tlULt.

wu.

6ST-B

1.

PROJECT

I SHEET

DEPARTMENT OF THE ARMY

Matagorda Reservoir Site

OF

DIVISION SouthHestern

2.

LOCATION (Coor ......

u.

or

""UIO")

IISTAUATIO.Galv Dist, Eng Div

DR I LLI NG LOG

3' IJIIILLlOG AGENCY

U.

S. Armv Corps of Engineers

Ii. HOLE NO.

(A.,

.n_n Oft .. , •• ,ft' • H ,a ._

r

I

HI II •• )

5. "ME OF DRILLER

6ST-B

.

Watts

6'

DIRECT ION Of

KOLE

7. THICKOESS

lB' DEPTH

19'

TOTAL

~;~~;~~l·

'"

OF OVER"

DRILLEO

DEPTH

c:J

VERT ICAL

c:::J

INClIlHO

BURDEO

10TO ROC'

HOL[

O§O.O

10' SIZE '00 TYPE OF BIT

11. DATUM fOR [lE\lATION SHOWN

112'

MANUFACTuRER'S DESIGNATIOH OF DRILL

Shelby Tube - 6"

(TBM

or

""L)

13'

TOTAL NO. Of OvERBURDEN SAMPLES

TAK£~

I iil- TOTAL

rs' £Ln.

16.

•

HOL

D s

UA:8[O

"'U"'U"'U

14

Cont

I

:irl°

RE

GROUlifD

1

51

to"O

I COMPlETED

WATER

Dec

4 Dec 1963

17. ELEV. TOP OF HOLE

18'

TOTAL CORE RECOVERY fOQ

19. SIGNATURE

or

INSPECTOR

+1:2.7

BORloe (S)

ELEVATIO'

DEPTH LEGEM

CLASSifiCATION

(D ••

eript

OF

ioft)

MATERIALS

:E~~~

I~~pr!

(DrJlIJn,

tJ_." ....

,.~"J

....

da,.t •• 1

ERY

00.

••• tlwrJ",. ate.,

U .1"IJI.e ... ')

0.0 2.0 -

Tan w/gray sandy clay w/roots

~

"

"

med to stiff

Cont.

1

Top

0.5

r-

-=

d-1..

Bottom

1.0

f-

=

~

2.0

4.0

-::

"

-

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

"'.-,.~.,

Tan

and

.••••

clay

tr

, ...

shell

, .•

w/fine

"~,~,."

frag,

••• -".,,.=.,-,.

sand

v/stiff

seams

, •.. , ......

,.~-,.

':':",,::--,.

Cont. 2

2.0

r-

f-f-

f:-

Lf.O

6.0

-=

=

----~----:.

-·~wl£!§ly.§.e,ams,<Lr:y

4.0-5.0

fine gray

.

.-_.~-

sand

~,

..

... ...",'

",-,,-,

r-

f-f-

~

:

.-

5.0-6.0 Bro;lll clay hard '

Cont. 3

4.0

--

6.0

8.Q..:

"

Brown clay hard

,,:, C

Cont.

4

4.5

-

=-

B.O

10.0:

-=

"

Tannish,

to stiff

brown

and moist

clay hard

at bottom

Cont.

Bottom

5

Top

4.0

1.5

-

=

=-

=

=

12.0

10.0

12..[

14.0:

.-

-

Tannish

Bro;lll

w/gray

brown

clay

clay

moist

v/stiff

stiff

Cont.

Cont.

6

7

2.5

1.5

::.

-

=-

-

14.0

16~

. -

Brmvn w/gray clay stiff w/tr

=-

org. mat

Cont. 8

1.5

-

"

-

-=

=-

16.0

1B.0:

"

---

. __

Brown

~_.

pockets

_____

clay

~

___

stiff

~_"_~

______

w/fine

~

__

~ "~

sand

__

~

"r"'"-'-

"'-

_._-

Cont.

9

1.0

-

--

-

18.0

20.<t

"

No recovery, same as below

-

=-

22.0

20.0

22.J[

24...a::

.-

:

-

frag,

Gray

Bluish

w/shell

clayey

saturated

gray

frag,

sand

clayey

soft

v/soft

w/shell

sand

<,C

.)

Cont.

Cont.

10

H

0.25

0.0

::.

=-

-

-

:::::

-

=

24.0

26.0

26..0:

2B.0:

-::

.

w/shell

Bluish

Same

.

...

as