"
Hole No
3ST-10
DRILLING LOG
I
OfVISION
f~ST
ALLA nON
ISHEET
South"
;tern
Galv Dist,
En~
Div
OF
SHEETS
1.
PROJECT
10. SIZE AND TYPE OF BIT
Port Aransas-Corpus Christi Waterway
2. LOCA nON
(Coordinates
or
Station)
11. DATUM FOR ELEVATION SHOWN
(TBM
or
MSL)
Tide
12.0
@ 2:00 PM
3. DRILLING AGENCY
12. MANUFACTURER'S DESIGNATION OF DRILL
U.
S. Army Corps of Engineers
4. HOLE NO.
(As shown
on
dtawitl~
title
I
13. TOTAL NO. OF OVER.
,DISTURBED
lUND15TURBED
BURDEN SAMPLES TAKEN: 1 -Tar
,
and file
number)
,
3ST-1O
,
5 Cant
5. NAME OF DRILLER
14. TOTAL NUMBER CORE BOXES
Eck
15. ELEVATION GROUND WATER
6. DIRECTION OF HOLE
ISTARTED
;COMPLETED
16. DATE HOLE
,
28 Apr
,
28 Apr 1964
D
VERTICAL
o lNCL,INED
PEG. FROM VERT.
,
,
7. THICKNESS OF OVERBURDEN
17. ELEVATION TOP OF HOLE
e.
DEPTH DRILLED INTO ROCK
18. TOTAL CORE RECOVERY FOR BORING
%
19. SIGNATURE OF INSPECTOR
9. ToTAL DEPTH OF HOLE
52.0
CLASSIFICATION OF MATERIALS
%CORE BOX OR
REMARKS
ELEVATION
DEPTH
LEGEND
(De~cription)
RECOV- SAMPLE
(Drilling time,
water·lo~s,
depth
of
ERY
NO.
weathering, etc"
if
~ignificant)
a
b
c
d
e
' f
g
-
0.0
38.0=
Water
=
38.0
>=
-
=
Dark gray sandy clay
-
43.0_
=
-
Unable to recover in 2'
run
=
v/soft weight of 5 rods
--
-
and tube, no resistance
Jar
1
I-
43.0
45.Q:
=
Lighti..,gr?ty brown sandy
I-
1=
-
clay w/cal nod, v/stiff
Cont. 1
3.75
I-
~
-
45.0
47.~
Light gray sandy clay
~
,
I--
-
w/cal nod, hard
..
Cant. 2
4.51
I-
=
I-
47.0
49.n.::
Light tan gray sandy clay
,
I---
1=
=
w/cal nod, ht rd
Cant.
3
4.5!
1=
-
,-
49.0
51 •.0.:
Same as above,
hard
Cant. 4
4.51
f---
-
e-
51.0
52.0::
Light gray tan sand
i-
v/stiff
Cant. 5
1.0
~
--=
~
=
Bottomed
r=
--=
f=-
=
t
-
f-
-
i-
-=
I=-
=
f-
f-
-
i-
-
f---
=
-
1=
f-
-=
t=-
=
-
1=
f-
---=
I=-
=
f-
f-
=
f-
f-
---=
I---
-
-
=
-
=
f-
f-
=
f-
f-
---=
I--
-
=
-
=
=-
-
=
=
---=
=-:-
-
=
t=-
--=
=
t=
=-
-
=
=
-
ENG FORM
1836
PROJECT
PtA
C
I
"3'SE Nt
PREVIOUS 'EDITIONS MAY BE USED
(EM 1110-1-1801)
or
ransas- orpus
T-
0
1 APR 63
_. ______.... __ .
.chxi.$.t_L._W,:;ttJ~ .-1:rit~"L._'"_
_____
,~.
__".._"" ...- __
.~_
..._
~
__
·""~_.···_.
__e. __",,.
.-,-.--------.--
..
---.-.'~-.-
..
r
I
,
I
I
'. I
1
I
I
I
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I
!
I
,
1
I
I
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,
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I
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,
I
i
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i
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,
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-j
I
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i
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I
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\
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~;
~:.~;.
~~;-
«:$'
/~;::::,'
r-
7('
/</
r,;=,1
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..,"/.:;o":,c
.:;.;"
CO',0?(,,5 C¢r/S:/:.5
)u;;;
,/.,- ,"
V.--'
;',//
L~G; :/~B~~~~N~~::~/,~
;#
TYPE:
"
~
,/
"',,/
--
/'
3.,
.J.r;)(~-'/ .~;~~/
/'-:./L,:,,<,:::'
LOCATION:
...
>'
,
t.:
w
a
E
t=
.
.iiiI
DESCRIPTION
Of"
MATERIAL
...
>'
'"
'"
~
!
C
I:.
C
H
C
SURF. EL:
I,V
~
.j
f'.,- :7)
I'~
oj
/
3',,5'.0 '
--;
i,ilP:?
r/: G,-ay
.5;;;>"
d y
~
c/ay
I
.....;;.4,
n
2.4-7(;
:,
1<1/J
StJ/Jd-tC/q<I/V/S';;iff;
tj~
ca/C8r-ecU':/ /"ir..
J'-::/'-:.L/~.:5
,
!
./<.:,;26.:;-
0-/'{'-84
'~TaN
ck)/, h<,,--d
"I
1 Cd/car<::c::x:./..:J
/V6'd~h'7:':;"
L
1'1/
•
f'
"_/.,J~""/v'(,)
.....
~
-
/_/I_O~
'
::~:
IdJ;,nJ-
C..-<':;::;/J
hc?rd
ell'
.
H
\1
G';;/c<'?rcoL.-.t.5 /,v'odv/e.
.:Y
" /-:"-"?6
"h
'-/""'J-"t:..-
.../'.
'c:'2_-,~9,",-:,;f~
POCICET- pEN:C;1l\O\1[TEA TONS
I
SO. FT.
PLASTIC
WtlTI!R
LIQUID
""I
! "':
0.5
1.0
'5
0
2.0
2.'
3.0
c.:3
'
0,
~g
."
~9(,
113
99
LIMIT
CONT£N1,
