HOl[ NO

u.

6ST-9

1. PROJECT

I SHEET

DEPART~MT

OF THE ARMY

M"'-',,,nrda Reservoir S;

j-p

OF

DIYISIOII

Sout western

2. LOCATION (co.rd'''''

••

tw .,t.t .... )

II$TAUATIOI

Galv Dist, Eng Div

BaY: City,

Texas

DR I LLI NG LOG

)- DRILLINC AGENCY

U. S. Army Corps of Engineers

u, HOLE NO. (Ae,on_It

Oft .. r.WJn'

.IHI_."" tJI.

NO.)

5'

HAM{ OF DRILLER

6ST-9

Watts

6,

DIRECTION or HOLE

7.

TH IC.NESS

r' DEPTH

19'

TOTAL

CJ VERTICAL

CJ

INCLINED

~:~;~~!LWIT"

OF OVElr

DRILLED

DEPTH Of

30 0

BURDEN

INTO ROCK

HOLE

•

10. SIZE ANO TYPE OF BIT

11. OATUM FOR [LEVAT ION SHOWN

112'

MANurACTURER'S DESIGNATION or DRILL

Shelby Tube - 6"

(TSII

or

MSL)

o

13'

",u

TOTAL

••

[O

NO.

or

OVERBuRDEN

U'""'""'"15

SAMPLES

TAKEN

Cant

I

I

1I~·-

TOT

:~X[~ORE

A.l

115'

GROu"O

WATER

ELEv.

I

16

si~"D£c

'

A

I

HOL

'f~P\:JJ~o

1963

17,

HEV, TOP OF HOLE

18. TOTAL CORE RECOVERY fOR

19.

SIGNATURE OF INSPECTOR

+-

/2,

I

BORING (S)

HEvATION OEPTH LEGEN

CLASSIFICATION

(Do.er

ipl

OF

ion)

fro1AHRIAlS

:E~~:

I

~~~p~!

(DrJIIJ .. ,

rJIM.H'~~~~~

I .... fI."fla.f

ERY

NO'

••• t

Iter '", •• te ••

U

•

J,nllleo .. t

)

-

~

0.0

2. a.:

Brown silty clay w/roots

(I..-

topSOil, med to stiff

Cont.

1

Top

0.5

~

-:

--

Bottom 1.5

r-r-

~

2.0

4:2:

Brown clay hard and dry

Cont. 2

Top

3.0

~

=

' Bottom 4.5';

=

4.0

6.'£

C--£....""

-

Same as

above,h~rd

Cant. 3

4.5

=-

-

6.0

B.O:

Brown clay hard w/tr org. mat

Cont. 4

4.5

=

-

B.O

10.0

16:1

12:1

:

-

Brown

Brown

seams

silty

clay

and

v/stiff

org.

clay

----.-'

mat

...

w/fine

~'---.<

w/silt

..• --

sand

Cont.

5

2.5

-

---

=-

=-

=

-

seams, v/stiff

Cont. 6

2.25

=

r-

14:1

-

12.0

Same as ab ove, stiff

'-

\y

ont.

7

1.75

~

~

-

-

c

r-

14.0

l~

Brown w/tan clay stiff w/silt

r-

:

-

seams, and tr org. mat

Cont.

B

1.5

r-

f:::-

r-

16.0

llL:!

---

Gray

seam,

w/tan

med,

clay

moist

within silt

Cont. 9

0.75

r-

f=

~

IB.O

20..J

Gray sandy clay soft to 19.0

r-

-

19.0-20.0 Tan clay med

~

=

-

w/cal nod

C i..

Cont.

10

Bottom

Top

0.75

0.25

r-

f=

-:

~

I-

20.0

22.0

24':<

22.1

..::.

-

-

--

w/tr-calnod

Tan

Tan

sand

w/gray

w/gray clay

clay med

v/stiff

w/tr

Cant.

Cont.

11

12

0.75

2.0

r-

r-

r-

f::-~

~

~

24.0

26.~

Tan<clay v/stiff, w/silt

..::.

<

<

~

layer at bottom

Cont.

13

Top

3.25

=

- '.-.

".",-~-.

~'-"-'-'-"

".-,~-

~."

-~----~"'-

--,~.,,-,"