***o* nilaud to tonen oli
„NEMOXOVOX PA HADH#2-TA07 (1430101E
att fae,toitosa bus aslı baİyasu00226 add ljadus of gad I
nut road and doide „Suittogan ni yelah add Jenter I „Jmorar aniwal[ot
fresturand ait to 10w enituor eit ddiw beiqunso vilul Sniad enit va of
-091 vilenİNİTO Tatewdrand snol adt „bon mi „axode gely edl
܃
Ginestoner Jon tud betaasqua for Tots#d89¶d frode s ,00975 ni bas „bs201
-ton Liu) 19/18 bene1871 noed sed doldw ngiach s awoda noit993 sdf „ta-
.nooday 900 add to atoalle od) to rottensbia
-foundros evilen vd duo baimes od bluon *now odd to Яlud sdf
Hoid. enufourja add to 3181 vino edt at nowold 9f970000 edt „ano
Infosga elluži vrov bas „Vlísdnerd7693b duo babies ed of oved bluor
cort barid go of eved bluow nathanh 4 .ti yot herjuper ad hinow thelg
10.980mun adt 101 ..00 * radźwoj,bredonut .21833% no vrenzo) dood adƒ
.anoitsbnuot ad not donent edt smijevenxe
393dt sounded
,678329590 Jud evizneqxe ai #10##old saf
doun bas,зxnug vo foù ed of anafiuod ed to tiste# mutixed add at anoj
wol used to fe sas add to notice adi basjadjie of [lens oot ane adoold
wolad Jost of пob Enotxe bluow axoold edanonoo enl .ioval otit
ed ton biuow anabipon anj-aand) 34) doqab doida te rued asqenb10
„cover adj yo sonedqutalb of eldsil
Ieanil 191 00.0751 Ja atlash aids to 1800 add ajsmijes i
-:arollo a6 19j8x697d grol add to Jaon leto1 and hnedoo)
000.ORE. It
Oft Js feel lesnil 000.♪
000.09
000,084,14
Ietor
absod je alstatee has quodel exi
vs is tetewisend Snoi sat to moidoes asoro Isutos ecf
maitoes a8c15 a§81978 3d) mo7) glist1918 191lib fon bluow Infog
-over sit stiw noitoangon ni naded ešnizod súl vd anighut, has owode
shanour odd stredo vulmight add no paibquos adj vd bas „*10* be
sadsand froda od te mottosa 22010
woude van de to
the neighbourhood of it, would approximate closely to the average cross
section shown.
297
With reference to the question of bringing within certain
limits the cost of any works to be undertaken, I have to say that
nothing but a complete breakwater would be of any practical use, as the
Observatory records of the 1906 typboon, alone, are sufficient to show.
The short breakwater suggested on the plan would give a
sheltered area equal to Causeway Bay. This would be worth having; but
there would seem to be too many expensive difficulties in the way to
admit of the suggestion being acted on.
The area is small, and the width of the entrance would have
to be proportionately small; but the north entrance cannot be placed
close to the north shore, owing to a rocky shoal which exists at that
point. A jetty would therefore be constructed on the shoal, and the
entrance would be immediately to the south of it, as shown on the plan
The estimated cost of the short breakwater, and the jetty,
is as follows:-
1,940 lineal feet of breakwater at $370
Extra labour and materials at heads
$717,800
€0,000
Jetty
106,000
$883,600
Total
The area enclosed by the short breakwater would be liable
to become so packed with small craft as to cause a serious obstruction
to the marine frontages abutting on the area; and seas running off the
south-east end of the breakwater would impinge on the marine frontages
immediately south of the entrance.
To avoid complicated claims from the lot-owners affected it"
would probably be necessary to resume all the lots between Kowloon
Marine Lot 32 and Kowloon Marine Lot 39, and strengthen the sea wall
between the south entrance and Kowloon Marine Lot 39.
I am unable to suggest any satisfactory solution of this
Boat
Page 300Page 301