~

.

HOLE NO

3ST-44

1.

PROJECT

~I

'DEPARTMENT OF THE ARMY

,

Port Aransas-Corpus Christi

HEET

Of

DIYISIOII

Southwestern

2.

LOCAl LON

(coor""'" 0< St., .0.)

IHSTALLATlO.Galv Dist, Eng Div

Aransas Pass, Tex,

DRILLING LOG

). DRILLING AGENCY

U. S. ArmvCorps of Engineers

a.

HOLE NO.

(A.';ift_n _""7u.Tn,f"1TTe

.,.TlIi

NO.)

5.

NAMt: Of DRILLER

3ST-44

Smith

6.

DIRECTION Of HOLE

7' THICKNESS

18'

DEPTH

19'

TOTAL

CJ

VERTICAL

T c:J

INCLINED

~D£G.E£S

WITH

Of OVEtt""

DR ILLED

DEPTH Of

52 0

VERTICAL

BURDEN

INTO ROCK

HOLE

•

10.

SIZE AND TYPE Of

BIT

11.

DATUM fOR ELEVATION SHOWN

\12,

MANUfACTURER'S OESIGNATION Of DRILL

Shelbv Tube - 3"

(T8"

or

MI.)

I). TOTAL NO. Of OVERBURDEN SAMPLES TAKEN

110.

TOTAL

r5'

ELEV.

16.

A

HOL

DISTURBED

2

Jars

U~4

Cont

I

:~Xf~ORE

GROUNO

WATER

ISTARTED

18

Anr

I

18

co.

Aor

L£TEO

196

,3

17.

E LEV. TOP OF HOLE

lB' TOTAL CORE RECOVERY FOP

19.

SIGNATURE Of INSPECTOR

BORING

(1<)

[LEV AT

10'

DEPTH LEGEN!

CLASSIFICATION

(" •• cr ipt

OF

ion)

MATERIALS

I:E~~E

ERY

I

;~~p~'

NO'

(Drlllln,

••• ,,-,1 .. ,.

tJN.R;~~~S

_te.,

If

al,nUle

I .... tI.,,"'.f

... t,

0.0

32.0.

Water

~

32.0

37.2-

4-10' rods and 3" ST fell

~

to 37.0. 'No resistance

~

Dark gray clay mucky w/shell

Jar

1

I-

=

I-

37.0

39.~

-

Gray

4-10'

No resistance

clay

rods,

mucky

3" ST

w/shell

and ke

frag

lly

Cont.

1

~

:::-

=

=

39.5

42.0.

4-10' rods 3" ST and kelly

~

-

-

No

Gray

resistance

clay v/soft

Cont.

2

1=

~

~

42.0

44.i:

Same as above

I--

:

No reSistance, v/soft

Cont.

3

I-

,:

~

44.5

47.Q....

:

-

46.0-47.0

Same as above

Gray

to

sand

46.0

w/shell

Cont.

4

I-

I=-

~

47.0

49'L

-

Gray sand med silty w/shell

Jar

2

I-

~

49.5

50.0 :

Same as above

No sample

;-

r-

-

f:-

50.0

52.0:

-=

:

-

Bottomed

No

Gray

recovery

clay

in

sandy

above

v/soft

No sample

\=

~

t

:

Hater 32.0

~

Weight of hammer 140#

1-'

-::

:

.

Tide

Drop

11.4

Distance

@ 1:40

- 30"

PM

r

1=

-::

: