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SWN 266(
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HOLE
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3ST-l
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DEPARTMENT
OF
THE
ARMY
1. PROJECT
j}
I-j
SHEET,
OF
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ho
DIVISION
SQuthwestern
Lat1uinta Channe 1 ",!-,_-
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2. LOCATION (coord,,.., •• or StatJon)
J
INSTALLATION
Galv Dist, Eng Div
-170' S
DR ILL! NG lOG
3. DRILLING AGENCY
U. S. Army Corps of Engineers
1&. HOLE NO.
(A •
•
It_n on dr•• Jn, rUI••""
Ijl. 110.)
5. NAME OF DRILLER
3ST-l
Griffin
6.
DIRECTION OF HOLE
7. TH ICKNESS
Ie.
DEPTH
9. TOTAL
C::l
VERT ICAl
c::J INCLINED
'lITl>lITIT.
T"
OF OVER-
OR I LLED
DEPTH OF
52
0
VERT I CAl
BURDEN
INTO ROCK
HOLE
•
10. SIZE 'ND TYPE OF BIT
11. DATUM FOR ELEVATION SHOWN
112. MANUFACTURER'S DESIGNATION OF DRILL
She lby Tube - 3"
(T8M
or
MSL)
13. TOTAL NO. OF OVERBuRDEN SAMPLES TAKEN
TI0'
TOTAL
115' HEV.
16.
AT
HOL
lITITu••
,o 5 Jars
lUND I
4 Cont
I
:~y<~ORE
.
GROUND
IST~'M'8v
B°'!l'bV'f962
WATER
17' ELEV. TOP OF HOLE
Ie.
TOTAL CORE RECOVERY FOR
19. SIGNATURE OF INSPECTOR
BORING
(S)
ELEVATIO.
DEPTH
LEGE.!
CLASSIFICATION OF MATERIALS
I:E~g~~
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(DrJIlJn,
tjll!••
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d.ptll
01
(D••er
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;on)
ERY
MO,
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0.0
21.Q
Water
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21.0
22:1J
Clay brown stiff
Cont. 1
2.0
~
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I-
22.0
23~
Sand fine white clayey
Cont. 2
l-
I=.-
-
23.0
26.Q
Washed, same
as above
=
-
-
-
26.0
27:3
Sand fine clayey white
f='""
-
w/sandstone nodules
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26.0-26.5 No count
f::-
26.5-27.0 13 blows
I-
:
27.0-27.5 13 blows
Jar 1
~
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f::-
27.5
30:0
Washed, same as above
I-
30.0
31~
:
Washed,
I--
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~
31.0
33.0:
Sand
fine grain w/sandstone
l-
I-
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nodules white, hard
Cont.
3
4.$01
I-
-
~
33.0
36.Q
Washed, same
as above
l-
I--
-
f::-
36.0
37:3
Same as above, c
Jar 2
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I-
36.0-36.5 No count
l-
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36.5-37.0
8 blows
l-
I-
37.0-37.5 13 blows
J.
~:
~
:
Clay gray brown
Jar
3
I-
~
37.5
40:0
Sand clayey gray and brown w/
I--
.1=-
:
cal nodules
Cont.
4
2.25
I-
40.0
43~
Washed, same as above
