71-
continuous straight lines. This, in addition to the objectionables elbow at these slips required to be abolish-
ed and which should have been done.
Auray
with long
a go,
penders.
unavoid
able the small triangular shapeds reclamations shown in the plan.
From Cross Section ho 19 astwithstanding that the new
with
safeliz
enstword),
wall
may.
the old
footings, it is recommended to alter
it's position to a line
outside.
of
suggested entirely
the
score of
appearance, but because the footings along this locality, although in close and compact order, me extremely
irregularly laid in respect of pout, as not to project in places
inch beyond
the
face
single
while in others.
they just out fully hailver niches, the
majority only averaging three inches of projection.
be buill
upon.
Course
distance
running along
of
six feet
the
and
the actual wall.
curving in at Cross Section N. 25 nill it falls in with the long tangent line of poutage which be
at Gross Section
No. 43. This
improved allignment is not eng.
-gested
be
The difficulty
༩ཝཾ་
of
remedieds by selling out
new live back from the old one
but I did not advise this being love because the scantyy length
the of
footings which are
as short
the old
fiol.
feet would scarcely leave sufficient
at the back for the
bearing
soury
is
to rest on
more
km d
This question how.
fully dealt with further on