15

12

20

25

0.25 (HP)

5-7-7

N=14

4-9-8

N=17

5-10-15

N=25

8-11-17

N=28

3-5-5

N=10

3-4-6

N=10

6-8-14

N=22

6-7-16

N=23

5-9-18

N=27

8.0

20.0

SILTY SAND (SM)

, tan, loose to medium dense

- with scattered roots 0 to 2 feet

- gray 2 to 6 feet

- tan 6 to 8 feet

POORLY GRADED SAND WITH SILT (SP-SM)

, tan,

medium dense

- gray below 10 feet

- with clay pockets 10 to 14 feet

Boring Terminated at 20 Feet

GRAPHIC LOG

Stratification lines are approximate. In-situ, the transition may be gradual.

Hammer Type: Rope and Cathead

THIS BORING LOG IS NOT VALID IF SEPARATED FROM ORIGINAL REPORT. GEO SMART LOG-NO WELL 91175091 GALVESTON ISLAND REDO.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

Stavanger Property

Galveston, Texas

SITE:

Page 1 of 1

Advancement Method:

Dry augered to 6 feet; wet rotary thereafter.

Abandonment Method:

Boring backfilled with soil cuttings upon completion.

Notes:

Project No.: 91175091

Drill Rig: ATV

Boring Started: 09-29-2017