..

Hole No.

3S

-24

i

DRILLING LOG

I

DIVISION

IIliSTALLATtON

SHEET

Southwestern

Galv Dist, Eng Div

OF

SHEETS

11.

PROJECT

10. SIZE AND TYPE OF BIT

, Neches River - Channel to Evadale

: 2. LOCATION

(Coordinates

01'

Station)

11. DATUM FOR ELEVATION SHOWN

(TBM

or

MSL)

12. MANU FACTURER'S DESIGNATION OF DRILL

3. DRILLING AGENCY

U.

S. Army Corps of Engineers

4. HOLE NO.

(As shown

on

drawin~

title

I

13. TOTAL NO. OF OVER-

,DISTURBED

jUNDISTURBED

and

file

number)

:

3ST-24

BURDEN SAMPLES TAKENl

5 Jars

: 1 Cent

S. NAME OF DRILLER

14. TOTAL NUMBER CORE BOXES

Curtis

15. ELEVATION GROUND WATER

6. DIRECTION OF HOLE

ISTARTED

'COMPLETED

16. DATE HOLE

,

24 Feb"

,

24 Feb 1966

o lNCL,INED

,

D VERT.lCAL

OEG. FROM VERT.

,

,

17. ELEVATION TOP OF HOLE

7. THICKNESS OF OVERBURDEN

18. TOTAL CORE RECOVERY FOR BORING

%

e.

DEPTH DRIL'LED INTO ROCK

19. SIGNATURE OF INSPECTOR

9. TOTAL DEPTH OF HOLE

30.0

CLASSIFICATION OF MATERlf'LS

%

CORE BOX OR

REMARKS

ELEVATION

DEPTH

LEGEND

RECOV- SAMPLE

(DriIIing time, water.Joss, depth

of

(Description)

ERY

NO.

weathering,

etc"

if

significant)

a

b

c

d

e

f

g

0.0

6.0 -

Water

~

6~0

10.2..=

-

White sand,

fine to medium

~

.

-

grained, saturated, washed sa

ple

I::-

-

Unable to pickup w/splitspoon

~

=

casing drove ahead w/pentrome

er

Jar

1

f-

-

I---

-

I-

10.0

16.5=

Same as above

No sample

~

-

I-

lG.5

-=-

White sand, medium grained

I---

18.0-

I-

-

medium dense, w/fine gravel

I-

=

at 17.8

~

-

16.5-17.0

3 blows

f--

-

I-

=

17.0-17.5

12 blows

l-

I-

-

17.5-18.0

10 blows

Jar 2

I-

-=

I---

I-

18.0

20.5 =

Washed,

same

as above

f:=

20.5

-=-

=-

22.0-

Decayed wood and white medium

-

-

grained sand, sample is washe(

-

-

No recovery w/pentoometer

=

-

-

21.0-21.5

2 blows

-

-

21.5-22.0

4 blows

Jar 3

-

22.0

~

-

Washed,

same

as below

=

26.0_

-

=

-

-

26.0

27.6-

White sand mediumi;grained

-

--=

dense

=-

-

26.0-26.5

Seat pent

=

--=

26.5-27.0

16 blows

-

27.0-27.5

24 blows

Jar 4

-

=

=

-

-

27.5

28.0-

Gray and brown very fine

~

-

grained silty sand

Jar 5

=

1=

28.0

-

30.0-

Light gray and brown clay

~

-

beaumont,

hard, moist, w/few

I---

-

I-

-

small silt pockets and lenses

Cont. 1

4.25

I-

~

-

BOTTOMED

I---

-

I-

-

Water

16.0

=-

~

-

Bank 4'

-

I-

-

I-

-

'-

-

I-

-

I---

-

c-

=

t:

-

=

-

1=

~

-

=

1=

~

=

I-

=

~

--=

I---

f:::

--=

=

1=

r=-

=

I-

-

I-

-

I-

ENG FORM 1836

PROJECT

Neches River

lHOLE NO.

PREVIOUS 'EDITIONS MAY BE US EO

(EM 1110-1-1801)

3sT-24

, APR 63

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SWG Form 261(C)

28 Jan 1965

PROJEGr :

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BORING NO.,S

S t

-

2.

4

LOCATION:

C /; t1

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Cl

d

ct

Ie

TEST DATA SUMMARY

DATE DRILLED 24- ;::;;' /; /

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z

o

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is

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r 10-;:;

ClASSIFICATION

ELEVATION TOP BORING ____

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