5

12

WOH

5-4-6

N=10

3-5-10

N=15

5-7-14

N=21

9-26-28

N=54

6-10-18

N=28

5-10-11

N=21

11-13-27

N=40

9-15-20

N=35

6-8-10

N=18

4-6-6

N=12

3.0 (HP)

- WOH = Weight of Hammer.

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

2.0

22.0

24.0

CLAY

, gray, very soft, with shell fragments

POORLY GRADED SAND WITH SILT (SP-SM)

, gray,

medium dense to very dense, with shell fragments

CLAY

, reddish brown and light gray, very stiff, with

ferrous nodules

Boring Terminated at 24 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

SAMPLE TYPE

STRENGTH TEST

FIELD TEST

RESULTS

Galveston Bay

Galveston, Texas

SITE:

Page 1 of 1

Advancement Method:

Dry augered to 12 feet; wet rotary thereafter.

Abandonment Method:

Not applicable

Notes:

Project No.: 91175047

Drill Rig: Truck

Boring Started: 07-13-2017

BORING LOG NO. B-11

CLIENT: Atkins North America, Inc.

Houston, Texas

Driller: Van and Sons

Boring Completed: 07-13-2017