bh
"
a
W
=
.
SHEARING STRENGTH IN 185. / SQ. FT.
7298
e
$900
’
—.
3
_
3000
ai
|
i
2000
1
10
i
+
?
5
|
5000
4000
|
|
|
:
‘
!
|
|
|
4
!
|
3000
2090
000
|
|
|
|
,
|
|
950 - 214% -/0i
iy
+
15s OA
—.
—+
q
Wy
2
¥
x
<
:
LiGuT TAN WEDIUNM TO COARSE SANO
“TH SOME AooTSs.
a
WHITE CORAL CONGLOMERATE
|
WHITE COARSE SAND WITH GRAVEL
WATER LEVEL FIT 2.
(OAATIALLEY CEMENTED}
|
+—
|
(cENSES OF MEDIUM BAND}
|
WHITE FINE TOMEDIUAI GANO WITKd
GAAVES.,
|
|
:
Qa so ES
4
hy
Q
g
|
Q
KR
|
35 ae
'
'
|
2050-249%-98
\
5
MUCH DECAVED VEGETATION.
|
:
—
~ 25 LS
K
MU-4
1
|
+
BORING
ELEVATION 9.1
|
Wo zo [-9
uw
+
2
DARK BROWN MEBIVUAT SAND it (TH
P|
|
{
Sy
wy
|
+
|
he
a
WHITE CORAL CONGLOMERATE,
LGW? TAN COA@SE GSANO WITH GRAVEL.
|
l
‘oe
WATER LEVEL 8-19-50.
|
=
S000
LIGHT TAN COARSE SANO WITH GRAVEL.
—
|
|
i
MU-3
ELEVATION 3 3°
Flid ~ BROWN COLASE SAND WITH GAAVEL,
DARK BROWN MEDIVH TO CDAASE SAND
AUTH DECAKED VEGETATION,
SHEARING STRENGTH IN LBS. / 8Q@. FT.
7000
BORING
20
oT
\
J
Pot
hy
Q
4000
’
|
=
a
5200
|
:
|
1
|
:
i
:
|
j
(
\
|
||
GRADING TO
WHITE ©/NE SAND WITH GRAVEL.
|
;
|
|
t
+
|
(MANY SHELLS AND APVUCM GAAVEL.)
cop
\
|
|
|
a4
40
7000
e
hn
wy
wy
w
RS
1d
*
aw |
Q
|
q
{
:
|
_|
|
°
20
|
|
|
+
|
~
|
|
|
a
l
i
SHEARING STRENGTH iN L8S./S@. FT.
000
£000
4000
}
:
'
|
|
|
4
L
|
|
|
|
|
|
m
Ww
|
|
|
!
|
|
4$O90
|
|
|
|
!
|
|
,
|
:
|
:
|'
|
|
L
\
|
|
!
:|
BORING
ELEVATION 9 0°
RU-!
Fick - SAOWN MEDIUM GANO WITH GRAVEL.
|
DARH BROWN MEDIUM IANO WITH DECAYED
|
WHITE MEDIUM TOACOARASE SAND WITH
|
|
rs0-153%-l08
—+
;|
000
|
|
t
,
2200
|
qT
)
{7
|
)
|
|
|
FIGURE 5.9-16
VEGETATION AND ROOTS
GRAVEL.
LiGHT TAN CORAL CONGLOMERATE.
WHITE FINE TO COARSE SANO WITH GRAVEL
GPADING MORE GAANVEL.
WATER LEVEL 7-29-50.
|
qT
Log of Bortngs