LOG OF BORING

LOG OF SOIL BORING HG-13-15380.GPJ HVJ.GDT 12/19/13

0.5

1.0

1.5

2.0

LIQUID LIMIT

= Hand Penet.

ELEV.

DEPTH,

FEET

PLASTIC LIMIT

Shear Types:

-30

-35

-40

-45

-50

-55

-60

0

5

10

15

20

25

30

35

MOISTURE

SOIL SYMBOLS

SAMPLER SYMBOLS

AND FIELD TEST DATA

Light Olive Brown Silty Clay

(Munsell 5/4 2.5Y)

Project: McFaddin NWR Sand Source Investigation

Boring No.: MF-VC-13-08

Groundwater during drilling: ---

Groundwater after 24hrs: ---

SOIL/ROCK CLASSIFICATION

= UU Triaxial

PLATE 8

D50, MM

Project No.: HG1315380

Elevation: -25.7 feet

Station: --

Offset: --

= Unconf. Comp.

% PASSING

NO. 230 SIEVE