,{

,

/

,

'-'''''''''~'''~'''''''''li;

HOLE MO

.

3ST-114

1.

PROJECT

l-iY

H

<0'-_

"IPARTMEMT OF THE ARMY

SHEET

OF

Port Aransas-Corvus

f'l,~~<'

.

DIVlIIOH

Southwestern

2:. lOCATlON

(c ••rd .... , ..

or :5I.raOll)

.HSTALLATIO.

Galv Dist, Eng Div

Aransas Pass

,

~.

). ORILLING AGENCY

~

-

DR ILUNG

LOG

IT.

il """""

n.

nf t'.

u,

HOLE -NO. (....; fir...

o• .,.or.,"T1fTo .-.;;r717O NO. )

S'

NAME OF DRILLER

3ST.114

(l~'

.....

6'

DIRECTION OF HOLE

7.

THICKNESS

B' DEPTH

9.

TOTAL

c:J VERTICAL Tc::J INCLINED

D.GRH> • ,.

OF OVER-

DR I LLED

DEPTH OF

,2.0

VERTICAl

BURDEN

INTO ROCK

HOLE

10. SIZE AND TYPE OF BIT

11' DATUM FOR [LEVAY ION SHOWN

T12'

MANUFACTURER'S DESIGNATION OF DRILL

Shelbv Tube

~

3"

(TSfII

M,

MSL)

1). TOTAL NO. OF OVERBURDEN SAMPLES TAKEN

Tn.

TOTAL

TIS'

ELEV.

116'

A

HOL

<!TI'\'URrrD

5 .

UN.ISTURBE.,

~01'.

I

:~y,~ORE

GRO~:O

ISt.,A~T~O

I

~~PLETED,.

Jars

WAn

,

"'<?

17.

ELEv. TOP OF HOLE

lB' TOTAL CORE RECOVERY FOR

19.

SIGN'TURE OF INSPECTOR

BOR ING (S)

ELEVATION DEPTH LEGEN

CLASSIFICATION OF MATERIALS

rM~t

I;~~p~

(Drlillft, '1_ •

•• hr

I .... 4."t,..f

(D..crlpt;orl,

ERY

NO.

••• flw,. , .." ••tc .• ., al'nl' Ic...')

~.O

28.5:

Water

~-"""~,-

-

........

~ "'.-h·~"'·

'..."v<._.___

·_··_~,···_"

_."

~"",>"".""_'''_''_'

."._"""_._ ,"'"

. ____ •__

..

_-

....".

"', .-- ..

--.~

.,,-,', .'_,

~

".

- ,."

.. --""-..

,,,,-.,,~

.,'.,

..

~."'~-~"

-",,', .

~

..

"

......

'

.....

28.5

31•

.Q:

4-10' rods. and 3" S'l'

=

No reds tance

=

Gray clay, mucky wltr shell

-::

v/soft

Jar 1

3~.0

34.0:

4-10' rods, 3"ST and kelly

No rfts istance

-

:

Gray clay, mucky v/soft

Jar 2

..

34.0

3~

.Il:

Jar No.2, contittued to 37.0

~la.de

2 runs

:

, 37.0

39•.1..:

Same as above. No reSistance

=

v/soft

-

39.S

42.

a:.:

4-10' rods, 3" ST and kelly

.

-

No resistance

,-

I

..

I

..

Gray clay v/soft,

~7/si1t

Cont.

1

---.-,-"~

'",,~-=

r:s:-_.--_.........c-...._............_- _...-.........._ ......--

"-..

-".~-

--'-

"-'--'-'~"- -.-,--_~_

.•

~

__..___ ••

_~ .~~"._

..____ ._..

_.J"

42.0

~.6:

--"-

~

...

0:2."t.-·-~ov..G-;-~;;.-u.-·

..

~-1.

.

___,_

:

-

43.0-44.5 Gray and tan sand

-=

clayey, hard to v!stiff

-

-- --.--

----,_.-

".

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

-

.-~,,-.

'"----"-.. -' ..---.-__""•. __....

"".,,~_

.._..."' .0_--..

'~""

________ ,.. ___.,._.

l,4.J;j

.

/46.s....:

45.0-45.5

11 blow"S

:

45.5-4~.0

15 blmjs

:

Tan and gray sand, fine

-::

Iw/tr

clay

46.5

-

~ashcd)

:J;'a:me as above

SO.O :

50.0 .

52.0

-

:

~O.5-51.0

10 blows

=

~1.0-S1.5

13 blmiTs

-::

~an

and gray sand, fine w/silt

:

eruns and tr limestone nod

-,

...:

.

bottomed in above

i

-

hde fl.9 @2: 15 PH

"

.::

-

ide

12.0

@ 4:15 PM

'-

qind 4-8

}I1'H

.:

~eight

of hammer 14011

:

brop Dis tance - 30"

-::

I

.:

-=

:

=

!

-:

l:

=

,.'

!

i

-=

-

"

,

=

il

-::

:

.

-

ENG FORM.

1836

(EM

1110-1-1801)

PREVIOUS EDITION MAY BE USED