C hannal to -La
<{Z>vinfa
I'
TYP'
3 She
Iby
Tu be
~
~
r
~
i'j
5-
10':'"
15-
20-
~
I
~
I
DESCRIPTION -OF MATERIAL
~
~
SURF, EL:
wate
r-
LOG OF
BO~ING
NO_'
'.3 5 T-
.3
LOCATION:
POCKET- Pb£rROMETtA TONS
I
SQ. FT
~
------<0
.....
.
ffi
..
~
....
0.6
1.0
l!i
2.0
2.5
l.O
~
<0
1/1
~;;;
PL;AStIC
.wAT!R
LIQUID
•••
U~
G~ttq%
U~
~!-'
+ __________
~
____
.--,-c----------c-+
I
,'I l ,["
If
'0
t
I
I
I
I
"
il
~
..
w
, H
~
'25',
~(/
Tan
Sandy
L-S
= 22, 0
Clay
,St; H
I'~
1-23-70
~
o
,~~"
'
'--,---1-+
I
1-
~6
30-
l=
35-
C
L
~-
5, !
8,0
bJ
I'"
t//l~-ll,J
'
-
-
.
-
-,._-
Tall C Jayey S2\l,d
o
,
68-32
;$:'
/'
r-
vi 5t-'if
.t~d
'
"
\AI hS?lnos-loII(3 N
0<1
~t---+-'---",;r+-:
II,I~"
9-
,~,~
, I
~-'
~
"
I
1 ,
~'
I---
~
,
0'1
+ /;
LS,
= "I- 0
<)
~36-64"
'PI'"
"
40-
TaT1
S;ndy Clay,
ViSf.ff'Y
'
Q
I-
t '"
t-J"
~
d
y/ Ie
il f
N
ii?t--
,~,'-;"+-'----4I--'--+lI--+-----4--,--+-'--+-'-::;-;::>l
-----:---
'
--
~'~
-
r-, "',
,
,-S
0
T31)
$//
fy
5,;!nd------"-'''--- _l"
0
L.S.
-.:
2,5
O~S7~.
_0-
8
s
I=J
c
~L,5_
=,Go
lf9
Gray
CIi1yeY~;7rr~t,t:i-W
,;"j
"'"S1Q;pi.1d~O~"·'DE;,:~'~,:s'2.q'
.. Gt-dY
,9&_I1Y.-S,"ond
DEPTH
to w.
-M.--.b.A.~Lo
J""t7
(':r c;> .t"
'('/
l"Jip-,;>,,<e
II" Ang,••II':
SWN 266(C)
22 AUG 62
'$ . .::;- o.
ER -"
:~'o=TS---~
-it -
'4.~.
Blr.wo( J
.~
J,~T
4,0
G
I '
I
I ,
I
"
--
HOLE NO
_.
3ST-3
l' PROJECT
DEPARTMENT OF THE ARMY
LaQuinta Channel Corpus Chris
SHEET
OF
Southwestern
1
OIVISIOII
2. LOCATlOfil
(co.rd~
... r •• rw
:':UI.O")
IISTALLAT I011 Ga1v Dist, Eng Div
ide1.1 @ 8:15 Tide 0.9 @ 12:30 Tide 0.8 @ 3: 5
DR Illl NG lOG
). ORILLING AGENCY Sta.
280,100
TT
~
Arm" r.n,..rys of En,,;neers
•• HOLE NO.
(A',
.,_. -
d ...
,., .." .....
I lI.
N0.)
S.
NAME Of OR ILLER
3q'l'-,
Smith
6.
DIRECTION Of HOLE
7' TH ICKNESS
\B' DEPTH
9' TOTAL
c:J VERTICAL
c::J INCLINED
VERTICAl"""
Of
OVEIt'"
OR I LLED
DE PTH
OF
BURDE.
INTO ROCK
HOLE
52.0
10. SIZE AND TYPE Of BIT
11.
DATUM fOR ELEVATION SHOWN
112' MANUfACTURER'S DESIGNATION Of DRILL
She 1by Tube - 3"
(TSM
or
IIISL)
1). TOUL NO. Of OVERBURDEN SAMPLES TAKEN
I U. TOTAL
rs'
ELEV.
16.
A
HOL
oISTUR.E.
3 Jars
u""", ""0'"10 Cont
I
:gXE~ORE
GROUND
ISTA.T~
C'\."OlYJg 1963
WATER
10
an
17. HEV. TOP Of HOLE
lB. TOTAL CORE RECOVERY fDA
19. SIGNATURE Of INSPECTOR
BORING (S)
HEVAT ION
DEPTH LEGENE
CLASSifiCATION Of MATERIALS
:E~~:
I
~~~p~!
(DrllJJII, '1_ •••ter I ....
d.~t,..f
(Do.er ipr iO't)
ERY
NO, •••,"r."' .•tc ..
I' .1,,,Illeo"'t
0.0
21. 0::
Water
f=
-
21. 0
24 •..Q.
Tan clay v/sandy, v/1itt1e
-
reaistance, stiff
Cont. 1
1. 25
=-
-
-
24.0
26....Q:
Tan sand fine grain
=
-
clay binder to 25.0
;::-
24.0-24.5 No count
l-
f-
-::
24.5-25.0
7 count
r-
25.0-25.5
9 count
~
:
25.5-26.0
Trap sample
Jar
1
r--
26.S:
Washed
f=-
26.0
Same as above
f-
-
~
26.5
28 ...0:
Tan sand fine grain clay
f=-
:
binder, w/sandstone nod, hard
Cont.
2
4.50,1
r-
-
t:
28.0
30 •
..0:
Same as above
Cont.
3
-
30.0
:
=-
32.5-
Tan clay sand, w/sandstone
-
-=
nod, v/stiff
Cont. 4
3.50
-
32.5
35.0::
-
Tan clay, v/sandy stiff
Cont. 5
1.50
=-
~
~
-=
t:....
35.0
37.5:
Tan and gray blend clay sand
=
-
v/stiff
Cont.
6
3.00
=
-=
37.5
40.0:
Tan and gray blend clay sand
=-
:
w/ca1 nod, hard
Cont.
7
4.25
'-
~
-
'40.0
L,2.0:
::-
Tan clay sand, w/ca1 nod, vis iff
Cont. 8
3.50
42.0
44 •
.0:
-
Tan w/gray blend sand clay
i=-
:
binder, stiff
Cont. 9
1.
75
~
-
r--
44.0
46.~
Tan w/gray streaks sand and
f=-
-
clay in layers
"1/
cal nod
r--
r--
44.0-44.5
No count
r--
...:
44.5-45.0
9 count
f=-
45.0-45.5
12 count
