,

"

j

.. i'

Hole No.

3ST-316

DRII.:I.ING

~OG

I

DIVISION

Southwestern

1. PROJECT

Sabine Naches Waterway

2. LOCATION

(Coordinates

or

$JatWlI)

3, DRILLING AGENCY

Dept of the Army, GD, Corps of Engineers

4. HOLE NO.

(As shown on drawing title

and file number)

5. NAME OF DRILLER

Black

6. DIRECTION OF HOLE

o

VERTICAL

D

INCLINED,

7. THICKNESS Of OVERBURDEN

9. TOTAL DEPTH OF HOLE

56.0

3ST-316

Dm. FROM VERT.

INSTALLATION

Ga1v Dist, Eng Div

10. SIZE AND TYPE OF BIT

11. DATUM FOR ELEVATION SHOWN

(TBM

or

MSL)

lbffset 156' East 15.0' South

12. MANUFACTURER'S DESIGNATION OF DRILL

13. TOTAL NO. OF OVERBURDEN

SAMPLES TAKEN

14. TOTAL NUMBER CORE BOXES

1-5. ELEVATION GROUND WATER

: STA.RTED

OISTUDEO

16. DATE HOLE

:23 May

17. ELEVATION TOP OF HOLE

18. TOTAL CORe RECOVER'y FOR BORING

19. SIGNATURE Of INSPECTOR

1

SHEET

OF

SHEETS

I

UNDISTURIED

128 Cant:

i COMPLETED

:23 May 1967

CLASSIFICATION Of MATERiAlS

(Description)

% CORE

REeov.

e'RY

BOX OR

SAMPLE

NO.

REMARKS

ELEVATION

DEPTH

0

b

0.0

2.0 =

2.0

14.0 =

4.0

16.0 =

6.0

18.0 =

8.0

11O.~

-

10.0

112.B-

12.0

114.B-

14.0

116.B-

16.0

118.B-

18.0

120.0=

20.0

122.0::'

22.0

124.0=

24.0

126.0=

1

26

•

0

28.li

28.0

30.0=

30.0

32.0=

1

32

•

0

-

34.0-

34.0

36.-0::

36.0

138.0=

38.0

40.0=

-

40.0

42.0-

42.0

44.-0::

44.0

46.0-

1

46

•0

1

48

•

0

=

LEGEND

,

d

Brown and gray clay w/roots

sand pockets, stiff

Brown and gray clay w/roots

cal nods, sandy pockets, med

Brown and gray clay, w/sandy

layers, cal nods, stiff

Same as above, stiff

Brown and gray clay w/she11

sandy layers, soft

Gray clay w/sandy layers

w/shell, soft

Brown and gray clay w/tr sand

w/ca1 nods, stiff

Brown and gray clay w/sandy

layers, w/ca1 nods, stiff

Brown clay ,'1/cal nods, stiff

Gray clay w/hard clay parts

stiff

Gray and brown clay w/tr sand

w/hard, clay parts,stiff

Gray and brown sandy c1ay,stiff

Brown sand w/clay layers, stiff

Gray clay w/sand layers, stH

Gray and brown clay w/sandy

layers, w/ca1 nods, stiff

Gray clay w/sandy layers,stif

Same as above, stiff

Same as above, stiff

Gray clay w/sandy layers

w/tr she1l,stiff

Gray clay w/sandy layers, stiff

Same as above, stiff \

Same as above,

stiff

Same as above,

stiff

Same as

above,

stiff

continued

PREVIOUS EDtnONS MAY BE USED

(EM 1110-1-180J)

•

(Drilling lime, water loss, depth of

weathering,

e/~

.•

if

significant)

•

Cont. 1

1.00

Cent. 2

0.75

Cont. 3

1.00

Cont. 4

1.00

Cont.

5

0.25 '

Cont. 6

0.25

Cont,. 7

1.50

Cont'; 8

2.00

Cont. 9

1.75

Cont. 10

2.00

Cont. 11

2.25

Cont. 12

2.00

Cont. 13

1.50

Cont. 14

1.00

Cont.

15

2.50

Cont. 16

1.50

Cont. 17

2.00

Cont.

18

2.00

Cont.

19

2.25

Cont.

20

1.25

Cont.

21

1.50

Cont.

22

1.50

Cont.

23

1.50

Cont. 24

1.25

HOLE NO.

%

l!~fR~:M

1836

PREVIOUS EDInONS MAY BE USED

(EM lllQ-l-'BOJJ

j....•...... ::;a01.ne Necnes

'A' GPO In3, OF-1I2-275

Waterway

3ST-316

________

~

___ •

..

~

•.__."_.•

~._"___

.dw_~,,~~~r_'

__

~.~.~,,~

..

~_""'_,>

__

~<_·_·=_,=,=~,,~~_~·>v_ .,~

..

_~_.

__"__,,.....,...__

~

____'

---

-F-------

----------------------

'(

i

.!

'~y

.

I

DIVISION

DRQ,.LlNG.J.OG

1. PROJECT

Sabine Neches Waterway

>

2. LOCATION

(Coordinates or Station)

3. DRILLING AGENCY

4. HOLE NO.

(As shown on drawing

titk

and file number)

!

•

5. NAME OF DRILLER

-

6. DIRECTION OF HOlE

o

VERTICAL

o

INCliNED

Dm. FROM VERT.

7. THICKNESS OF OVERBURDEN

8. DEPTH DRillED INTO ROCK

9. TOTAl DEPTH OF HOLE

CLASSIFICATION OF MATERIALS

ELEVATION

DEPTH

LEGEND

(Description)

a

b

,

d

-

48.0

50.0-

.-

Gray clay, stiff

-

-

50.0

52.0=

Same as above, stiff

-

52.0

54 •.0.::

Same as above, stiff

-

54.0

.-

56.0-

Same as above,

stiff

-=

-

BOTTOMED

-=

-

=

-=

-=

--

=

--

~

--

-

~

--

-=

--

=

-

--

--

-

--

-

--

\

--

-=

=

-

=

••_.- ••_.

oJ~""

.." ........

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

/

INSTALLATION

I

~HEET

OF

SHEETS

10. SIZE AND TYPE OF BIT

II. DATUM FOR ELEVATION SHOWN

(TBM or MSL)

12. MANUFACTURER'S DESIGNATION OF DRILL

13. TOTAL NO. OF OVERBURDEN

!D1STURlED

!UND"TURIED

SAMPLES TAKEN

:

14. TOTAL NUMBER CORE BOXES

1'5. ELEVATION GROUND WATER

16. DATE HOLE

lSTA.RTED

i

COMPLETED

17. ELEVATION TOP OF HOLE

18. TOTAL CORE RECOVERY FOR BORING

%

19. SIGNATURE OF INSPECTOR

%

CORE

BOX OR

REMARKS

RECOV.

SAMPLE

(Drilling time, water loss, tkPlh 0/

ERY

NO.

wealhering, elc., i/ significant)

•

f

•

Cont. 25

1.50

~

Cont.

26

1.50

f-

Cont.

27

1.50

I"

I-

~

Cont.

28

1.50

~

I

~

f:

r-

f-

~

f-

~

I"

I-

~

f:--

~

f:

f-

r-

f::

I--

r-

I

I-

~

I-

f::

I

f::

~

f-

f::

I"

r-

I--

r-

~

f-

f:

I"

f:

f:

f-

.

f:

I

r-

ENG FORM 1836

PRlS"fb .

IHOLE NO.

I

APR 63

PREVIOUS EDmONS MAYBE USED

(EM 1110-1-1801)

a

~ne

Neches Waterway

3ST-316

", GPO 11163 , or-712.Z75

---

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.~.;

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.1}~·

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SWG Form 267(C)

28 Jan 1965

PROJECT:', " ,'0

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,,- \ /

_____

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or)

......

1-"'! ")",;

LOCATION:

J

BORING NO •.

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o

z

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9

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~

i5

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W

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0

ClASSIFICATION

~

ELEVATION TOP BORWG ____

..:

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E-<

"-,

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