4-5-5

N=10

10-11-14

N=25

5-6-8

N=14

7-9-10

N=19

8-9-13

N=22

9-10-12

N=22

7-14-20

N=34

5-4-2

N=6

3-2-2

N=4

16.0

20.0

POORLY GRADED SAND WITH SILT (SP-SM)

, tan,

loose to dense

- gray 6 to 16 feet

CLAY

, gray, medium stiff

- reddish brown below 18 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.)

SAMPLE TYPE

STRENGTH TEST

FIELD TEST

RESULTS

Stavanger Property

Galveston, Texas

SITE:

Page 1 of 1

Advancement Method:

Dry augered to 8 feet; wet rotary thereafter.

Abandonment Method:

Boring backfilled with soil cuttings upon completion.

Notes:

Project No.: 91175091

Drill Rig: Truck

Boring Started: 09-27-2017

BORING LOG NO. B-1