HOLE NO

.

3ST-lll

1. PROJECT

T~

DEPARTMENT

OF

THE

ARMY

SHEET

OF

Port

R~ansas-Co~us

Chrisri

DIVISION

Southwestern

2. LOCATION (COord.,...,.. or 5,.. r,0")

INSTALLATION Galv Dist, Eng Div

Aransas Pass

DRilliNG LOG

). DRILLING AGENCY

U. S. Armv Corps of Engineers

u.

HOLE NO. (A.'._,,_n on ar•• ,n' ru,....

"'.110.)

S. NAME OF OR ILLER

3ST-lll

Smith

6.

DIRECTION

or

HOLE

7. TH ICKNESS

r.

DEPTH

\9' TOTAL

c::J VERT ICAl

J

c:J INCLINED

VERT I CAlWl1

n

OF OVEII""

OR I LLED

DEPTH OF

52

BURDEN

INTO ROCK

HOLE

.0

10. SIZE ANO TYPE OF BIT

11. DATUM FOR ELEVATION SHOWN

112' MANUFACTURER'S DESIGNATION OF DRILL

She lby Tube - 3"

(TSM

or

MIL)

I). TOTAL NO. OF OVERBURDEN SAMPLES TAKEN

110. TOTAL

rs,

ELEV.

16.

A

HOL

0'STU.8'D

5

UNH,.

""0<" 3 Cont

I

:gXE~ORE

GROUND

IStARTEO

I COMPLETED

,3

Jars

WATER

29 Apr

29 Apr 196

17. [lEV. TOP OF HOLE

IS. TOTAL CORE RECOVERY FO.

19. SIGNATURE OF INSPECTDR

SORING (S)

ELEVAT 10

DEPTH LEGEN

CLASSIFICATION

oF

MATERIALS

:E~~~

I

;~~P~~

(DrJIlI ..,

tJ.....h, , ....

"."tll .1

(D••

cr ;pt ion)

ERY

NO'

••• ".rl,," .•te ..

J/.i'rlJllc...')

0.0

:8.0.,

Water

=

'--

-~-

-----

.

--

____

,_,,~~

__

~,

......

~~"'~"~~~....._,;

.

.,.,.~.".v~

-

28.0

30.Q..

4-10' rods, 3" ST No resistance

-

Gray muck v/soft w/sand clayey

;::-

-

@ 30.0

Jar 1

-

-::-

-

__.¥__

~

________

,_,,-.~~_~-"'"'.v

,--_.

~-''''''

.-....,..,~

............

,-.-,-~~~~>~---

...

--~.,.-~-.-~-~-,-,.

~

30.0

32.0.

Gray, sand, clayey, med to

1=

:

'

v/sttff

Cont. 1 Top 0.75

r-

Bottom 3.0

~

-:

I

,eo

r

f=

32.0

34.5:

Gray and rust sand, clayey v/st ff

l!

5!-,l-l

=

-=

w/some sandstone nod

Cont.

2

3.5

c-_

--;:,';

---

-

,..,...-"""""""

-

34.5

37.0-

-Gray-,-;and- w/sand

-nod-a~~(rt-r---

-"...

~---,-"-~---.-~~--",-----.--.-~.~--,,-.---

-=

=

clay, soft

Cont. 3

0.25

:::....

-

~

37..0

39.0:

37.5-38.0 12 blows

~

..::.

38.0-38.5

13 blows

~

:

Gray sand, med, fine, w/sandsto

e

I=-

-

nod

~-

Jar 2

~

..::.

--

39.0

42.0 -

Washed, same

as above

r=-

-

-

,

-

42.0 44.0.:

42.5-43.0 17 Blows

=-

::

43.0-43.5

19 blows

-

::

Gray

and sandstone

brown

nod

sand w/clay seam

Jar 3

V/O-(IA')/

'=

-

-:

44.0

4(>.0 ::

.

Washed, same as above

=-

46.0

47.0

-

-

Washed, same

as below

:-

.

-

47.0 49.0..:

4.7.5-48.0 13 blows

=-

:

48.0-48.5 19 blows

=

-

:

Gray and brown sand

wi

clay seam.

--'

-::

and sandstone nod

Jar

4

-

,-.

,,,,.,,.,,,,,"',

49.0

50 5.

Washed, same as above

1=

..

-:

i--

50.5 52.5.

51.0-51.5

23 blows

~

-

51. 5-52. 0 24 blows

-

.

Gray and brmon sand w/sandy

,-