. 'DEPARTMENT OF THE
ARMY
DIVISION
Southwestern
IISTAllATION
Galv Dist, Eng Div
DR ILLING LOG
•• HOlENO.
(A.';."""
Oft in.1n, ilf,••N 'll.
110.)
3ST-42
6.
DIRECTION or HOLE
HOLE MO.
3ST-42
,. PROJECT
1
SHEET
. Port Aransas-Corpus Christi
2. lOCAT LON (c.ordi,..,.. or ffi,TiOll)
Aransas Pass
). DRILLING AGENCY
U. S. Army Corps of Engineers
5. NAME OF DRILLER
Smith
1. THICKNESS
DEPTH
OF
I
DEGREES wIT"
c:J VERTICAL
c:J INCLINED
VERTICAL
or OVER-
BuRDEN
lB'
DR I LLED
INTO ROCK
1
9, TOTAL
DEPTH
0£2
0
HOLE
:>.
10. SIZE AND TYPE OF BIT
11. DATUM FOR ELEVATION SHOWN
8helb
Tube _ 3"
(TBfII
~
MSL)
1'2'
MANUFACTURER'S DESIGNATION or DRILL
1).
TOTAL NO. OF OVERBURDEN SAMPLES TAKEN
1..
TOTAL
OISTUR8£Q.
IUNDISTURBE0
5
NO.
CORE
L
Jars
Cont
Bons
.15'
ELEV.
16'
GROUIfD
ST ART ED
WATER
19 Apr
I
COMPLETEO
19 Apr 1963
A
HO[
11. ELEV. TOP OF HOLE
lie. TOTAL CORE RECOVERY roo
119.
SIGNATURE or INSPECTOR
eORING (S)
HEVAT ION' DEPTH' LEGEN
CLASSIFICATION or MATERIALS
(D.oer ;'pt;.OII)
0.0
32.0
34.5
39.5
42.0
44.5
47.0
49.5
32.0
34'L
39.5
42.0-
44.5..:
47.0
49.5
52.0 =
ENG FORM
1836
, MAR 61
Water
4-10' rods and 3" 8T
no resistance
Dark gray muck, v/soft
w/tr shell
4-10' rods, 3" ST and kelly
No resistance
Dark gray muck, clayey 'v/shell
v/soft
4-10' rods, 3" ST and ke lly
No resistance
Gray clay v/soft tv/silt and
shell
5-10' rods, 3" ST and kelly
No resistance
Gray clay v/soft w/silt
5' 10' rods, 3" ST and kelly
v/little resistance
Gray clay v/soft
Same as above, v/soft
6-10' rods, 3" ST and kelly
No resistance
Gray clay v/soft w/tr org.
mat
Bottom
Wind 10-16 HPH
Water 32.0
Weight of hammer 140#
Drop Dis tance - 30"
Tide 11.6 @ 5:45
Tide 1,7 @ 8:50 PH
(EM
1110-1-1801)
TRANSLUCENT
PREVIOUS EDITION MAY BE USED
UNTIL. EXHAUSTED.
SAMPLE)
(DrJ
111ft' If
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IN •• fI."tII .1
No.1
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Jar 1
Jar 2
Cont. 1
Cont
•. 2
Cont. 3
Cont. 4
Cont. 5
PROJECT -
art
Aransas
Corpus Christi l'1l'i
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