46

11

7

13

WOH

1-1-1

N=2

4-5-9

N=14

6-9-11

N=20

5-6-9

N=15

5-7-5

N=12

11-16-19

N=35

5-6-4

N=10

1-2-3

N=5

3.5 (HP)

- WOH = Weight of Hammer.

- Water depth of about 6 feet at the time of our field program.

2.0

4.0

12.0

16.0

20.0

SILTY, CLAYEY SAND (SC)

, gray, very loose, with shell

fragments

SANDY CLAY

, gray, soft, with shell fragments

POORLY GRADED SAND WITH SILT (SP-SM)

, gray,

medium dense, with shell fragments

SILTY SAND (SM)

, gray, medium dense to dense, with

shell fragments

CLAY

, gray and tan, medium stiff to very stiff, with

ferrous nodules

- reddish brown and light gray below 18 feet

Boring Terminated at 20 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 18 feet; wet rotary thereafter.

Abandonment Method:

Not applicable

Notes:

Project No.: 91175047

Drill Rig: Truck

Boring Started: 07-12-2017

BORING LOG NO. B-10

CLIENT: Atkins North America, Inc.

Houston, Texas

Driller: Van and Sons

Boring Completed: 07-12-2017