HOLE .0

, .'

6ST-5

I' PROJECT

DEPARTMENT OF THE ARMY

Mat~~orda

Reservoir Site

SHEET

OF

DIVISION

ScutbMestel:D

2. LOCATION (coordi,..,.. or St.,.OI'I)

IHSTAUATIOlI

Galv Dist,

En~

Div

NBav Citv.

Texas

DR IlLi KG lOG

J. DRILLING AGENCY

U.

S.

Armv

Corps of Engineers

la. HOLE NO. (Ao,

.~_"

on---.rr •• -rn, r.u ,.

~,."

, Ue 110.)

5. .. ME OF DRILLER

6ST-5

Watts

6.

DIRECTION or HOLE

7. THICKNESS

18' DEPTH

9' TOTAL

T,c::J INClINEO

DrrIITIT

wonr

OF OVER-

DR ILLED

DEPTH OF 75 0

CJ VERT ICAl

\l£RTICAl

BURDEN

INTO ROCK

HOLE

•

10. SIZE AND TYPE OF 81T

11. DATUM FOR [LEV AT ION SHOWN

112' MANUFACTURER'S DESIGNATION OF ORILL

Shelby Tube - 6"

(TBII

or

MSL)

13' TOTAL NO. OF OVERBuRDEN SAMPLES TAKEN

-TlIl. TOTAL

1'5' [lEV.

116.

A

HaL

01," UR" 0

4

Jars

UNO ISTU.."1.9 Cont

I

:~;r~ORE

GROUItO

WATER

I

SirTb~c

'fg'

'fi~\::"

1963

17. ELEv. TOP OF HOLE

le. TOTAL CORE RECOVERY FOR

19. SIGNATURE OF INSPECTOR

oI-/().8

SORING (Ii)

[LEvAT ION

OEPTH

lEGEN[

CLASSIFICATION OF

~AHRIAlS

I:E~~~

~~~P~:

(DrJllln, "- •

•• hr

1 __ • do,.,,..f

(D •• c, 'pl.OII)

ERY

NO.

.... tNrl"' •• te.,

If

aJlltHlc.,,')

0.0

2.0

med,

Brown

sandy

silty

at

clay

2.0

w/roots topso

1

Cont.

1

0.5

~

~

4.0

2.0 40:

6.Q...

.

--

-

Brown

Brown silty

fine silty

sand,

sand,

w/tr

dry

clay

/'7

~,_

Jar

Jar

2

1

f::-

--

=-

~

6.0

8.0

=

6.0-7.0

8 blows, same as abov

l-

I-

...::

7.0-7.5

8 blOWS, fine sand

I-

,:

-

w/hard

clay at

clay

bottom

seams,

Jar

3

l-

r=-

I-

-

.

"~

l-

8.0

10:0:

Brown clay hard

C., /"

Cont.

2

4.51-

-I-

-

.,."_" __ ,, .. ,, ___ ,, __ . __ """.

",,,'c~.~"".""

__

,_.,,, ___

.,,,,,~,-,_

•. 'l"."-"

... '_"-Co

0< ' ','

1=

10.0

12&

-'

moist

BrQwn

and

clay

stiff

w/tr org. mat.

Cont. 3 Top

1.75

I=-

~.

:

-

C

l~

..

Bottom 1.25

1=

~

-

12.0

14.0:

Brown w/gray clay, stiff

I=-

:

w/tr org. mat.

Cont.

4

1.50

~

-

I=""'

14.0

16.0:

Same as above to 15.0

15.0-16.0 Gray clayey sand

I-

-

Cj(

~

...::

med

-~

Cone.

5

Top

1.5

~

-

Bottom 0.5

=

f=

16.0

18 • .0: '

Gray sandy clay v/soft

~

-

w/tr shell

Cont. 6

0.0

~

-

f=

18.0

20 •

.n::

Tan w/gray sandy silty clay

(i

i<- __

I-

~

-

soft to stiff

Cont. 7 Top

0.25

-

Bottom

1.75

~

-

~

20.0

22.0::

Tan clay and silt layered

I-

-

stiff to v/stiff

Cont. 8 Top

1.0

f=

-

-

I

Bottom 2.25

I-I-

l=-

22.0

24.0_ ,

Ta~

clay v/stiff

Cont.

9

3.5

~

::

I=-

24.0

26.0_

Same as above, v/stiff

Cont. 10

3.0

I=-

=

/

~

('!

-

26.0

28.~

-

Tan clay v/stiff

Cont.

U

2.75

=-

~

28.0

30.0-

Same as above, v/stiff

Cont. 12

2.5

:::

=-

30.0

32.0_

Tan Clay w/sand and silt

-

-

pockets at bottom

=

-

-

-

v/stiff to stiff

Cont.

13

Bottom

Top

1.75

2.25

=

=

=-

b2.0

34.S:

-

V

Tan

pockets

clay v/stiff w/fine sand

Cont.

14

3.25

=-

~

36.~

'i

V

=-

4.0

Tan silty clay w/fine sand

1.0

~

-

-

seams,

stiff to v/stiff

Cont. 15 Top

-

:

Bottom

2.5

-

-::

:

-

continued on next page

=

=-

~

ENG FORM

1836

(EM

1110.1-1801)

,1 MAR 61

TRANSLUCI$NT

PREVIOUS EDITION MAY BE USED

UNTIL EXHA.USTED.

HQJECT Matagorda Reserv ..

iu:

10. 6ST-5

Site

---

HOLE .0

.

6ST-5

l' PROJECT

I SHEET

DEPARTMENT DFTHE ARMY

Matallorda Reservoir Site

OF

OIYISIOII

2"~

LOCATION (C.orefi,..,.. or sr.r •• n)

IISTALLATION

,

DR ILL IKG LOG

3' DlillllNG AGENCY

I

Ii. HOLE NO.

(A.,

en .. " on Q'r ••• n, r

if , ...... ,."' ".,)

5.

NAME

OF DRillER

6.

DIRECTION OF HOLE

7. THICKNESS

IS' DEPTH

19'

TOTAL

i

c:J VERTICAL

c:J INCLINED

~:~~\~!,.""

OF OVER""

DRILLED

DE PTH

Of

SURDEN

INTO ROCK

HOLE

10. SIZE AND TYPE OF BIT

11. DATUM FOR ELEVAT ION SHOWN

__ 112'

MANUFACTURER'S OESIGNATION OF DRILL

(T8M

or

MSL)

13' TOTotl NO. OF OVERBURDEN SAMPLES TAKEk

I Ill-

TOTAl

rS'

[In,

16.

A

HOl

, DISTU.".

UNu,,"u,.,,

I

:~'E~ORE

GROU"O

I

Sl A,,1£O

t

COMPlETE D

WATER

,17. HEV. TOP OF HOLE 18' TOTAL CORE RECOVERY fOA

19. SIGNATURE OF INSP(CTOR

i

80RING (S)

IHEVAT ION

DEPTH lEGEN

CLASSIFICATION OF MATERIALS

:E~~':

I

;~~p~!

(DrJllift,

.1",.,

".h,. , .... ctop'" of

(D ••

er

ipt

ion)

ERY

NO.

••• ,lwrJ"/2 •• te .•

Jf

.""lfle .. ,.,

36.0

38.0 40.Q:

38.Q:

-

--

Fishtail,

Tan

seams

clay v/stiff

same as

wIthin

above

silt

.

No

Cont.

sample

16 3.0

I-I-

r:--

~

~

40.0

46..a::

:

-

Fishtail

clay and silt

and wash,

layered

v/stiff

No sample

'=--

-

--

46.0

48..0:

Gray w/brown clay v/stiff

-

-

-

w/tr embedded shell

Cont.

17

3.25

--=-

48.0

50..0:

-

Fishtail same as

~bove

No sample

=-

,...

50.0

56.<!:

Fishtail and washed same as

f::

-:

below

No sample

;=...

I--

56.0

58.q:

Gray w/browri clay

vIs

tiff

tV

~

-:

w/cal nod

Cont. 18

3.5

f:-.

-

~'

58.0

60.0::