..
,
DRILLING LOG
l
DIVISidN
.
Southwestern
1. PROJECT
S.abine Neches Waterway
2. ,LOCATION
(CoordinrJles or Station)
3. DRILLING AGENCY
D~nt
of the Army, GD
4. HOlE NO.
(As shown on drawing title
and file number)
5. NAME OF DRILLER
Smith
6. DIRECTION OF HOLE
Corps_QJ Engrs
3ST-319
Hole No.
3ST-3l9
INSTALLATION
Galv Dist, Eng Div
10. SIZE AND TYPE OF 81T
11. DATUM FOR ELEVATION SHOWN
(TBM
or
MSL)
12. MANUFACTURER'S DESIGNATION Of DRILL
13. TOTAt NO. OF OVERBURDEN
SAMPLES TAKEN
14. TOTAL NUMBER CORE BOXES
1-5. ELEVATION GROUND WATER
: STARTED
: DISTURBED
: 2 Jars
I
SHEET
OF
SHEETS
: UNDISTUR8ED
:19 Cont
: COMP'LETEO
D
VERTIcAL
D
INCLINED,
OEG. FROM VERT.
16. DATE HOlE
:
9 June
: 9 June 1967
7. THICKNESS Of OVERBURDEN
8. DEPTH DRillED INTO ROCK
17. ELEVATION TOP Of HOLE
.18. TOTAL CORE RECOVERY FOR BORING
19. SIGNATURE OF INSPECTOR
9. TOTAL DEPTH OF HOLE
54.0
ELEYATION
I
DEPTH
a
b
0.0
9.0
13.0
15.0
17.0
18.0
20.0
22.0
24.0
26.0
28.0
30.0
32.0
34.0
36.0
38.0
40.0
42.0
44.0
46.0
48.0
50.0
52.0
9.0 =
13.0-
15.0-
17.
a:
18.0-
20.0-
24.0-
24.0-
26.JI:
28.0::
30.0::
32.0-
34.JI:
36 •. 0-
38.0-
40..a::::
42.0-
44.0-
46£
48.0-
50.0:::
52£
54£
ENG FORM 1836
1 APR 63
CLASSifiCATION OF MATERiAlS
% CORE
BOX OR
REMARKS
(Description)
RECOY-
SAMPLE
(Drilling time, water loss, depth of
ERY
NO.
weathering, etc.,
if
significant)
LEGEND
d
•
•
Water
Gray
clay, v/soft
Brown sand w/clay
Brown sand, trace of clay
No recovery, believed same
as above
Brown
sand
Brown clay silt layered
v/stiff
Brown gray clay w/silty sand
layers, stiff
Same as above, stiff
Brown gray clay and silty
sand layered, stiff
Same as above, v/stiff
Cont. 1
Cont. 2
Jar' 1
Jar 2
Cont. 3
Cont. 4
Cont. 5
Cont. 6
Cont. 7
Gray
clay w/sand layers,
stif~
Cont. 8
Same as above, stiff
Same as above, stiff
Same as above, stiff
Gray clay w/sand seams, stiff
Gray clay, stiff
Gray clay, stiff
Gray clay, stiff
Gray clay, stiff
Gray clay, tr sand, stiff
Gray clay w/sand w/shell
fra~
stiff
Same as above, stiff
\
BOTTOMED
Tide 2.4 at 8:05 AM
PREVIOUS EDITIONS MAY BE USED
(EM 1110-1-1801)
to GPO
It" :
OF-712-275
Cont. 9
Cont.
10
Cont. 11
Cont.
12
Cont. 13
Cont.
14
Cont.
15
Cont.
16
Cont.
17
Cont.
18
Cont. 19
PROJECT
Sabine Neches Waterway
0.0
3.00
1.25
1.25
1.00
2.00
1.50
1.00
1.25
l.50
1.50
1.50
l.50
1.50
1.50
1.50
1.25
1.50
I
HOlE
NO.
3ST-319
%
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SWG Form 267(C)
28 Jan 1965
PROJECT: ,(",-7"&"7
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3':r/319
DATE DRILLED
09,;?,'/)e- /_9< 7
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