18
lippes
and
repacted in the
manner
provided for after the filling at the rear of the Wall has setter and beevend
consolidated, which settlement would
Canse
Cracko
in
a
continuous concreti
aur tvr
in a
would beg to
position le devise, I
observer
that any
Wall
which
is finished
at
such a
low
level
ao
1.74 9
ino.
alove high water
and
is
breved
with
a.....
roadway of
of the character which
wvuld
apper lobe
essentail
in
this
cannot be regarded as
coating, and possibly expose the filling
underneath to the action of typhoon
Deas.
7.
would
The Wall Thire suggested
be
more costly than that
proposed by Mr Price, but as far
line
ao
J
avv
in
a position to
the
cun
be
jeidge it would afford ad
elements of safety which
obtained
unde
the
adverse conditions.
high
of restricted height above water, and
the undesirability of advancing the sito
seaward to which
of the wall seaward.
allusion
has been already made.
Whilst however I put forward
this
wall
A-o
being the best that I
absolutely morf against damage from
tremendous forces of typhoon sexo,
the
neither
CH vr
more
it be expected to afford.
than imperfect probction to
the Buildings abutting
Roadway.
the
on
weit
this
vien
I wenty
suggest for the consideration of the
surveyor Several whether in
exent
thi
of further reclamations being
undertaken
hereafter the additional
expense involved in the formation
of
arn
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