southbound traffic is divided up into two lanes by a line connecting the following geographical positions:
| (12) 56°01′.2 N., | 12°38′.6 E. |
| (13) 56°01′.7 N., | 12°38′.9 E. |
| (14) 56º00′.0 N., | 12°40′.0 E. |
| (15) 55°58′.8 N., | 12°40′.1 E. |
The areas between the outer boundaries of the traffic separation scheme and the adjacent coast are designated as inshore traffic zones.
Note: Cross channel traffic. All precautions, including if necessary a reduction of speed, should be taken in the area between Helsingborg and Helsingor, which is widely used by local cross channel ferry traffic.
OFF FALSTERBOREV
(Reference charts: Swedish Administration of Shipping and Navigation 921 and 929)
The traffic separation scheme off Falsterborev consists of four parts.
(a) A roundabout with a circular traffic separation zone of half a mile in diameter is centred at the following geographical position:
| (1) 55º18′.6 N., | 12°39′.5 E. |
(b) A circular traffic lane, one-and-three-quarter miles wide, is established around the circular separation zone.
| (2) 55°15′.9 N., | 12°51′.8 E. |
| (3) 55°17′.5 N., | 12º42′.5 E. |
(b) A traffic lane, one point one miles wide, is established on each side of the separation line and the outside limits of the traffic lanes are extended to intersect with the outside limit of the roundabout.
107°–287°.
| (4) 55°13′.1 N., | 12°39′.1 E. |
| (5) 55°16′.6N., | 12°38′. 9 E. |
(b) A traffic lane, one mile wide, is established on each side of the separation line and the outside limits of the traffic lanes are extended to intersect with the outside limit of the roundabout.
177°–357°.
Part IV
| (6) 55°20′.5 N., | 12°39′.4 E. |
| (7) 55°25′.0 N., | 12°40′.7 E. |
(b) A traffic lane, one-and-a-half miles wide, is established on each side of the separation line and the outside limit of the traffic lanes are extended to intersect with the outside limit of the roundabout.
010°–190°.
Note: The roundabout serves the purpose of facilitating manoeuvring in the area where traffic to and from the Baltic Sea, the Kiel Canal and the Sound meet.
OFF KIEL LIGHTHOUSE
(Reference chart: German Hydrographic Office 32)
| (1) 54°29′58″ N., | 10°18′31″ E. |
| (2) 54º29′47″ N., | 10°18′43″ E. |
| (3) 54°29′01″ N., | 10°16′34″ E. |
| (4) 54°29′11″ N., | 10°16′32″ E. |