2-3-1

N=4

1-3-4

N=7

1-1-1

N=2

4-8-11

N=19

4-9-15

N=24

4-9-11

N=20

11-14-19

N=33

6-8-14

N=22

4-6-7

N=13

5-5-2

N=7

1-2-4

N=6

1-1-1

N=2

2.5 (HP)

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

12.0

20.0

25.0

POORLY GRADED SAND (SP)

, gray, very loose to

medium dense, with shell fragments

POORLY GRADED SAND WITH SILT (SP-SM)

, gray,

loose to dense, with shell fragments

CLAY

, gray, soft to very stiff

- with shell fragments 20 to 24 feet

- reddish brown and light gray, with ferrous nodules below

24 feet

Boring Terminated at 25 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.)

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-14

CLIENT: Atkins North America, Inc.

Houston, Texas