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DESCRIPTION
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HOl[ NO
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3 ST-ll
DEPARTMENT
OF
THE
ARMY
1. PROJECT
La
"",u~n~a
vnannel
SHEET
OF
Corpus Christi Bay
DIYtIIOll
Southwestern
2. LOCATION (coord'na' •• or S"' ••
It)
IISTALLATIOII
Galv Di s t,
Eng Div
Sta
297/50
DR'LUNG LOG
3'
DRILLING AGENCY
•• HOLE NO.
(Ae';
en.." Oft IIr •• ,n' I,IJ
,I.
_ncr r
I I. 110.)
~.
NAME OF DR ILLER
3ST-ll
Smith
6.
DIRECTION or HOLE
7. TH ICKNEss
18. DEPTH
9- TOTAL
c::::J VERTICAL
c:J INCLINED
I
~::~:~!LWIT"
OF OVER-
DR I LLED
DEPTH OF
52
0
8URDEN
INTO ROCK
HOLE
•
10. SIZE 'NO TYPE OF 81T
11- DATUM FOR ELEVATION SHOWN
112- MANUFACTURER-S DESIGNATION or DRILL
Shelby Tube - 3"
(TBIII
or
MSL)
13- TOTAL NO. OF OVER8URDEN SAMPLES TAKEN
,10- TOTAL
11~.
ELEV_
116-
ATE HOLE
D!>,U•• E.
I.N • ."
."0<.
I
:gi.
~ORE
GROUND
I
ST~.T
Jan
CD·~l£!:f£.n
6"
WATER
17 - ELEV _ TOP OF HOLE
18- TOTAL CORE RECOVERY FOR
19. SIGNATURE OF
INSPECTDR
80RING (S)
ELEVATION
DEPTH
LEGEN£
CLASSIFICATION OF MATERIALS
~E~~=
I
;~~p~!
(DrHIla,
'I".. .
•• hl'
I .... tle",..1
(D••cr
jpt
10ft)
ERY
NO.
•••
''''rl"~
.
•tc.,
II .',n"le."t)
-
f.::.
0.0 )2.0
Water
=
32.0
41~
Clay,
gray,
very soft,
=-
weight of 35
1
of rod anc
-
-
a tube
Jar
1
=-
-::
-
411:.0
+3.lJ :
Clay,
sandy w/calc nod,
-
....:
tan,
very stiff
Cont.
1
2.50
-
r=-
43.5
45.~
Clay, sandy, w/calc nod,
1=
-=
tan w/gray streaks,
f::-
-
hard
Cont. 2
4.00
I-
:
l-
I-
45.0
~8.<l.:
Clay,
sandy, w/calc nod,
~
:
tan, w/gray streaks,
I-
:
very stiff
Cont. 3
3.50
t:
48.0
.
5°.~
-
Clay,
sandy,
tan w/gray
=-
:
blend, very stiff
Cont. 4
3.75
=
50.0
52.Q:
-
Clay, sandy,
tan w/gray
=-
:
blend, hard
