Projec-: No. 99-217G-QO

Aoprox. Ele'I.:

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EQs"tin~__32962~1.3

lOG OF SOIL BORING

Project

NaMel

Mid Ba.y Ma.rsh Site

Bo.'!ng No.:

MB-S

(OOB) 5

DC!te:

IJIl ter Depth:

8 feet

Sta. "Cion:

TiMe 'Ja.ter Depth Mec.sured:

01130

Offset:

~

l/uciU

.,,-

'-

0

42+737

2809.2

10

t:;>

'...(>

--

I,d<

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ELE"/.

DEPTH

rEET

SOIL S'(MBOLS

SAMPLER SYMBOL

AND FIELD TEST DA

SHEAR STRENGTH, TSr

. , . '" 1.9

0.6 0.9 i.2 1.5

snI~ DESCRIP.'TiON

0.3

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,-

V'1

:-'1

<;:

rA

MOISTURe:>

CONTENT.

i:l

PLASTIC LIMIT I-i LIQUID LIMIT

2~

50

7~~__100 125

~

92

)(

,

~g

.

Very soft olive grCly CLAY

wi CClICClreous nodules Qnd shell

FragMents to 5'

stifF to very stiff' greenish

gray and reddish brown cia-v wi

cCllcnreous nodules below 5"

wi sAt partings lO'-~S'

l~

.!A

96

,

... "

'..."""'.'..'

Dense reddish

brown