13

18

24

20

13

WOH

WOH

4-6-3

N=9

2-4-10

N=14

5-8-11

N=19

7-10-16

N=26

8-11-16

N=27

12-17-22

N=39

10-18-24

N=42

5-8-8

N=16

6-7-9

N=16

6-7-6

N=13

5-6-8

N=14

- WOH = Weight of Hammer.

- Water depth of about 8 feet at the time of our field program.

4.0

26.0

CLAY

, gray, very soft

SILTY SAND (SM)

, gray, loose to dense

- with clay pockets 18 to 22 feet

- with shell fragments below 18 feet

Boring Terminated at 26 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

20

25

SAMPLE TYPE

STRENGTH TEST

FIELD TEST

RESULTS

Galveston Bay

Galveston, Texas

SITE:

Page 1 of 1

Advancement Method:

Dry augered to 18 feet; wet rotary thereafter.

Abandonment Method:

Not applicable

Notes:

Project No.: 91175047

Drill Rig: Truck

Boring Started: 07-17-2017

BORING LOG NO. B-20

CLIENT: Atkins North America, Inc.

Houston, Texas

Driller: Van and Sons

Boring Completed: 07-17-2017

Exhibit: