LOG OF SOIL BORING HG-09-15780.GPJ HVJ.GDT 1/11/10

Date: 7/30/2009

Northing: 13,792,267.4

Easting: 3,248,555.0

LIQUID LIMIT

= Hand Penet.

ELEV.

DEPTH,

FEET

0

5

10

15

20

25

30

PLASTIC LIMIT

LOG OF BORING

-15

-20

-25

-30

-35

-40

Shear Types:

= Torvane

PLATE A-a

SOIL SYMBOLS

SAMPLER SYMBOLS

AND FIELD TEST DATA

% PASSING

NO. 200 SIEVE

DRY DENSITY

PCF

CONTENT, %

Project No.: HG0915780

Elevation: -10.4 feet

Station: --

Offset: --

MOISTURE

SHEAR STRENGTH, TSF

= Unconf. Comp.

0.5

1.0

1.5

2.0

Project: Atkinson Marsh Cells 7,8 & 9

Boring No.: BC-6 (Depth of Water = 13 feet)

Groundwater during drilling: 0 feet

Groundwater after drilling: ---

= UU Triaxial

SOIL/ROCK CLASSIFICATION

10

20

30

40

50

60

70

80

90

---

Shear Types:

= Torvane

PLATE A-b

SOIL SYMBOLS

SAMPLER SYMBOLS

AND FIELD TEST DATA

% PASSING

NO. 200 SIEVE

DRY DENSITY

PCF

Project No.: HG0915780

Elevation: -10.4 feet

Station: --

Offset: --

SOIL/ROCK CLASSIFICATION

-45

-50

-55

-60

-65

-70

= Unconf. Comp.

LOG OF SOIL BORING HG-09-15780.GPJ HVJ.GDT 1/11/10

30

35

40

45

50

55

60

ELEV.

DEPTH,

FEET

= Hand Penet.

LIQUID LIMIT

Date: 7/30/2009

Northing: 13,792,267.4

Easting: 3,248,555.0