Hole No.

3ST-321

--:---1

PIVISIGSN

DRILLING LOG

",-..

Southwestern

I. PROJECT

I~~h';n~

N,:. ....

h,::)~

2. LOCATION

(Coordinates or Station)

3. DRILLING AGENCY

D~t

of the Army. GD. Corps of Engineers

4. HOLE NO.

(As shown on drawing tille

and file number)

S.

NAME OF DRILLER

Black

6. DIRECTION Of HOLE

o

VERTICA.L

D

INCLINED

7. THICKNESS OF OVERBURDEN

8. DEPTH DRILLED INTO ROCK

9. TOTAl DEPTH 01' HOLE

3ST-321

O~.

fROM VERT.

56.0

INSTAlLATION

Galv Dist, Eng Div

10. SIZE AND TYPE OF BIT

11. DATUM FOR ELEVATION SHOWN

(TBM

or

MSL)

12. MANUFACTURER'S DESIGNATION OF DRILL

13. TOTAL NO. OF OVERBURDEN

SAMPLES TAKEN

14. TOTAL NUMBER CORE BOXES

1-5.

ELEVATION GROUND WATER

: DISTURBED

: 2 Jars

I STARTED

i

27 Apr

16. DATE HOLE

17. ELEVATION TOP OF H?LE

18. TOTAL CORE RECOVERY FOR BORING

19. SIGNATURE OF INSPECTOR

I

SHEET

OF

SHEETS

.:

UNDISTURIED

: 27 Cont

: coMp"LnED

:27 Apr 67

CLASSifiCATION Of MATERiAlS

(Description)

% CORE

RECOV-

ERY

80X OR

SAMPLE

NO.

REMARKS

ELEVATION

o

0.0

2.0

4.0

6.0

8.0

10.0

12.0

14.0

16.0

18.0

20.0

22.0

DEPTH

b

2.0 -

4.0-.::

6.0-.::

8.0 :

10.0:

12.0:

14.0:

16.0:

18.0:

20.-9-

22.0-

24.0:

LEGEND

d

Brown clay

w/cal

nods, grass

roots, organic material.

v/stiff

Brown clay w/sand.seams

stiff

Brown clay w/sand seams

and sand

pockets, some cal

nods, medium

Brown and

gray sandy clay

Trace of veg. at 8.0., stiff

Gray sand within layer of

gray clay, stiff

Gray sandy clay w/shell frag

medium

Gray

clay w/sand pocket

stiff

Brown and gray clay w/cal no,

stiff

Same as above, stiff

Gray sandy clay, stiff

Brown sandy clay, stiff

Gray clayey sand, w/cal nods

stiff

•

I

(Drilling lime, water loss, depth 0/

weathering, etc.,

if

significant)

•

Cont. 1

3.75

Cunt. 2

1.00

Cont.

3

0.75

Cont. 4

1.00

Cont.

5

1.25

Cont.

6

0.50

Cont. 7

1.00

Cont. 8

1.25

Cont. 9

1.50

Cont.

10

1. 75

Cont. 11

1.75

Cont. 12

1.50

%

24.0

26.0:

Brown silty sand w/clay

seams, traces of sandstone

24.0-24.5 No count

24.5-25.0 7 blows

25.0-25.5 11 blows

25.5-26.0 No count

-,,\'\,\

J~

. '\

26.0

29.0

29.5

30.0

31.5

32.0

34.0

29.0:

29.5:

30.0-

31.5-

32.-0:=

34.0:

36.0-

ENG FORM

1836

I APR 63

Same as above, washed

Brqwnsilty sand w/clay

layers.

Brown clay w/silt and sand

layers, stiff

Brown clay w/silt selms,

sti~f

Gray clay w/org. mat. v/stif

Same as above, stiff

Same as above, stiff

continued

Y..

~

\

;

,

Jar

1

No sample

Jar 2

Cont.

,13

1.25

Cont. 14

1.50

Cont. 15

2.00

Cont.

16

1.50

Cont.

17

1.50

PREVIOUS EDmONS MAY 8E USED

(EM 1110-1-1801)

PROJECT

-- - ------p:tOlE-

NO.

Sabine Neches

I

11 GPO Ins: OI"-71Z-Z75

Waterway

3ST-321

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28 Jan 1965

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