DRILLING LOG

1.

PROJECT

j

OIVISION

Southwestern

Neches River - Channel to Evadale

2. COCA nON (Coordjnates- or

Station)

3. DRILLING AGENCY

Ln. s.

Armv

_of Rnp;

4. HOLE NO.

(A~li]

shown

on

drawjnQ title

I

Bnd

file nurnbeJ:')

I

5. NAME OF DRILLER

Curtis

6. DIRECTION OF HOLE

D

VERT.lCAL

D

INCLINED

7. THICKNESS OF OVERBURDEN

8. DEPTH DRILLED INTo ROCK

9. TOTAL DEPTH OF HOLE

20.0

3ST-29

DEG. FROM VERT.

Hole No.

3ST-29

I~STALLATION

Ga'v Dist, _Eng Div

j

5HEET

_ .OF

SHEETS

10. SIZE AND TYPE OF BIT

'1, DATUM FOR ELEVATION SHOWN

(TBMorMSL)

12. MANUFACTURER'S DESIGNATION OF DRILL

13. TOTAL NO. OF OVER-

:DISTURBED

BURDEN SAMPLES TAKEN\

3 Jars

14. TOTAL NUMBER CORE BOXES

15. ELEVATION GROUND WATER

16. DATE HOLE

{STARTED

: 25 Feb

17. ELEVATION TOP OF HOLE

18. TOTAL CORE RECOVERY FOR BORING

19.

SIGNATURE OF INSPECTOR

,

rUND1STURBED

,

'COMPLETED

: 25 Feb 1966

%

ELEVATION I DEPTH ILEGEND

CLASSIFICATION OF MATERIALS

(Description)

%CORE I

BOX OR

RECOV- SAMPLE

ERY

NO.

REMARKS

(Drillins time, water

,loss,

depth

of

weatherinS, etc.,

if

significant)

a

g

0.0

4.0

13.0

15.0

lS.O

20.0

23.0

b

4.0

13.0_

15.0-

lS.O-

20.0

=

23.0=

25.0_

ENG FORM

1836

1 APR 63

c

d

Embankment

Water

Gray

sand, clay layer and

organic

13.0-13.5 No count

13.5-14.0 1 blow

14.0-14.5 No count

Same as below, washed

Gray

sand,

lS.0-lS.5

lS.5-19.0

19.0-19.5

19.5-20.0

medium clay

No count

7 blows

12 blows

No count

Same as below, washed

layer

Gray sand, medium w/clay laye

No recovery on sand, .2 clay

in tube, washed sand

23.0-23.5 No count

23.5-24.0 19 blows

24.0-24.5 17 blows

24.5-25.0 No count

BOTTOMED

River Bank 4.0

Water depth 9.0

PREVIOUS 'EDITIONS MAY BE USED

(EM 1110-1-1801)

e

f

Jar 1

No sample

Jar 2

No sample

Jar 3

PROJECTNeches River

---- -------- '" I-HOLE NO.

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SWG Form 261(C)

28 Jan 1965

TEST DATA SUMMAkY.

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DATE DRILLED

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