12

1-1-1

N=2

2-2-3

N=5

1-1-1

N=2

WOH

2-6-8

N=14

6-11-13

N=24

7-9-11

N=20

2.0 (HP)

- WOH = Weight of Hammer.

- Water depth of about 7 feet at the time of our field program.

2.0

6.0

13.0

16.0

SAND

, dark gray, very loose, with shell fragments

CLAY

, gray, soft to medium stiff, with shell fragments

POORLY GRADED SAND WITH SILT (SP-SM)

, gray,

very loose to medium dense, with shell fragments

- with clay pockets 6 to 10 feet

CLAY

, gray and tan, stiff to very stiff, with ferrous

nodules

Boring Terminated at 16 Feet

GRAPHIC LOG

Stratification lines are approximate. In-situ, the transition may be gradual.

Hammer Type: Automatic

THIS BORING LOG IS NOT VALID IF SEPARATED FROM ORIGINAL REPORT. GEO SMART LOG-NO WELL 91175047.REV1 GALVESTON BAY SAN.GPJ TERRACON_DATATEMPLATE.GDT 11/2/17

COMPRESSIVE

STRENGTH

(tsf)

STRAIN (%)

TEST TYPE

PERCENT FINES

WATER

CONTENT (%)

DRY UNIT

WEIGHT (pcf)

LL-PL-PI

ATTERBERG

LIMITS

WATER LEVEL

OBSERVATIONS

DEPTH (Ft.)

5

10

15

SAMPLE TYPE

STRENGTH TEST

FIELD TEST

RESULTS

Galveston Bay

Galveston, Texas

SITE:

Page 1 of 1

Advancement Method:

Dry augered to 14 feet; wet rotary thereafter.

Abandonment Method:

Not applicable

Notes:

Project No.: 91175047

Drill Rig: Truck

Boring Started: 07-12-2017

BORING LOG NO. B-4

CLIENT: Atkins North America, Inc.

Houston, Texas

Driller: Van and Sons

Boring Completed: 07-12-2017