8

12

10

4-5-5

N=10

4-4-9

N=13

5-8-10

N=18

1-1-1

N=2

3-9-13

N=22

6-7-7

N=14

1-1-2

N=3

7-8-7

N=15

7-6-6

N=12

7-11-16

N=27

6-10-12

N=22

4-6-7

N=13

2-3-4

N=7

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

24.0

26.0

POORLY GRADED SAND WITH SILT (SP-SM)

, gray,

very loose to medium dense, with shell fragments

CLAY

, reddish brown and light gray, medium stiff, with

calcareous nodules

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 6 feet; wet rotary thereafter.

Abandonment Method:

Not applicable

Notes:

Project No.: 91175047

Drill Rig: Truck

Boring Started: 07-13-2017

BORING LOG NO. B-13

CLIENT: Atkins North America, Inc.

Houston, Texas

Driller: Van and Sons

Boring Completed: 07-13-2017