TNAG-0273-FCO40-309-Scheme-for-development-of-container-terminal-at-Hong-Kong-1970 — Page 90

113800€

ORIGINAL COASTLINE

11020QE

78600N

2-1

0.7

0.7

0.3

5.0

1.6

1-4

1-8

0.7

1-4

1-1

0.7

4-3

1.3

REFUSE

DUMP

0.5

0.2

1.6

یا

10

2-1

REFUSE DUMP RUBBLE MOUND

SCALE IN FEET

400

600

800

1000

100500

200

ENGINEERING REPORT

CONTAINER TERMINAL

KWAI CHUNG

1-6

1.6

0.8

0.0

2.4

8.5

1-5

1-6

2-3

11.0

0.0

2-0

2-4

1-8

1.0

1-5

1-5

ORIGINAL

COASTLINE

CULVERT

BREAKWATER

3.3

2.0 3.7

LIMIT OF BREAKWATER FOUNDATION

5.6

6.2

2.0

2.3

0-0

3.0

1.0

4-0

2.5

3-5

2-0

2.0

3.8

4.0

1.0 5.4

10

2.5

6.4

5.7

6.3

3.6

0.5

1-5

11-0

12-0

5-5

7.6 25

1.0 5-2

6.3

3.0

14.4

6.0

11-5

9.51.5

5-0

PILLAR ISLAND

(TSING CHAU)

120 6.4

SILTING

PLAN

MONG

CHAU

73400N

NOTES:-

1.

FIGURES SHOW REDUCTIONS IN DEPTH IN FEET.,

2. (1) REDUCTION IN DEPTH OF THE SEA BED BETWEEN JULY 1954

AND OCTOBER 1966 15 SHOWN IN BLACK.

3.

4.

5.

(ii) REDUCTION IN DEPTH OF THE SEA BED BETWEEN JULY 1954

AND NOVEMBER 1968 IS SHOWN IN RED.

THE JULY 1954 SOUNDINGS ARE THE LATEST AVAILABLE BEFORE

THE REFUSE DUMP RUBBLE MOUND WAS CONSTRUCTED.

REFUSE DUMP RUBBLE MOUND CONSTRUCTED JANUARY TO

DECEMBER 1955. REFUSE DUMP OPENED ON COMPLETION.

RUBBLE MOUND FOR EXISTING BREAKWATER CONSTRUCTED

SEPTEMBER 1964 TO SEPTEMBER 1966.

-73400 N

113800E

110200 E

PORT WORKS DIVISION

P. W. D. HONG KONG

13

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