7

12

5

14

23

3-6-6

N=12

5-7-13

N=20

5-7-10

N=17

8-10-13

N=23

6-9-11

N=20

10-11-19

N=30

5-10-15

N=25

16-17-27

N=44

17-24-28

N=52

7-8-8

N=16

10-17-20

N=37

4-3-1

N=4

5-5-5

N=10

- Water depth of about 10 feet at the time of our field program.

16.0

26.0

POORLY GRADED SAND WITH SILT (SP-SM)

, gray,

medium dense to dense

- with shell fragments 6 to 10 feet

SILTY SAND (SM)

, gray, loose to very dense, with shell

fragments

- with clay pockets 16 to 18 feet

- with clay pockets below 22 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 20 feet; wet rotary thereafter.

Abandonment Method:

Not applicable

Notes:

Project No.: 91175047

Drill Rig: Truck

Boring Started: 07-14-2017

BORING LOG NO. B-18

CLIENT: Atkins North America, Inc.

Houston, Texas

Driller: Van and Sons

Boring Completed: 07-14-2017