6

2

22

25

3-5-5

N=10

5-6-9

N=15

9-12-10

N=22

9-15-26

N=41

20-27-30

N=57

17-24-30

N=54

24-34-44

N=78

17-28-29

N=57

11-20-24

N=44

7-8-14

N=22

6.0

20.0

POORLY GRADED SAND WITH SILT (SP-SM)

, dark

gray and tan, medium dense

- with scattered roots 0 to 4 feet

- tan 2 to 4 feet

- dark gray 4 to 6 feet

POORLY GRADED SAND (SP)

, gray, medium dense to

very dense

- with shell fragments below 8 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 10/31/17

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

Sullivan Ranch 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: 09-25-2017