Pr~jec+; No.

99-217G-QO

App:rox.. Ele'I.:

-7.0 MlT

Northing;

660S~7

~~stJ~~3~96722.3

7/02/00

i

40""664

4909.2

(oodr SOIL EORING

Project

Nal'1e' ~"!d3ClYMorsh Site

Boring No.:

~-!B-? ( OOB) 2

JClte:

'w'~ter Depth;

5 fee t

S,a"tlon

TiMe ""a-tE'1"Deo"th ~Ieasur~d: - _~7_-

Qrrse"t:

(,.,}>'"

~

~~

~i

~

I b

~

z.

\6(

ElEV.

OCPTH,

FEET

SHEAR STRE1'IGTH,TSF

..... !I 8

0.6

0.9

1.2

1.5

-

SOIL DESCRIPTI~

I

~

~"OISTURt!> CONTENT, %

;PLASTIC LIMIT I-f

LIQUID LIMIT

25

50 _7_5- 100 125

f

93

Very soft

olive

gro.y CLAY

wi shell

frc.gMents

"to II}'

.1 sandy silt pockets

to 5'

wi wood fragMents

5'-1'

~

-10

~l

n

firn to stiff

brown Qnd blu~i5h

e~o

gray 'NI slickensides

10'-15'

*(

r-ac

<b

s1lff' to very

s1if'f reddish

k,)rown below

IS'

18

~:

~

-30

~

sa

l

wi silt PQr-tings 25'-30'

d)

'g'O

~

wi slickensides

30'-35'

-40

40

-50

$Q

-69

60

-70

.. =F"ield V an~

0=CU Triaxial

CoMpression

+=Tor'/c.ne

8=MinivClne

+=!jU ir:Clxial CoMpression

$~r

Types:

.=Hnnd

?ene~rOMe,er

.=Unconfined

CoMpression

r10"'..for

:he Standnra

Nn+o.

_.~.

Th

..~o b'.",--~.,.;';'I.v"

c'"

-~..~.;.-

-"'~"

n ,"",-,_"'_.M'~"~""~

""0

~,,~