3ST-20
19620126 Viola Ch Drilling Logs.pdf

HOLE MO.

~!l'l'_?n

1. PROJECT

DEPARTMENT

THE

ARMY

DIYISIOII

Southwestern

lTiola Shi

"'''~

___

SHEET

2. LOCATION

(cooidi,..,.. or-sT.fion)

IlsrALUT I011

Galv Dist. EnvD;V

208' NOrth of centerline su. 1"ClJOO

DR ILLI NG

LOG

3' DRILLING AGENCY

i1. -.S._ Armu r.n

U. HOLE NO.

(A •

• "..11

draw In]

title

end 'H.

NO.)

5' NAME OF DRILLER

3 -20

DIRECTION

HOLE

7. THICKNESS

------..

DrGAHS

wlfH

OF OVER-

c:::1

VERTICAlC] INCLINED

VERT-'CAl

BURDEN

nf' 1?1

DEPTH

DR I LLED

INTO ROCK

9. TOTAL

DE PTH

HOLE

47.5

10.

11. DATUM FOR ELEVAT I ON SHOWN

112'

MANUFACTURER'S DESIGNATION OF DRILL

(TBIII

IISL)

13' TOTAL NO. 'OF OVERBURDEN SAMPLES TAKEN

l,,;-tOTAL

15' £lEV.

16'

DATE HOL

UR8ED

NO.

CORE

GROUtrtO

A.IffEti

COMPlETED

BOXES

WATER

fiI

'!:

n..:.. ...

1Qk1

17. £lEV. TOP OF HOLE

liB' TOTAL CORE RECOVERY FOR

119.

SIGNATURE OF INSPECTOR

'ELEVAT

101

lf~

ILEGENI

0.0

5~2

8.5

10.0

12.0

"5:2

8.L

!~~)J'

12.0:

.,5,Jt

i5:""o-ri-j.

0::

17.0 1 18.2:

18.5 120.0::

20.0 1 23.ll:

23.0 125.0=

25.0 128.0:

28.0 130.0:

30.0 133.0-

:n.o

35.0.:

\5 .• 0

40.0-

-\},

40.0

41. 5-

41.5

.46.0

w.;;:

'/1 S< ,,_

BORING (lI)

CLASSIFICATION

MATERIALS

(D••criptioft)

COR

110X

REeOV

SAMPl£J(Drlllln,

ti_.

".t.r~

10. ••

deptlt

ERY

NO'

I ....

'fwdn' .•tc.,

eJ,nlUUftf)

Water

Gray

silty sand v/soft med

grained w/some shell

Washed same as above

Gray

sandy clay v/soft

w/some

."shell No test

blow drove

from 10.0 to 12.0

Washed same as above

Gray

green sandy clay stiff

silty sand pockets, w/some

s~ll

w/some cal nod

Washed, same

as above

18.5-19.0 No count

19.0-19.5 9 blows

19.5-20.0 5 blows

Gray green sandy clay w/silty

sand pockets w/cal nod

w/some

shell

Washed same as above

Light gray sandy clay v/stiff

w/silty sand pockets w/eal nod

Washed, same

as above

Light gray sandy clay stiff

w/silty sand pockets w/cal nod

Washed, same

as above

Light gray sandy clay stiff

w/cal nod w/silty sand pockets

Washed from 35.0-to 36.5 same

as above

from

36.5 to 40.0 same as below

Light gray Silty sand med graindd

w/cal nod

No test 100 blows penetrated

0.3'

[Washed,same as above

'46.0-46,.5 No count

46.5-47.• 0 100 blows

47.0-47.5 No count

Light gray Silty sand med graine

/eal

nod

t.est 100 blows to penetrate

•

continued

Cont.

No sample

Jar

No sample

Cont. 2

No sample

Jar 2

No sample

Cont. 3

No sample

'Cont.

iNo sample

/cont.

sample

rar 3

sample

ar 4

1.00

2.50

1.75

1.00

Ella

FORM

JUN 57

1836

(TRANSLUCENT)

(EM 1110-2-180J)

PREVIOUS EDITIONS ARE OBSOLETE

PROJECT Vi 01

Cho

€! 1

HOLE IO.3ST_?Q

HOLE NO

";"':1:1:

'l.~T_?n

•

PROJECT

DEPARTMENT OF THE ARMY

Viola Ship Channel

SHEET

DIYISIOI

2- LOCATION (Cooru.n.r•• or

.:slat.OIt)

IUTALUTIOI

DR ILLI NG

LOG

DRILLING AGENCY

HOLE NO.

(A-

enowlt on or•••n' ru •• ena

1.11..

NO.)

S' NAME OF DRILLER

DIRECTION OF HOLE

TH I CKNESS

DEPTH

19'

TOTAL

c::J VERT tCAl

INCLINED

~::~:~:L·"

OVER""

DR I LLED

DEPTH OF

BURDEN

INTO ROCK

HOLE

10.

SIZE AND TYPE OF BIT

11.

DATUM FOR ELEVATION SHOWN

112'

MANUFACTURER'S DESIGNATION OF DRILL

(TBII

115L)

13'

TOTAL NO. OF OVERBURDEN SAMPLES TAKEN

1U. TOTAL

rs,

HEV.

l16'

OAT

HOL

D'>1U'BED

UHO!>TURBEO

:gXE~ORE

GROUND

ISTARTfO

I COMPLETED

WATER

17.

ELEV. TOP OF HOLE

Ie.

TOTAL CORE RECOVERY FOR

19.

SIGHATURE OF IHSPECTOR

BORING (5)

ELEVATION

DEPTH

LEGEN

CLASSIFICATION OF MATERIALS

Mg~~

~~~~~:

(DrJllllt, 11_ •

•• t.r

1011.,

dep'h 01

(D..

e,. ipt ion)

ERY

NO'

••• ,her/n,. etc .•

al,nlflc."t J

Tide gage 2.3' @ 7:40 AM

Water depth 5.2'

Tide gage 2.5' @ 5:30 P.M.

--:

-:.

-:::

U8 FORM 1836

(TRANSLUCENT)

PREVIOUS EDITIONS ARE OBSOLETE

1 JUN 57

(EM 1110-2-180J)

"'OJECT

Viola Sh Ch

HOLE

NO.3ST-2Q

DEPARTMENT

THE

ARMY

DIYlSIOIt Southwestern

IHSTALLATION

Galveston District

DR ILLI HG

LOG

u. HOLE NO.

rAe

."ow" on

flr ••

in,

tUle

.nd fHe NO.)

3ST-l

HOLE HO.

3ST-l

1. PROJECT

Viibla Channel

SHEET

2. LOCATION (COOrdi_ru or SUllO")

194' N

3' ORILLING AGENCY

U. S. Army Corps of Engineers

NAME OF DR ILLER

Smith

DIRECTION OF HOLE

7. TH ICKNESS

IS' DEPTH

9' TOTAL

CJ VERT ICAl

INCLINED

~;~~:~:L·""

OF OVER-

DR I LLED

DEPTH

OF62 5

BuRDEN

INTO ROCK

HOLE

10. SIZE AND TYPE OF BIT

11. DATUM FOR ELEVATION SHOWN

112' MANUFACTURER'S DESIGNATION OF ORILL

(TBM

IitSL)

13' TOTAL NO. OF OVERBURDEN SAMPLES TAKEN

U' TOTAL

r5'

ELEV.

16.

HOL

o STURSH

UNU"TU••,D

:~'r~ORE

GROU.D

ry~·T~an

C~9LE;t£n

WATER

17. ELEV. TOP OF HOLE

IS' TOTAL CORE RECOVERY FOR

19. SIGNATURE OF INSPECTOR

SORING (S)

ELEVATION DEPTH

LEGEN

CLASSIFICATION

("••eription)

Of MATERIALS

I~E~g~~

;~~P~:

(Drll1J"4

ri",.,

."",~~"

•• te,.

10.8, depth .1

ERY

NO.

••• therlnG ••tc., 1( eJ,nJllcent)

0,0

2.5

Fine gray & brown silty

cl. sand

Spoil

Jar #1

2.5

Same as above

Jar #2

5.0

10 •.Q:

Wash, same as above

10.0

12. s:

Gray sand, medium to

coarse grained w/clay

laminae~.

Spoil material

Cont #1

12.5

20 •.Q:

Wash. same as above

20.0

22.~

Same as above w/Caco3nod.

Jar #3

22.5

28.~

Wash, same as above

w/gravel

28.5

-::-

Greenish gray sandy clay

31.0:

w/alternate sand laminae.

Sandy clay hard, sand

-::

v/stiff w/cal nod

Cont #2

31.0

40 •.Q:

Wash,

same as above

40.0

41.S:

Greenish gray sand packed

w/many thin bentonitic

clay laminae w/small

CaC03 nodules. Could not

-::

push past 41.5

Jar #4

41.5

46.0::

No sample

...:::.

46,0

48.5:

Fr:Clll'01aiwery stiff gray

sandycl. to a gray silty

c1. sand at 4'7..0

Cont #3

48.5

52.5::

H[.J:'(~ )~-cked

gra.y silty sa! d

No sa.mple

54.0::

52.5

Hard packed gray silty sar

Jar #5

54.0

60 •.a:

Same as above w/some sand

stone nod.

No sample

60.0

62.~

Hard packed gray silty cl.

sand w/some cal & sand

s$~»e

nod.

Cont #4

Bottomed at 62.5'

f.r~,::C:o:'

at 12.0

Weight of hammer 140#

Drop distance 30"

-::

I--

I;::::-

t=-

I--

t=-

::::

1:=

t=-

f.-

I-

I--

I-

I=-

I-

ENG FORM

1836

(EM

"'0-'-'80,)

1 MAR 61

TRANSLUCENT

PREVIOUS EDITION MAY BE USED

UNTIL. e:;XHAUSTED.

PROJECTViola Channel

NO\.[

10.3ST-l

:-~

DEPARTMENT OF

THE

ARMY

DIYISIOR

Southwestern

IISTALLATloI

Galv Dist, Eng Div

HOLE NO

.- _.

3ST-2

1. PROJECT

Viola Ship Channel

SHEET

2. LOCATION (coord, ... ,.. or

StatIon)

Sta.

1470100

centerline

3' DRILLING AGENCY

DRILLING lOG

U. S. Army Corps of Engineers

q. HOLE NO.

(A-

en_n on dr •• ,n,

r;rl.

and

tll.

N0.)

5' NAME OF DR ILLER

3ST-2

Ross

DIRECTION OF HOLE

7' THICKNESS

lB' DEPTH

9. TOTAL

c::J VERT ICAl

c::J

I Ne L IIHO

~~;~:~~L."

OF OVER-

OR I LLEO

DEPTH Of

47 0

BURDEN

INTO ROCK

HOLE

•

10. SIZE AND TYPE OF BIT

11. DATUM FOR ELEVATION SHOWN

112' MANUFACTURER'S DESIGNATION OF DRILL

(TSII

II$L)

13' TOTAL NO. OF OVERBURDEN SAMPLES TAKEN

114. TOTAL

r5' ELEV.

16.

HOL

O"'U'.EO

UNO,,,

U••tU

~~X[~ORE

GROUND

IShAR!EO

C§.'J~~EOl962

WATER

Jan

17. £lEV. TOP OF HOLE

lB' TOTAL CORE RECOVERY FOR

19. SIGNATURE OF INSPECTOR

BORING

(")

ELEVATION

DEPTH

LEGEN[

CLASSIFICATION OF MATERIALS

:E~~~': ;~~P~~

(DrJllln,

tJ_

."·;,.';t~~'"

10. •• depth

(D••

ipt

ion)

ERY

NO,

••• therln•••tc.,

.ifni/leant)

0.0

3S..J:

Wat~r

35.0

37.C

Dark gray silty sand w/some

v/soft clay

Jar

37.0 38.

Light gray tan silty sand, soft

w/small clay pockets

Cant.

0.25

38.0

40.C

Same as above

Washed

40.0

411

Light gray silty sand w/sandy

clay pockets w/cal nod

Jar 2

"" n

",>~-:-

aD.

O,;,4tltS

count

40.5-400.0 27 blows

41.0-41.5 28 blows

Light gray silty sand w/sandy

clay pockets w/cal nod

41.S

4S~

.-::

Same as above

Washed

!" .

45.5

47~

Light gray sandy clay w/sil,ty

sand layers w/eal nod ,"/aoroe

gravel

45.5-46.0

count

46.0-46.5 48 blo,"s

46.S-47.0

52 blows

Jar

Hole bottomed in above

Weight of hammer 140#

Drop Dis tance 30"

Tide gage 1.1 @ 9;20 AM

Water depth 35.2

Tide gage 0.9 @ 1:1S PM

-::

//'

[110

FO..

1836

(TRANSLUCENT)

JUN 57

(EM

1110~2-1BOl)

PREVIOUS EDITIONS ARE OBSOLETE

PROJECTViola Sh Ch

HOLE 10.

3ST-2

····,iC."~'

HOLE HO.

,:)iJJ.-~

'i.

i;;"'" .

PROJECT

SHEn 1

DEPARTMENT OF THE ARMY

phannel to Viola

OIVISIOIt

Southwestern

2. LOCATION

(COOrD,,..' .. or

Stat

10")

IHSTALLATION Galveston District

Sta

1475/00

130

N (to

DR ILL! KG

lOG

DRILLING AGENCY

U. S. Army Corps of Engineers

HOLE NO.

(A-

an_It

on ar•• ,"'

I"HI..

enG'

rl.,.

N0.)

NAME OF DRILLER

3ST.'3

Smith

DIRECTION OF HOLE

TH ICKNESS

18'

DEPTH

19'

TOTAL

c::::J

VERT ICAl

c::J INCLINED

~;~~;~~l·

OF OVER""

DRI LLED

DEPTH OF52

8URDEN

INTO ROCK

HOLE

•

10.

SIZE

AND TYPE OF

BIT

11.

DATUM FOR ELEVAT ION SHOWN

112'

MANUFACTURER'S DESIG.ATIO. OF

DRILL

(TBM

MSL)

13' TOTAL '0. OF OVERBUROEN SAMPLES TAKE.

II.'

TOTAL

r~'

HEV.

16.

HOL

OISTU'.ED

UNu." UMotO

:gxr~ORE

GROUND

1126"' :fan

2"6' \rilll

WATER'

17.

HEV.

TOP OF HOLE

18'

TOTAL CORE RECOVERY FOR

19.

SIGNATURE

INSPECTOR

80R ING (S)

ELEVATIO'

DEPTH

LEGE.

CLASSIFICATION OF MATERIALS

~E~~~~

~~~pr!

(Drlllllt,

tj_; •• t.r loa ••

dep,,..1

(D••

ipt

ion)

ERY

.0'

" •• tlterl"" ••tc., Jf

a/,nlllea ..')

0,0

2.5

Brown & gray silty Cl.

sand w/grass roots

Jar #1

2.5

13.0:

Very

loose~acked

silty

I--

Cl. sand w decayed veg,

1--.

No resistance to push

sampl~

t=--

13.0

15.~

13.fj-14~0 ~.

blows

14.0-14.5 .' blows

Fine brown & gray Silty

Cl.

sa~d

w/decayed veg.

Jar #2

15.0

18.0.:

Med brown & gray silty

sand w/some small gravels

No sample

:::..-

18.0

20.0.:

Same as above

Cont

)

20.0

25 •

.0:

Same as above

No sample

25.0

27.S:

Very

stiff gray Cl. sand

I-

w/cal nod

Cont #2

3.75

I-

27.5

30.0:

Hard brown sandy cl.

I-

w/sand stone nod.

Cont #3

4.50

I-

t=--

30.0

32.S:

Same as above

Cont #4

4.50

I-

32.5

35.0:

Hard gray sandy Cl

w/cal nod.

Cont #5

4.50

I-

Fine to

~d.gray hard~

35.0 38.0:

packed sand w/cal nod.

No sample

38.0

40.0:

Med. gray silty cl. sand)

'f/eal nod

r"'-/

Jar #3

....

40.0

42.5:

Hard gray sandy el.

w/cal nod

Cont #6

4.50

..::.

42.5

44.0:

Hard gray Cl. sand

w/cal nod

Cont #7

44.0 48.0:

Hard packed gray silty

sand w/cal nod.

No sample

:;:

48.0

. lO. 0_

48.5-49.0 30 blows

49.0-49.5

70 blows

Hard packed gray Silty sar

. Jar #4

§co.o

52.5:

-::

Hard packed gray silty Cl.

-::

sand w/sandstone nod.

Cont #8

Bottom at 52.5

..::.

Water at 7.0

Weight of Hammer 140#

::-

Drop distance 30"

-::

ENG FORM

1 MAR 61

1836

(EM

1110.1-1801)

TRANSLUCENT

PREVIOUS EDITION MAY BE USED

UNTIL. EXHAUSTED.

PROJECTViola Channel

HOLE lo.3ST-3

HOLE .0

.....

U •

PROJECT

DEPARTMENT OF THE ARMY

\1{

,,1.

~hi

('h~n',,"

SHEET

DIVISION

~Quthwestern

2. LOCATION

(coora,... t.. or ",.t'OIl)

IISTALUTION

Galv Dist, Eng Div

~.~

1'"'''\1nn

lin"

DR ILLI NG

LOG

DRILLING AGENCY

" "

•.=,

"~"i n""~.

ll. HOLE NO. (Ae eno.-n on dr ....n' 1.111. enu ,jJa N0.)

NAME

OF DRI1.LER

DIRECTION OF HOLE

TH I CKNESS

18'

DEPTH

TOTAL

VERTICAL

C:J

INCLINED

~~~~~~~L·"n

OF OVER-"

DRI LLED

DEPTH OF

BURDEN

INTO ROCK

HOLE

47.0

10.

SIZE AND TYPE OF BIT

11.

DATUM FOR ELEVATION SHOWN

112'

MANUFACTURER'S DESIGNATION OF DRILL

(TBM

or JISt)

13'

TOTAL NO. OF OVERBURDEN SAMPLES TAKEN

1..

TOTAL

r5'

HEV.

16.

DATE HOL

O'>lU•• EO

UNO", URO'O

:gXEg

ORE

GROUND

ISIAfll£D

k~O';;~~TE~

'l" 1

WATER

n,,~

17.

ELEV. TOP OF HOLE

18'

TOTAL CORE RECOVERY FOR

19.

SIGNATURE OF INSPECTOR

BORING (")

ELEVATION

DEPTH

LEGEN

CLASSIFICATION OF MATERIALS

:E~~~=

~~~pr;

(D,l111n,

ti_

.ti'~~~~~;::,

IN •• dept

(D..eriptioft)

ERY

NO'

••• ''',In, .•tc.,

.UnJfleant)

<-1>-

0.0

34.7:

Water

34.'1 39.0

Dark gray gray sandy clay

v/soft

Jar

39.0

41.5_

Same as above, w/some

sandstone nod

Washed

-"."..

.~,.

..,.... ...7

41.5 43.0:

Light gray sandy clay v/stiff

w!,silty sand pockets, w/cal1chE

'. -

w/cal nod

Jar 2

41.5-42.0

No count

42.0-42.5

14 blows

-::

42.5-43.0 27 blows

43.0

45,0:

Gray silty sand med grained

i' "s'

"1-

w/some clay pockets

Jar

45.0

47.0c

Light gray sandy clay hard

w/caliche layers w/some gravel

Jar

~L}'

',-.3-±

-;_

. i-

Bottomed in above

i::

Weight of hammer 140#

Drop Distance - 30"

.-=

-::

...:

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

------

FORM 1838

(TRANSLUCENT)

PREVIOUS EOITIONS ARE OBSOLETE

1 JUN 57

(EM

tll0~2-1801)

PROJECT

Matagorda Sh Ch

HOLE

.O~

HOLE NO.

3ST~5

ARMY

SHEET

IN(c')

'ct>j...--------

'it"

'Q'>I.'

~.<

DR III ING LOG

•

II_It

dn.

In.

i j

brown & g'1;'ay

~(Ieandy

01. parta

roots

Jar #1

as above

No sample

g'1;'ay & brown silty

01. parts

Jar #2

6 blows

0-9.5

7 blows

•

ine damp bn0lm silty 01

and

Jar #3

•0 12•

arne as above

Cont #1

15.0

ine light brown wet

sand

Jar #4

~8.~

as abova

No sampJ.e

0.0

8.5-19.0 17 blowa

•

Q.O-19.5 20 blows

fine gray ailty sand

layers of hard

cl.

Jar #5

121.

5-1

Bame as above

No sample

grfg ailty sand with

(0.5) of hard gray

• sand

wlcal

nod

Cont #2

4.50

•

I .

_ aame as above

No sample

fine gray silty cl.

packed

Cont

as above

No sample

35 blowa

.0-32.5

76 blows

fine hard packed gray

sand

Jar #6

•

I~';o!'

.. 5

65.<B

bame aa above

No aample

fine gray silty sand

packed

Cont

as above

No sample

.42 blowa

,0-39.5

75 blows

packed

gray silty

within cemented sand

Jar #7

-'~U.1.J.10.t·1801)

PREVIOUS EDITION MAY BE USED

~L·-··-EXHJro.USTEO.

HO!

DEPARTMENT

OF THE

ARMY

DIVISIOIt ______________

IHSTALLATIOH ___________

43.0

45.0

47.0

50.0

52.0

53.0

DR ILlING LOG

CLASSIFICATION OF MATERIALS

(D••er

ipt

lon)

Wash, same as above

Very

fine gray silty sand

45.5-46.0 29 blows

46.0-46.5 39 blows

Ve~t

fine gray silty sand

within layers of 01. sand

& Cal nod.

Wash, same as above

50.5-51.0

51.0-51.5

Very fine

14 blows

15 blows

gra.y silty

Wash. same as above

sand

Same as above with layers

(0.5) of hard Cl. sand &

cal. nod.

Bottom

at 54.5'

Weight of hammer

140#

Prop

distance 30"

Water

at 13.0

ENG FORM

1836

(EM 1110.1-1801)

PREVIOUS EDITION MAY BE USED

, MAR 61

TRANSLUCENT

UNTIL. EXHAUSTED.

HOLE NO.

3ST~5

Channel

PROJECT

No sample

Jar #8

Jar #9

No sample

Jar #10

No sample

Cont #5

SHEET

2!F

••

d."th .1

"JI

leent

HOLE 10.

_ ... -

DEPARTMENT

THE

ARMY

DIVISIOII

Southwestern

I.STALL.TlaI Galu Pist, Eng Diu

DR I Lli NG LOG

••

17' ELEV. TOP OF HOLE

0.0

35.8

39.0

40.0

42.0

43.5

45.5

rtj;/'

A "

CLASSIFICATION OF MATERiAlS

(D..eription)

W~,ter

Bl~ck

gray sandy clay v/sof,t

Light gray tan sandy clay

stiff w/silty sand pockets

w/cal nod

Same as above

Light gray rust sandy clay

hard w/silty sand

poc~ets

w/caliche

Light gray silty sand w/cal

nod w/clay pockets

Light gray silty sand med

grained w/cal nod

w/~lay pocket~

45.5-46.0

46.0-46.5

46.5-47.0

No count

37 blows

31 blows,

Bottomed in above

Weig~t

of hammer 140#

Drop Distance - 30"

Tide gage 1.6 @ 7:50 AM

Tide gage 1.7 @ 3:40 PM

EIIG FO.M

1836

(TRANSLUCENT)

1 JUN 57

(EM

1110-2-1801)

PREVIOUS EDITIONS ARE OBSOLETE

HOLE NO.

3ST-6

SHEET

! '

Jar

Jar 2

Washed

Cont. 1

4.51

Washed

Jar 3

PROJECT

Viola Ship Channelibu

NO.

3ST-6

HOLE MO

3ST-7

,. PR,OJECT

DEPARTMENT OF THE ARMY

\SHEET

Viola Ship Channel

DIYISIOM

Southwestern

2' LOCATION

(COOrdJn.t •• en sr.r,oft)

I ISTALLATI OM

Galv Dist, En8 Div

COI']JUS Christi

Sta

1495tOO 79.0'

N centerli e

DRILLING

LOG

3' DRILLING AGENCY

IT.

Armv

F.n"'inppr~

Ii. HOLE NO.

(A-

an_n on tn•• ,n" lUI• .-ncr

,,1..

N0.)

5' NAME OF DRILLER

3ST-7

Ross

DIRECTION OF HOLE

7' TH ICKNESS

IS' DEPTH

19'

TOTAL

~;~~~~~L·"n

OF OVER-

DR I LLED

DEPTH 0

c::J

VERT leAL

c=J INCLINED

BURDEN

I NTO ROCK

HOLE

~O.

10. SIZE AND TYPE OF SIT

11. DATUM FOR ELEVATION SHOWN

l'Z'

MANUFACTURER'S DESIGNATION OF DRILL

.. lbv 'T'uh.. - 3"

(T811

IISL)

13' TOTAL NO. OF OVERSURDEN SAMPLES TAKEN

,I.. TOTAL

rs,

ELEV.

l'6.

DATE HOL

ISTURBED

UNO ISTURBE"

:gXE~ORE

GROUND

ISU,RT£D

I COMPlETED

WATER

3 Jan 62

17' [lEV. TOP OF HOLE

IS' TOTAL CORE RECOVERY FOR

19. SIGNATURE OF INSPECTOR

BOR ING (")

ELEVAT ION

DEPTH

LEGEN

CLASSIFICATION OF MATERIALS

Mg~~

~~~PL;

(Dr1111"'

tj_.l'{z;,~~~~.:)

1__ ,

depth

(D..eriptiOfl)

ERY

NO'

• •• 'he .. 1", •

• te.,

il.-l,nlI1e.nl)

0.0

3.5 _

Water

3.5

5.5_

Rust silty sand med grained

w/some sandstone nod

Jar

5.5

7.5.-:;.

Washed, same as above

7.5

9.0 -

Brown

silty sand med grained

w/some pea gravel w/some sand-

stone nod

Jar

7.5-8.0

No count

8.0-8.5 15 blows

-::

8.5-9.0 38 blows

9.0

10.Q.:

Light gray clay w/cal nod w/

sandstone nod

No sample

10.0

12. Q.:

Light gray sandy clay v/stiff

w/cal nod w/sandstone nod w/si

sand l!!yers

Cont. 1

2.00

12.0

15.S:

Same as above to 14.5 from 14.

to 15.5 same as below

Washed

15.5

17.~

Light gray silty sand fine

grained

Jar 3

15.5-16.0 No count

-::

16.0-16.5 6 blows

16.5-17.0

12 blows

17.0

20.~

Same as above

Washed

Bott

-::

-=-

-::

EIIG FORM

'836

(TRANSLUCENT)

PREVIOUS EDITIONS ARE OBSOLETE

1 JUN 57

(EM

1110~2-1BOl)

""OJECT

HOLE .0. __....,.-_

HOLE

MO.

3ST-7

PROJECT

DEPARTMENT OF THE ARMY

Vi nl.<l Shin f'h

SHEET

DIVISION

Scntb:w~st~:t:D

2. LOCATION

(COorcrH,.r •• or ;ua',oft)

.ISTALLATION

Galv Dist, Eng Qiv

Coroua

Christi Sea

1495~00

79.0' N centerli e

DR ILli NG LOG

3' DRILLING AGENCY

IT S

no"

of Rn<r,

1l. HOLE NO.

(A-

.-nown on or.w .. n, IJlJe _na rila

N0.)

NAME OF DRILLER

3ST-7

RORS

DIRECTION OF HOLE

7. TH ICKNESS

18'

DEPTH

TOTAL

,c:J

VERT ICAl

c.:J INCLINED

~:~;:~;lWOT"

OF OVER-

DRI LLED

DEPTH OF

BURDEN

INTO ROCK

HOLE

20.0

10.

SIZE AND TYPE OF BIT

11. DATUM FOR ELEVATION SHOWN

112'

MANUFACTURER'S DESIGNATION OF DRILL

!lh.. lbv T"h.. - '1"

(T811

IISL)

13' TO AL NO. OF OVERBURDEN SAMPLES TAKEN

J 14.

TOTAL

r5'

ELEV.

116.

OAT

HOL

DIS URBED

unU'''UK"U

:gx,~ORE

GROU"D

S3'~;l~

C03P~JE;~O

WATER

17.

ELEV. TOP OF HOLE

18'

TOTAL CORE RECOVERY FOR

19.

SIGNATURE OF INSPECTOR

BORING

("J

ELEVATION

DEPTH

LEGEN

CLASSIFICATION OF MATERIALS

~E~g~:

~~~p~!

(Drlllln,

ti_

.t(~~~~~::;

loa •• depth 01

(D••

ipt.

ion)

ERY

NO.

.... therJn•••te.,

.1,nllieanl.)

0.0

3.5 .

Water

3.5

5.5-=

Rust silty sand med grained

w/some sandstone nod

Jar

5.5

7.5"'::'

Washed, same as above

7.5

9.0 :

Brown

silty sand med grained

w/some pea gravel w/some sand-

stone nod

Jar

7.5-8.0

No count

8.0-8.5 15 blows

8.5-9.0 38 blows

09.0

10.0.:

Light gray clay w/cal nod w/

sandstone nod

No sample

10.0

12.0..:

Light gray sandy clay v/stiff

w/ca1 nod w/sandstone nod w/si ty

sand liilyers

Cont.

2.00

12.0

15.5

Same as above to 14.5 from 14.

to 15.5 same as below

Washed

15.5

-;-:

17.0_

Light gray silty sand fine

grained

Jar

15.5-16.0 No count

;-::

16.0-16.5 6 blows

16.5-17.0 12 blows

17.0

20.0:

Same as above

Washed

Bott

-::

.....:

--- -----

£110 FORM

1836

(TRANSLUCENT)

PREVIOUS EDITIONS

ARE OBSOLETE

JUN 57

(EM

1110-2-1801)

PROJECT

HOLE 10. ____

HOLE 10

1<'lT_R

1. PROJECT

DEPARTMENT

OF THE

ARMY

SHEET

Viola Ship Channel

DIVISIOI

luallate::cc

2. LOCATION

(coorouJ.t •• or .:.utJOft)

,',

IISTALLATIOI

.jaly Dist

tEns

Djy

r>,

"h,.;~,;

".~

l'iIlIlJnn

(;

DR ILL! NG lOG

3' DRILLING AGENCY

U. S. Army Corps of Engineers

I, :'

lJ..

HOLE NO.

(A-

.n_" on

dr•• Jn, r.lt

eltd ,

1.8

NO.)

NAME

OF DR ILLER

3ST-a

Ross

DIRECTION OF HOLE

7. TH ICKNESS

OF OVER-

DR I LLED

DEPTH OF

c::J VERTICAL

IHCLINEO

~;:~;~~l'''"

8URDEN

\8' DEPTH

I NTO ROCK

\9' TOTAL

HOLE

47.0

10. SIZE AND TYPE OF BIT

11. DATUM FOR ELEVATION SHOWN

112' MANUFACTURER'S DESIGNATION OF DRILL

(TBII

JlSL)

13' TOTAL NO. OF OVERBURDEN SAMPLES TAKEN

110. TOTAL

r5' £lEV.

\16.

DATE HOLE

ISTUR.EO

UNO,,,uK","

:gXf~ORE

GROUND

1ST

ARTED

CONPLETED

1')1'>1

WATER

29 Dec

17. ELEV. TOP OF HOLE

18' TOTAL CORE RECOVERY FOR

19. SIGNATURE OF INSPECTOR

BORING (II)

ELEVATION

O£ PTH

([GENt

CLASSIFICATION OF MATERIALS

i " ""

(D..eription)

0.0

'I:»'-~>

3kS/

Water

37.3'

39. g..,,:

Black gray clay v/soft w/sand

,'/~\

w/some gravel

39.0

i"q

,S;'

,41~~

',--,

Light gray sandy clay plastic

w/calc nod w!silty sand pocket

41.0 45.S-::

Washed, silty sand w/clay pock'

w/small gravel w/cal nod

45.5

47.cr:

Light gray gray silty sand

r t;-

f<>

.,j,_

w/layers of clay w/sandstone

, ,'-

and cemented sand pockets

...:

45.5-46.0 No count

46.0-46.5

22 blows

46.5-47.0 20 blows

-::

Bottomed in above

Weight of hammer

140i;

Drop Dis tance - 30"

Tide gage 1.6 @ 7:50 AM

Tide gage 1.5 @ 2:45 PM

...:

....:

•

yP"

-::

--::

-::

EIIQ FORM

1836

(TRANSLUCENT)

PREVIOUS EDITIONS A.RE OBSOLETE

I JUN S7

(EM

1110-2-1801)

~E~~~~

~~~pr~

(Drlll1n,

tl_.K;'~r.~.:>

1__ , dep'h of

ERY

NO,

.... therin' •• tc., If

ai,nlilcant)

Jar

Cont.

Jar 2

Jar

PROJECT

Sh Ch

Corpus Christi

1.00

"OU

.O.~

_. -

HOLE .0

3ST-9

1. PROJECT

DEPARTMENT OF THE ARMY

Viola Ship Channel

SHEET

OIYISIOII

ScntbwesteI.:ll

2. LOCATION

(coorGua.,•• or

...

tJon)

liSTALLAT I011

Galv Dist,

En~

Div

Sta.

1505100

83.0 N centerline

,i' ..

DR IlllNG lOG

). DRILLING AGENCV

U. S. Army Corps of En"ineers

u, HOLE NO.

(A-

en_n on tJ,. •• ,n,

(.HI•

.. _

rll.

N0.)

NAME

Of DRILLER

3ST-9

Ross

DIRECTION OF HOLE

7. THICKNESS

lB' DEPTH

9. TOTAL

CJ VERTICAL

INCLINED

~;:~;~~L·m

Of OVER-

DR I LLED

DEPTH

or 46 5

BURDEN

INTO ROCK

HOLE

•.

10.

SIZE AND tVPE OF BIT

11.

DATUM FOR ELEVATION SHOWN

112'

MANUFACTURER'S DESIGNATION OF DRILL

(TBII

ItISL)

I). TOTAL NO.• OF OVERBURDEN SAMPLES TAKEN

11..

TOTAL

r5' ElEV.

16.

HOL

!>TURBEO

UNO 1ST URBED

:~XE~ORE

GROUND

5!/"TE0

C~MPlnEO

WATER

Jan

Jan 1962

17' ELEV. TOP OF HOLE

lB' TOTAL CORE RECOVERV FOR

19. SIGNATURE OF INSPECTOR

BORING (S)

.'.

CLASSIFICATION OF MATERIALS

~Egg~:

;~~P~:

(DrlllJ'a,

tJ_

.W;~~~~~

INa. d.",h 01

ELEVAT ION

' DEPTH

LEGEM

(D••

cr ipt Jon)

ERV

NO.

" •• therJn, .•tc .•

.1,nllleent)

0.0

'l.~_

I ll.v_

Water

11.0

l~:O:

Gray silty sand plastic w/sheiJ

....

w/sarne

clay

Cant.

0.50

~.Y

,.,;

14.0

15."0:

Same as above

Washed

15.0

17.Q:

Gray sandy clay v/soft w/shell

No test 1 blow drove tube 0.7'

2nd blow drove tube below 17'

Jar

17.,0

Jio.O:

Same as above

Washed

20J.O

22 .

.Q:

Gray sandy clay soft w/shell

w/silty sand pockets

Cont.

0.25

z-:.>}J:'

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

22.0

2St.sr.

Same as above

Washed

25.0

27.0:

Gray silty sand v/soft ",/sarne

clay pockets w/shell

\~/some

gravel

Cont,

0.0

,/ -

27.0

30//.2:

Same as above

Washed

'.1

30.0

3~.0:

Gray silty sand coarse grained

w/gravel washed sample

[

No recovery

30.0-30.5 No count

.' '

30.5-31.0 3 blows

'!,.

31. 0-31. 5 4 blows

31. 5-32. 0 No count

Jar 2

35.~

>32 •.

Same as above

Washed

';1

35/0

37&

Gray Silty sand med grained

Washed

w/gravel

sample

No test 100, blows peneteated

less than 0.5'

Jar

'37.1i)

40.j[

Gray silty sand w/gravel w/some

sandstone nod w/some clay balls

Washed

~""t\

~'k,

40.0

41.2:

Light gray clay hard w/silty sa

layers w/caliche and cal nod

Jar

40.0-40.5 No count

::'

40.5-41.0 48 blows

41.0-41.5 79 blows

41.5

45.!£

Same as above

Washed

/45.0

;1 n'g:;;

Light.gray hard w/sandy clay

Tide gage 0.2 9;30 AM

46'.5-

Tide gage 1.3 4;50 PM

pockets w/callche aad cal nod

45.0-45.5 No count

J.,

45.5-46.0 25 blows

46.0-46.5 42 blows

Hole bottomed

in above

!,'"i"h. nf'

lld11!

nrnn "{

fl'

EIIO FORM

1 JUN 57

1836

(TRANSLUCENT)

(EM

1110~2-180J)

PREVIOUS EDITIONS ARE OBSOLETE

PROJECT

HOl[ 10......_ ......._

vl.ola Sri en

351-9

DEPARTMENT OF

THE

ARMY

DIVISIOII

~:wtl~UIil&til;&;A

IISTALLATIOII

IZalv Qist. Eng Div

DRILLING lOG

;u.

HOLE NO.

(A-

.h.,n on

dr•• ,"'

tHI..

ancf

Ijl..

NO.)

'.'

Oom'"

DIRECTION

HOLE

CJ VERTICAL

c::J

INCLINED

~1ilTir

VERTICAL

-,'

v"'

PROJECT

" ... ,

o~'

,..

...

HOLE _0

2- LOCATION (coord".. , .. or

StdlOn)

,...

," N ••' oH

Q.~

1('~{)('

0111 Lli NG AGENCY

,...

NAME OF DR'I LLER

0 ..0

TH ICKNESS

B' DEPTH

OVER""

DR I LLED

BURDEN

I NTO ROCK

1!':T-1O

\ SHEET

,J ,,'

\9'

TOTAL

DEPTH

HOLE

47.0

10.

SIZE AND TYPE OF BIT

11.

DATUM FOR ELEVATION SHOWN

112'

MANUFACTURER'S DESIGNATION OF DRILL

(T8M

IISL)

13'

TOTAL NO. OF OVERBURDEN SAMPLES TAKEN

10'

TOTAL

\15'

ELEV.

16'

OAT

HOL

DTITU•• ED

UNDISTU.BED

:gx.~ORE

GROUND

I;T~.~

C~~L~~~

1 QI'. 1

WATER

17.

ELEV. TOP OF HOLE

lB' TOTAL CORE RECOVERY FOR

19.

SIGNATURE OF INSPECTOR.

BORING (S)

.•......

CLASSIFICATION OF MATERIALS

~~g~~

;~~p~'

(DrJJlJn,

fl_.

_der

IN., depth 01

ELEVATION

'~i:PTH

LEGEN

(D••

jpt

ion)

;n ..

ERY

NO,

••• t.rI.A' .•te.,

II eJ,nlllcant)

0.0

,:.T.

37.6

Water

37.6'

3/!.s..:

Dark gray gray clay w/sand

w/gravel

Jar

,; 1

~,8.5

40.'0,.:

Light gray sandy clay stiff

w/silty sand pockets w/gravel

....:

w/cal

nod

Cont •

1.00

40.~

45.5 :

GraYJlilty sand w/clay pockets

w/some gravel

Washed

....:

Gray Silty sand w/clay pockets

45.5

47.0

¥~:;)

bottom 1.0' light gray clay

" -:

hard w/layers of

fractured sandstone

and cemented sand

w/cal nod

Jar

45.5-46.0 No count

46.0-46.5 22 blows

46.5-47.0

34 blows

I/!

Bottomed in above

....:

Tide gage 1.6 @ 7:50 AM

Tide gage 1. 5

2: 45 PM

Weight of hammer 140#

....:

Drop Distance 30"

i;~

-::

: I

i \

-::

-:.

....:

-::

....:

-- ------ ---_._--------------

ENG FORM 1836

(TRANSLUCENT)

PREVIOUS EDITIONS ARE OBSOLETE

1 JUN 57

(EM 1110-2-1801)

PROJECT

oJ a Sb channel HOLE 10. JgT 19

COl:OUS Christi

OLE

1~1'-11

PROJECT

DEPARTMENT OF THE ARMY

Viola Shin Channel

SHEET

DIYISIOI

Southwestern

2. LOCATION (coord.,•• t .. or SIdJo")

IISTALLATIOI

Galy OJ at

EDg

Djll

Corn us Christi

Sta 1515,100

90' N. centerl

DR ILLI

LOG

DRILLING AGENCY

of Rn," ""erR

,,;(f>

A._..

U' HOLE NO.

(A-

ili'"""_n

on7,..'n,~

.-niT-fH. NO.)

NAME OF DR ILLER

351'-11

Dnoo

DIRECTION OF HOLE

TH ICKNESS

\B' DEPTH

TOTAL

VERT leAl

INCLINED

~~~~~~~l·ITH

OF OVER-"

DR I LLED

DEPTH OF

BURDEN

INTO ROCK

HOLE

47.0

10.

SIZE AND TYPE OF

BIT

11.

DATUM FOR ELEVATION SHOWN

l!12.

MANUFACTURER'S DESIGNATION OF DRILL

(TBII

MSL)

13'

TOTAL NO. OF OVERBURDEN SAMPLES TAKEN

114.

TOTAL

r5'

ELEV.

16'

OAT

HOL

DISTURBED

IUHIHrru.-BED

:gXF~ORE

GROU"D

PTARHO

~~.Pl~!'..ED

1 <l61

WATER

I",

17.

ELEV. TOP OF HOLE

lB' TOTAL CORE RECOVERY FOR

19.

SIGHATURE OF INSPECTOR

BORING

(S)

ELEVATlO!

DEPTH LEGEN.

CLASSIFICATION OF MATERIALS

IMg~~

~~~p~'

(DrlIlJn, IJ......hr

IN •• dept" 01

(D..cription)

ERY

NO'

..... 'herin•.•tc.,

.-l,nJllcant)

17:'U _

0.0

8.3 -

Water

8.3

10.0:

Gray sandy clay soft w/shell

Cant.

0.25

10.0

13.Q...

Gray

s~ndy

clay soft w/sorne

s~ell

Cant.

0.25

13.0

15.Q..:

Sam~

as above

Washed

15.0

17.0 -

Gray

sandy clay soft w/shell

--::

w/clay pockets

Cant.

0.25

17.0

20.0 :

Same as above

Washed

20.0 '

22.0

Gray Sandy clay plastic w/shel

Cant.

0.75

22.0

25.0.:

Same as above w/some cemented

:"':

sand nod

Washed

25.0

;;;:t

:~7.

Gray sandy clay v/soft w/sorne

shell w/some cemented sand nod

Cant.

0.0

27.0

30 •.l..:

Gray silty sand w/sandy clay

layers w/some shell, w/sorne

cemented sand nod

Washed

, 30.,5

32.0:

Gray silty sand w/small gravel

w/some cemented sand nod

Jar

30.5-31.0 No count

31.0-31.5 11 blows

L>'~~

31.5-32.0 14 blows

'~'l,.9.

32.0

' ,"

-,"-

35.0 _

Same as above

Washed

35.0 36.s...::

Gray sandy gravel w/some

sandstone nod

Jar

35.0-35.5 No count

35.5-36.0 16 blows

" "-c:::\

36.0-36.5

20 blows

36.5

ij~i~

Same as above

Washed

,39.5

41.5

Light gray clay hard w/some

cemented sand nod

Cant.

4.00

41.5

45.0 =

Same as above

Washed

45.0

1,;7.0,

Light gray clay hard w/cementec

/ "i";'S :

'sand' nod w/silty sand pockets

;,,/'

w/some gravel

Cant.

4.50f

Bottomed in above

--::.

"eight of hammer

445ft

Drop Dis tance - 30"

Tide gage 1.8 @ 8:35 AM

--:::

Tide gage 1.5 @ 4:00 PM

FORM 1836

(TRANSLUCENT),.

·P.~EVIOUS

EDITIONS ARE OBSOLETE

JUN 57

(EM

1110~2-IBOJ)

PROJECT

Vj 01

a Sh Channel NOLl 10_____

\//

"OLE NO.

3ST-l2

1. PROJECT

DEPARTMENT OF THE

ARMY

DIVISION

Southwestern

INSTAllATION Galv Dist, Eng Div

Viola Ship Channe 1

SHElT

2. LOCATION

(coor .,..,.. or

.tJOn)

-----I

DR ILLI NG

LOG

11' HoLE

No.-rA••h.,.,,,

on du.ln,

TIt]•

• iiillrr.

N0.)

3ST-l2

DIRECTION OF HOLE

IOEGREES WIT"

c:J VERTICAL

C::J INClINEO

VERTICAl

Sta. 1520tOO centerline

'--j

3' DRILLING AGENCY

U. S. Army Corps of Engineers

'?l ";

5. NAME OF DRILLER

Ross

7. TH ICKNESS

OF OVE!!""

BURDEN

DEPTH

9. TOTAL

DRILLED

DEPTH

INTO ROCK

HOLE

10. SIZE AND TYPE OF BIT

111.

DATUM FOR ELEVATION SHOWN

112 .

MANUFACTURER'S DESIGNATION OF DRILL

(TBM

MSL)

47.5

13' TOTAL NO. OF OVERBURDEN SAMPLES TAKEN

'14.

TOTAL

If5'

[LEV.

16.

DATE HOL

STU.BEO

NO. CORE

GROUND

S1.A.f'

C2~PlETEO

196

BOXE

WATER

<! 1

DeC

<! 1

Dec

17.ELEV. TOP OF HOLE

ELEVATIONI

DEPJ"H ..ILEGENI

-/"

0.0

40.0

41.0

f?:;

_. '

It,rr.:tt

r?~:A"::'

41:0-

A"?

C,'._

45.5-J

45.5

~:,i;

47.S.

47.5

t" I.

18' TOTAL CORE RECOVERy FOR

80RING (")

19. SIGNATURE OF INSPECTOR

CLASSIFICATION OF MATERIALS

(D~.er

ipt

ion)

IT. COR, BOX

IH.I"IAI'C "'.;)

RECOV

$AMPl

(DrJIlln, fig,

•• ter

loa ••

d.ptll

ERY

tlO'

•••

therln.: •

• te .•

.1,nUle."t)

Water

Top 0.7 ft. gray silty sand

w/gravel and shell

Bottom 1.2 ft. light gray

gravel sandy clay v/stiff

w/ca

nod and shell

Same as above, w/small sand

pockets

Washed, sample, gray silty san,

wlclay pockets w/grave1

Bottomed in above

Tide gage 2.4 @ 8:10 AM

Water depth 39.3

Tide gage 2.1 @ 2:30 P.M.

Cont. 1

2.25

Washed

Jar 1 No recovery

ENG FORM

1836

(EM 1110.1-1801)

1 MAR 61

TRANSLUCENT

PREVIOUS EDITION MAY BE USED

UNTIL e:XHAUSTEO.

PROJECT Viola Channe 1

HOLE 10:3

§I::ll

~OLE

HO.

3S1'-13

1. PROJECT

DEPARTMENT OF THE

ARMY

SHHT

"in1" Rhin Channel

DIYISIOII

Southwestern

2. lOCAT ION (cooiflT,.., .. or

Sta'

JOlt)

INSTALLATION

Galv Dist, Eng Div

Sta.

1525,100

Corpus Christi

110 N centerl ne

DR I LLI

LOG

3' DRILLING AGENCY

U. S. Armv r.orns of Engineers

li.

HOLE NO.

(A.

alt_1t Oft dr•• In' IJrl. and

Ijl.

N0.)

5. NAME OF DRILLER

~""'_1'>.

Ross

/;,'

.""\

DIRECTION OF HOLE

7. TH ICKNESS

18' DEPTH

19' TOTAL

CJ VERT ICAl

INCLINED

~~:~:~!lWITH

OF OVER'"

OR I LLED

DEPTH OF

8URDEN

INTO ROCK

HOLE

•

10. SIZE AND TYPE OF 81T

11. DATUM FOR ELEVATION SHOWN

112. MANUFACTURER'S DESIGNATION OF DRILL

(TBM

MIL)

13' TOTAL NO. OF OVER8URDEN SAMPLES TAKEN

110' TOTAL

r5' ELEV.

116.

ATE HOLf

DISTURBED

UNO,,'UR.tU

:gXEg

ORE

GROU.D

pT ARl£O

COMPLETED

WATER

19 Dec

19 Dec 1961

17' ELEV. TOP OF HOLE

18' TOTAL CORE RECOVERY FOR

19. SIGNATURE OF INSPECTOR

80R ING

(S)

ELEVAT ION

DE'Pfir

\EGEH[

CLASSIFICATION OF MATERIALS

:E~g~~

I~~~'~~

(Drillin, ti",.,

•• hr 1_••

dap'" 01

(D••cl'

ipt Ion)

ERY

NO,

••• tlterln4 ••fc.,

11 .i,nl/le...')

0.0

ill:>

,/,~

. 7;5_

Water

I-

17.5

20.0..:

Gray silty sand vlsoft w/some

shell w/some clay

Cont.

0.0

20.0 22.0..:

Gray silty sand vlsoft w/shell

Cont.

0.00

No sample

22.0

25.0 :

Washed, same

as above

25.0

26.5

Washed sample

gray silty sand

med grained

No recovery

25.0-25.5

No count

25.5-26.0

26.0-26.5

blows

Jar

26.5 30.0:

Washed, same as above

from 29.0 to 30.'0 some gravel

No sample

30.()

31.5:

Washed, sample

gray silty sand med grained

,q/small gravel

No recovery

30.0-30.5 No count

I--

30.5-31.0

74 blows

31.0-31.5 85 blows

Jar

I--

31.5

35.0 :

Washed, same

as above

From 34.5-to 35.0 light gray

I--

-::

clay pockets

No sample

35.0 37.0..::

No recovery, waShed sample

I--

gray silty sand w/small gravel

I=-

w/small cemented sand nodules

Jar

I--

37.0

40.0:

Washed, same as above

No sample

t:::

40.0

41.~

Light gray gray silty sand

I=-

med. grained w/some clay

jar

40.0 -40.5

No count

..:.

40.5-41.0

33 blows

I='"

41.0-41.5 37 blows

41.5

45.s.:::

Washed, same as above

No sample

45.5

47.0:

Gray silty sand med grained

/'-:

w/some small cemented sand

=--

nod

No recovery

Jar 5

45.5-46.0

No count

'0-'1/

46.0-46.5

No test •

46.5-47.0

No count

-::

Hole bottomed in above

Tide gage 1.3 @ 8:35 AM

Water depth 17.5

::-

..:.

Tide gage 2.1 @ 3.00 P.M.

C0-

l--

I--

---- -----

EHG FORM

t MAR 61

1836

(EM

1110-1-1801)

TRANSLUCENT

PREVIOUS EDITION MA.Y BE USED

UNTIL EXHAUSTED.

PROJECT Vj 01 a Sh Cb

HOLE 10. 38

--'

HOLE "0. _

3$'1'-14

1. PROJECT

DEPARTMENT OF THE ARMY

Hi.tlla Channel

SH~~T

DIVISIOII

Southwestern

2. LOCATION (coord,,..,.. or Sht,on)

IISTALLAT I ON

G~l~

Ui§t, Ens

Dj~

Corpus Christi

Sta.

1530iOO

5' south cent rl;

). DRILLING AGENCY

DR ILli NG LOG

"...i,

t):-

U' HOLE NO.

(A.

a".." on dr•• ,n, r

I •

.....

,f,.

N0,)

NAME OF DRILLER

~'::'1'_1t...

Rn""

DIRECTION OF HOLE

THICKNESS

18' DEPTH

TOTAL

c:J VER11CAl

c:::J

INCLINED

IUt •• t" .,,"

OF DVEI!"""

DR I LLED

DEPTH

VERT I CAl

8URDEN

INTO ROCK

HOLE

47.5

10. SIZE AND TYPE OF BIT

11. DATUM FOR ELEVATION SHOWN

rZ'

M.ANUFACTURER.S DESIGNATION OF DRILL

(TBM

MSL)

1). TOTAL NO. OF OVERBURDEN SAMPLES TAKEN

1~·

TOTAL

r5'

ELEV.

,16'

OAT

HOL

DISTURBED

UNO ISTu•• tu

:gXE~ORE

GROUND

I'~A~T~~r

Cg~L~:E:

QI'.

WATER

17' ELEV. TOP OF HOLE

18' TOTAL CORE RECOVERY FOR

19. SIGNATURE OF INSPECTOR

80RING (II)

ELEVATIO

DEPTH LEGEN

CLASSIFICATION OF MATERIALS

~E~g~~

~~~P~:

(DrJIlJ.n, tip,

... te,.

1_•• d.,,'h 01

(D••

CI'

,'pt

ion)

ERY

HO'

••• ther/nC •• te ••

aJ.,nllJc..,')

0.0

36.S:

Water

36.5

39.0::

Gray silty sand medium grained

f---

w/some shell

Jar

I-

41.5:

39.0

Washed, same as above

I-

41.5

43 •

.s::

Gray sandy clay plastic w/some

shell w!gravel w/cemented sar

nod

les

w/c1ay pockets

Cont.

0.50

43.5

46.0:

Same as above, becomming

more sandier at 45.5

No sample

46.0

47.5:

Sandy gravel w/clay pockets

46.0-46.5 No count

46.5-47.0 16 blows

I-

f--

47.0-47.5 13 blows

Jar

I=-

.. -

Hole bottomed at 47.5

I-

Weight of hammer 140#

I-

Drop Distance - 30"

I-

Tide gage 2.1 @ 10:45 AM

I=-

Water depth 36.5

I-

Tide gage 2.3 @4:50 P.M.

I-

:::

I-

:::

I--

:::

I-

f=.

-::

I-

:::

I-

I=-

:::

I-

-::

-=-

I-

:::

I-

f--

I-

-::

f--

I-

I--

t;;..

ENG FORM

1836

(EM

1110.1-1801)

PREVIOUS EDITION MAY BE USED

1 MAR 61

TRANSLUCENT

UNTIL. EXHAUSTED,

PRDJECT_-:--:-_-.-_--::-_

Viola Channel

"01.[ 10. -"..__

3ST-l4

otl>J(R'I'HEMl'ilOF>iTMEliUMr",

Div~"'$fOf)~i,

io.'tqJQI tQIl'P

III:STMruAT'f'bitjj~

Qalv 9i8t:, i'Qg

-Q:V.,;

0.0

lO.O.

.12.0

15.0

17.0

20.0

22.0

27.

\4.5:

-1

36.0

IlIUI1L!1NGGLOGG

. Water

-fi.dc

,b<-"~;'---::

'f,

•

i~!

;:.\

~l:a:fisf1:ty:sahd:

v/soft

.wIs1:ual'l>" /...,' (/

:::,2>

',2:i.d-e ':,z/Jg;fL 2. J, (J';,;:L

,,,\YI

IltlsWea

H'salne as above

T id,g g}:,ge

2,:3 (J :;;;

1,~';

:'-)!:'i

Gray sandy clay w/some shell

No il?Ji'st

l;tu'&e'liieiit

68ilbot

Prf') r""

.,~,

'.'

J'"

"v .,

te'!I'~

ravg'cw. '.'

Washed, same as above

Gray sandy

clay v/soft w/some

shell

washed, same as above

First 0;5 same as.above

Gray silty sand med grained

w/some shell,

Washed same as above

Gray

silty sand med grained

w/pea gravel washed sample

30.0-30.5 No count

30.5 .. 31.0 43 blows

31.0-31.5 46 blows

Washed, same

as above

Gray

silty sand med grained

gravel w/clay pockets

34.5-35.0 No count

35.0-35.5 5 blows

35.5-36.0 9 blows

Washed, Gray

silty sand

w/gravel - No recovery

36.0-36.5 17 blows

36.5-37.0 15 blows

Washed

Washed,

gray silty sand

Light gray

42.0-42.5

42.5-43.0

43.0-43.5

silty sand med

No count

35 blows

80 blows

Washed, same

as above

Light gray Silty sand w/clay

pockets w/gravel

45.4-46.0 No count

46.0-46.5 32 blows

-47.0 67 blows

:;~i836'.·_~-:·::\E~f,.j~11Ci.,;~~i801)

\,,;,

PREVXOUSJ EotT,ION.

MA.:~;

B,E,PSEO

"'TRANSLUCENT

UNTIL;~ie:·XH"US.T_EO.

Cont. 1

0.00

Jar

Cont. 2

0.0

Washed sample Jar 2

No sample

Jar 3

Jar 4

Jar 5

Jar 6

No sample

Jar 7

Q.:t.q.;ta",~el*4AH~,.l

HOLE HO.

3ST-16

PROJECT

DEPARTMENT

THE

ARMY

DIVISIOM

Southwestern

Viola Channe 1

2. LOCATION (coord,,..,.. or Shinn)

SHEET

I.STALLATION

Ca 1'7 ;gist J iRS 9i"

Corpus Christi. Sta.

1540/00

centerline

DRILLING lOG

.~.

HOLE NO.

(Ae

e"-." on

4,."

in,

t it

I •

• rwl

f i

N0.)

3ST-l6

DIRECTION OF HOLE

IDEGREES wla

c::J YElI:IICAl

r=J INCLINED

VERTICAL

3. OR I LLiNG AGENCY

f:.

A'r"mu

nf' l?'l

NAME OF DRILLER

Ross

THICKNESS

OF OVER-

BURDEN

B' DEPTH

OR I LLED

INTO ROCK

TOTAL

DEPTH Of

HOLE

47.0

10.

SIZE AND TYPE OF BIT

11.

DATUM FOR ELEVATION

(TSM

or 1115

SHOWN

T12'

MANUFACTURER'S DESIGNATION OF DRILL

13\

TOTAL NO. OF OVERBURDEN SAMPLES TAKEN

1..

TOTAL

[LEV:-

,,1,.,6"'•...,'"

DATE-lla[

-~rsl\tJRB[D

IUNOISTURBEb

NO.

CORE

AnY~~

GROUtrtO

Sl ART EO

WA,TER

?O_ n,

COMPLETED

1)1\

n ........ 1n(.,

17' ECEV. TOP OF HOLE

[LEV'A!

ION

,0.0 '\

39.0

40.5

42.0

45.5

DE PTH

J~EGEN

-),

I). l?,

39,0.;,

___

rJ-

40..:s:

42.'()-

45~

4/)

I{-:?-

;700;:

/li

4..[4....

lB' TOTAL CORE RECOVERY FO.

19.

SIGNATURE OF INSPECTOR

BOR ING (.)

CLASSIFICATION OF MATERIALS

(D••

eription)

RECOV SAMPl

(DrlllJn,

ri~

••

• ate,. loa.,

dept"

II cOR1BOX

REMARKS

ERY

HO' •••

tlterJn~

••tc .• U.J,nJlJc.ntj

Water

Light gray gray sandy silt

v/soft w/some gravel going

into a sandy clay at bottom

of sample

Light gray sandy clay hard

w/clay seams w/cemented

sand nod

Same as above

Top half of sample

Light gray sandy clay hard

w/cemented sand nod

Bottom

half of sample

Light gray sandy clay w/cementFd

sand nod w/silty sand pockets

Bottomed at 47.0

Tide gage 2.1 @ 10:45 AM

Water depth 39.0

Tide gage 2.3 @ 4:50 PM

Jar

Cant. 1

Washed

Cont. 2

4.00

4.51

"'.....,

:,1

ENG FORM

, MAR 61

1836

(EM

1110-1-1801)

TRANSLUCENT

PREVIOUS EDITION MAY BE USED

UNTIL EXHAUSTED.

PROJECT ..

ill:

..r " 8: 6i8une

HDL£ IO'3Sf_16

DEPARTMENT OF

THE

ARMY

DIVISION

Southt.estern

IISTALLATION

Galv Diet, Eng Div

DRILLING lOG

5. NAME OF DRILLER

•

ELEV. TOP OF HOLE

lIe. TOTAL CORE

eORING

(11)

0.0

4.5

B.O

10.0

15.0

17.0

20.0

22.0

25.0

27.0

30.0

32.0

35.0

36.

40.0

41.5

45.5

CLASSIFICATION

MATERIALS

(D••

eriptioft)

Water

Gray

silty sand v/soft med

grained w/shell

Washed same as above

Gr~y

sandy clay v/soft

shell

No test 1 blow

drove tube past test

Washed, same as above

Gray

sandy clay v/soft w/shell

No test 1 blow drove tube

past test

Washed, same as above

Gray

sandy clay soft w/shel1

Washed, same as above

Light gray sandy clay soft

bottom 0.5 fe. gray silty sand

coarse grained

Washed, same as above

Gray

silty sand wlpea gravel

w/shell

No recovery washed sample

30.0-30.5 No count

30.5-31,0 5 blows

31.0-31.5

blows

31.5-32.0 No count

Washed, same as above

35.0-35.5 No count

35.5-36.0 16 blows

36.0-36.5 19 blows

Gray

silty sand wlpea gravel

",j:lIne clay at bot totn of samp 1e

I!-"

Washed light gray 'sandy clay

w/cemented sand layers

Light gray sandy clay v/stiff

w/cemented sand layers

Washed, same as above

Light gray sandy clay hard

w/ce~entep

sand layers

Bottomed in above

,8:15 AM

Tide

HOLE MO.

)

Cont. 1

No sample

Jar

No sample

Cont. 2

No sample

Cont. 3

No sample

Jar 3

No sample

Jar 4

No sample

Cont. 4

No sample

Cont. 5

4:15 P.M.

EIO

fORM

1836

(TRANSLUCENT)

PREVIOUS EDITIONS ARE OBSOLETE

1 JUN 57

(EM

1110-2-1801)

PROJECT Viola Channe

SHEET

0.0

0.25

3.00

4.501

HOLE 10. - -- -

\//

HOLE MO.

311'1'-lS

1. PROJECT

DEPARTMENT

THE

ARMY

SHEET

DIYISIGI

SO'ztbrm:,terJ.1

Vi n 1:;! Shin ....1-.

2. lOe AT ION {C-6ord

If..

t.. or -STat jon)

••STALLATIOII

Galy Dist

Eng Di1'

525

centerline .&Ta.

155~

DR ILLING

LOG

OR' LLiNG AGENCY

1. .........'<17

f'I.

IS- HOLE NO.

(A-

"tawn on

dra,rift4

ana

h). NO.)

NAME Ofi)RILLER

1S'I'-IS

Dna

DIRECTION OF HOLE

I 7' THICKNESS

bEGREts

WITH

OF OVER-

CJ VERTICAL

c::J INCLINED

VERTICAL

BURDEN

....~

ll',

DEPTH

OR I LLEO

INTO ROCK

TOTAL

DE PTH

HOLE

47.5

10.

SIZE AND TYPE OF.

BIT

111-

DATUM FOR ELEVATION SHOWN

112'

MANUFACTURER'S DESIGNATION OF DRILL

C.H... .o1hu Tub@- ... 1H

(TBII

ICSL)

DATE HOf

URBED

NO. CORE

GROUND

51 "RTtn

COMPlt'H:-o

-n..:. ....

10&'1

13'

TOTAL No.-OF oVERijuifDEN SAMPLES TAKEN

1~·

TOTAL

15.

ELEV-;

~6'

flnn~

WATER

h D2C

(

/17'

£lEV. TOP OF HOLE

18'

TOTAL CORE RECOVERY FOR

19.

SIGNATURE OF INSPECTOR

36.S

DEPTH,I LEGEN'

~'Y

<')

Jr.:"i'7

~9.<f

13..0:

15. ()

17.

20..0:

22.(}

25. (}

27:([

30 •. 0;

,,,\

/-<>,

::3Z1[

35.J:[

36.£

. ,,!,

.;~

1 ;1,-If

.K6',(t

1'''48i

?l,~;

40.0

\42.0

45;5

42.0-

45.5:

4.7.5::

,3"7

80R I NG (11)

,v.

CLASSIFICATION OF MATERIALS

(D••

er ipt ion)

REeOV SAHPl

(DrJJJln, ti_ •

...t.,. 1000a, dep'" 4)1

I' COR

110X

KtMO.

ERY

NO. ••• ''''rlft' •• te .•

eJ,nUlcenf)

Water

Gray sandy clay v/soft w/shell

Washed, same as above

Gray

sandy clay v/soft w/she.U.

Washed, same as above

Gray

sandy clay v/soft w/shell

w/clay pockets

....

Washed,

sam~

as above

Light gray sandy clay v/stiff

w/cal nod

Washed,

same as above

Light

g~ay

sandy clay plastic

w/silty sand pockets

Washed, gray silty sand w/lome

pea gravel ,./shell.

"jJ/

35.0-35.5

35.5-36.0

36.0-36.5

No count

11 blows

15 blows

Washed from 35.0'to 40.0

after drive test from 35.0-36.5

Gray silty sand w/shell and

gra~el

about to 37.0

Light gray clay w/gravel from

37.0- to 40.0

Brown tan sandy clay hard w/cal

nod

Washed,

same as above

Light gray sandy clay v/stiff

w/silty sand pockets w/cal nod

Bottomed

in above

Tide gage 2.3' @ 7:55 A.M.

Water depth 9.4'

Tide gage 2.2' @ 3d!lO

t.M.

Cont.

No sample

pont. 2

No sample

Cont. 3

0.0

No sample

Cant. 4

2.00

No samp'le

Cont.

0.50

No sample

No recovery

Jar 1

Cant.

4.50,1

No sample

Cant. 7

3.50

E. -fORM I B38

(TRANSLUCENT)

PREVIOUS EDITIONS ARE OBSOLETE

1 JUN 57

(EM

1110.2-180J)

MOJECTViQ]Q ChaQQeJ

HOLE 10.35T-18

(~"

DEPARTMENT

THE

ARMY

DIVISION

Southwestern