See Plate 1 for boring location

Note: The blow counts shown are for wire line hammer sampler penetration, not for the Standard

Penetration Test (see Key to Terms and Symbols Used on Boring Logs).

Project Name: Mid,aay Marsh

Bor.ingNo.: 8-12 (.01 B)o/~

Water Depth: 10.5 feet

Time Water Depth Measured: 19:30

I

l

. -

I

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ShearTypes:. =HandPenetrometer

. = .'orvane

8 =~ivane

T =Reid \:ane

A. =Unconfined Compression. =UU Triaxial Compression e =CU Triaxial Compressio~

SOil SYMBOLS

SAMPLER SYMBOLS

AND FJELD TEST DATA

C . i

V

V

I

~

/

20/24-

20/24"

f2/2.'

clay wI silt seams below 32'

.

'

'.. ,'..

Very stiff brown SILTY CLAY

Medium dense brown SILT

wI clay layer at 21.5'

wI clay seams below 22'

silty clay below 14'

stiff to very stiff olive and light brown

.

Very soft olive gray CLAY wI shell to 8

SOIL DESCRIPTION

-

nr; OF SO-L BaR

HVJ ASSOCfATES.INC

Date: 4-5.01

89

w

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~~In

1n0

C(O

Q.N

~O

Z

--

NG

1101

105

109

>-

~

Vi

z...

WU

OQ.

>-

a:

0

Project No. 99-217G-O3

Aporox.

Elev.: -7.6. ML T

Northing:

653804

Easting'

3298370

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Q.a: