CHAPTER I!, SECTION 6
=:
or
- 3
.
soa
= + cera
Sins tg
~
~
Sum >
~~
Senne S
—_:
_-—
x
La
a=
et ™,.
" ree +>
=
nag,
“
SS. ee
.
Maa8
TS, EO
p,
oP
+
:
aa eo * “
4z
a
Vea eo
7
<= '
_
we
v
iv,
a0 S33
ae
le
geen, ae
~
2
a
SHOe
le
-*.
~t.
=,
eraseCO
~7
=
“~™
s
ff
2~
PEO ES
”
o
Zur,
-
-
*
a
~
.
ca *
_e
-_
Ly?
a
a
~
Figure 2-210.
Charlie Causeway - Construction of Bulkhead
side only with a three-inch thick timber bulk-
and rough grading in mid-July 1953, obser-
15 feet wide. After partial completion of fill
bulkhead as originally designed was unnecessary. A Contractor recommendation that chis
be deleted, at a saving of approximately $60,
000, was approved on 13 August 1953. The
DUKWramp wasrelocated from the ocean side
to the lagoon side of the working area at the
end of the causeway where natural accretion
head. Figure 2-210 notes this construction and
status of work on 15 September. The bulkhead
is supported by 60-pound used rail driven on
four-foot centers, without tie-backs. The pipeline
required approximately 32 feet of this right-ofway; the 24-foot access road, including safety
shoulders, required 40 feet; and the shoulder
on the ocean side for pipeline construction was
vations of wave action under severe wind and
tide conditions indicated that the ocean side
Page 2-210
A a nina EMBER me er
~
on
a
fos “<nisad
cs
aned