HOU MO
3ST-19
"
1.
PROJECT
'DEPARTMENT OF THE ARMY
Port Aransas-Corpus Christi WI
SHEET
OF
DIYISIOII
Southwestern
2. LOCATION (COOrdI.N"•• or ,,- ...... 011)
IISTAUATlOII
Qalv Dist, Eng Div
Corpus Christi Bay
DR ILli KG LOG
). DRILLING AGENCY
U. S. Army Corps of Engineers
q.
HOLE NO.
(Aa',."_" on err •• ,n, rn,. a. ,.,. "•. )
S. NAM[ OF DR ILLER
3ST-19
Smith
6.
DIRECTION OF HOLE
7.
TH ICKNESS
lB' DEPTH
9' TOTAL
c:J VERT ICAl
c:J INCLINED
~~:;~~:lW
I"
OF OVER""
DR ILLED
DEPTH
0154 0
BURDEN
INTO ROCK
HOLE
•
10. SIZE AND TYPE OF BIT
11. DATUM FOR ElEVAT ION SHOWN
112' MANUFACTURER'S DESIGNATION OF DRill
~h"lh"
'l'uhe - 3"
(TBM
or,
IIfSL)
I). TOTAL NO. OF OVERBURDEN SAMPLES TAKEN
J 1..
TOTAL
rs.
ElEV.
16'
A
HOL
ol>TU'.'Ol
UN.,,.u
•• ,u 9 Cont
I
:gxr~ORE
GROUND
JjrARk'o
2g"Pfi:p',!
0
1963
Jar
WATER
,(0
pr
17.
ELEV. TOP OF HOLE
lB' TOTAL CORE RECOVERY FOR
19. SIGNATURE OF INSPECTDR
BORING
("J
ElEVATION
DEPTH
LEGEN!
CLASSIFICATION or MATERIALS
~E~~=
I
~~~pr!
(1I,ll11n, tl••
...
h,. , ....
d.",,. .1
("••el'
ll" l ... )
ERY
NO'
.... IIwrJnG ••tc.,
II al, .. Ulc."'L
0.0
23.5 -
Water
=
------.--
.
-
--
I---~
"""""""'-""-·~"""""""'--~~-_'·>~"
__
~'
__
"_"'~"o,'_.,
.
=
23.5
29.0.....:
4-10' rods,
and 3" ST
-
No resistance
=-
-
Gray clay, mucky, w/some shell
-
-::
v/soft
Cont.
I
=-
29.0
32.0 :
3-10'
rods, 3'! ST and ke lly
r=
-
-=
No resistance
-
-
Gray clay, mucky v/soft
Jar
1
f:"'
-
;::
32.0 34.i...:
4-10'
rods, 3" ST and kelly
f::.-
-
No resistance
f:
-
Gray clay, v/soft w/tr shell
Cont. 2
f:
-
I--
34.5
37.0:
Some as above
I-
:
No resistance, v/soft
Cont. 3
r=
-
I
,oj
~
37.0
39.5 :
4-10' rods, 3" ST, and kelly
V Sr>A;'
I=-
...:
No resistance
f:
Gray clay, v/soft, "'/tr shell
Cont.
4
-
f=""
39.5
42.0 :
Same
as above
I-
...:
No resistance
f::
-
V/soft
Cont.
5
~
:
~
42.0
44.s-.:
No recovery, same as belm.
No sample
I-
:
r=-
44.5
47.0-
5-10' rods, 3" ST and ke lly
l-
f:::
-::
No resistance
I--
Gray clay, v/soft "'itr org. mat
Cont. 6
f-
l-
-
I-
47.0 49.s...:
Same as above, No resistance
~
:
v/soft
Cont.
7
~
-
I-
49.5
52.~
5-10'
rods, 3" ST and kelly
f::.-
-
No resistance
~
-=
Gray clay, v/soft
Cont. 8
r=
52.0
54.0:
5-10' rods,
3"
ST and kelly
~
-
No resistance
r=
Gray clay, v/soft
9
I-
-::
Cont.
-
L
~
Bottom
-
-:
Tide 2.3 @ 1:15 PM
f::-
Tide 2.4 @ 6:15 PM
I-
:
r--
.....:
Wind 26-32 MPH
I-
:::
l=-
=
f=
-:
t:-
:
::-
--:
..:::.
::-
=-
:
::
-
-
ENG FORM
1836
(EM
1110-1-1801)
PREVIOUS EDITION MAY BE USED
, MAR 61
TRANSLUCENT
UNTIL EXHAUSTED.
PROJECTPt. A. Corpus Chri'lliiU 10 3ST-19
ww
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it'"
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