20141307 Ver 1_Appendix D - Vibracore Logs_20141218

APPENDIX D
VIBRACORE LOGS

Boring Designation EC -14 -01
DRILLING LOG
I DIVISION
INSTALLATION
SHEET 1
OF 1 SHEETS
1. PROJECT
9. SIZE AND TYPE OF BIT 3.0 In.
Oak Island Eastern Channel Geotechnical Investigation
10. COORDINATE SYSTEM /DATUM HORIZONTAL VERTICAL
Oak Island, INC
NC State Plane, Zone 3200 NAD 1983 NAVD 88
2. BORING DESIGNATION ' LOCATION COORDINATES
11. MANUFACTURER'S DESIGNATION OF DRILL a AUTO HAMMER
EC -14 -01 X = 2,238,418 Y = 63,478
Q MANUAL HAMMER
3. DRILLING AGENCY ' CONTRACTOR FILE NO.
' DISTURBED ' UNDISTURBED (UD)
Athena Technologies, Inc.
12. TOTAL SAMPLES
4. NAME OF DRILLER
13. TOTAL NUMBER CORE BOXES
McClellan
14. WATER DEPTH 0.6 Ft.
5. DIRECTION OF BORING i DEG. FROM i BEARING
'STARTED 'COMPLETED
® VERTICAL VERTICAL '
Q INCLINED
15. DATE BORING
1 08 -13 -14 08 -13 -14
6. THICKNESS OF OVERBURDEN 0.0 Ft.
16. ELEVATION TOP OF BORING -6.2 Ft.
7. DEPTH DRILLED INTO ROCK 0.0 Ft.
17. TOTAL RECOVERY FOR BORING 10.7 Ft.
18. SIGNATURE AND TITLE OF INSPECTOR
8. TOTAL DEPTH OF BORING 11.5 Ft.
ELEV.
D
C
2
CLASSIFICATION OF MATERIALS
XW
Oa
(ft) H
W
Depths and elevations corrected for either
R%
XCL
REMARKS
expansion or compaction based on judgement
my
-6.2
0.0
J
Mottled 5GY5/1 to 10GY3/1 fine SAND with
some silt. Bioturbated, greenish gray
-7.2
1.0
5GY -5/1 SP -SM .
Mottled 5GY4/1 to 10GY3/1 fine SAND with
some silt. Few burrows. Color darkens
downcore and silt content increases with
'
depth., dark greenish gray (5GY -4/1), (SP),
-9.4
3.2
Soft CLAY with interbedded fine sand lenses
(10Y5/1)., greenish black (10GY- 2.5/1), (CH).
-14.4
8.2
Mottled 10Y3/1 and 10Y5/1 fine SAND with
bedding planes present. Trace silt with
burrow structures at base., very dark
-15.9
9.7
greenish gray (10Y-3/1), (SP).
Fine SAND with trace shell fragments.,
-16.9
10.7
greenish gray (5GY -6/1), (SP).
End of Boring
SAJ FORM 1836 MODIFIED FOR THE FLORIDA DEP
JUN 02 JUN 04
W
27
S(11
-15
-20

Boring Designation EC -14 -02
SAJ FORM 1836 MODIFIED FOR THE FLORIDA DEP
JUN 02 JUN 04
W
27
S(11
-15
-20
DIVISION
INSTALLATION
SHEET 1
DRILLING LOG
I
OF 1 SHEETS
1. PROJECT
9. SIZE AND TYPE OF BIT 3.0 In.
Oak Island Eastern Channel Geotechnical Investigation
10. COORDINATE SYSTEM /DATUM HORIZONTAL VERTICAL
Oak Island, INC
NC State Plane, Zone 3200 NAD 1983 NAVD 88
2. BORING DESIGNATION ' LOCATION COORDINATES
11. MANUFACTURER'S DESIGNATION OF DRILL a AUTO HAMMER
EC -14 -02 X = 2,238,613 Y = 62,488
Q MANUAL HAMMER
3. DRILLING AGENCY ' CONTRACTOR FILE NO.
' DISTURBED ' UNDISTURBED (UD)
Athena Technologies, Inc.
12. TOTAL SAMPLES
4. NAME OF DRILLER
13. TOTAL NUMBER CORE BOXES
McClellan
14. WATER DEPTH 1.0 Ft.
5. DIRECTION OF BORING i DEG. FROM i BEARING
'STARTED 'COMPLETED
® VERTICAL VERTICAL '
Q INCLINED
15. DATE BORING
1 08 -13 -14 08 -13 -14
6. THICKNESS OF OVERBURDEN 0.0 Ft.
16. ELEVATION TOP OF BORING -8,0 Ft.
7. DEPTH DRILLED INTO ROCK 0.0 Ft.
17. TOTAL RECOVERY FOR BORING 10 Ft.
18. SIGNATURE AND TITLE OF INSPECTOR
8. TOTAL DEPTH OF BORING 11.2 Ft.
C
XW
2
CLASSIFICATION OF MATERIALS
Oa
ELEV.
D (ft) H
W
Depths and elevations corrected for either
R%
XCL
REMARKS
expansion or compaction based on judgement
my
0.0
J
-8.0
Soft CLAY, water saturated., dark greenish
gray (10GY -4/1), (CH).
-9.5
1.5
Fine SAND AND SILT few burrows present.,
very dark greenish gray (5GY -3/1), (SM).
-10.8
2.8
Soft CLAY, stiffens downcore. Distinct
rooted layer at 6.9'., dark greenish gray
(10GY -4/1), (CH).
-18.0
10.0
End of Boring
SAJ FORM 1836 MODIFIED FOR THE FLORIDA DEP
JUN 02 JUN 04
W
27
S(11
-15
-20

Boring Designation EC -14 -03
SAJ FORM 1836 MODIFIED FOR THE FLORIDA DEP
JUN 02 JUN 04
W
27
=to]
—15
—20
DIVISION
INSTALLATION
SHEET 1
DRILLING LOG
I
OF 1 SHEETS
1. PROJECT
9. SIZE AND TYPE OF BIT 3.0 In.
Oak Island Eastern Channel Geotechnical Investigation
10. COORDINATE SYSTEM /DATUM HORIZONTAL VERTICAL
Oak Island, INC
NC State Plane, Zone 3200 NAD 1983 NAVD 88
2. BORING DESIGNATION ' LOCATION COORDINATES
11. MANUFACTURER'S DESIGNATION OF DRILL a AUTO HAMMER
EC -14 -03 X = 2,238,655 Y = 61,903
Q MANUAL HAMMER
3. DRILLING AGENCY ' CONTRACTOR FILE NO.
' DISTURBED ' UNDISTURBED (UD)
Athena Technologies, Inc.
12. TOTAL SAMPLES
4. NAME OF DRILLER
13. TOTAL NUMBER CORE BOXES
McClellan
14. WATER DEPTH 1.5 Ft.
5. DIRECTION OF BORING i DEG. FROM i BEARING
'STARTED 'COMPLETED
® VERTICAL VERTICAL '
Q INCLINED
15. DATE BORING
1 08 -13 -14 08 -13 -14
6. THICKNESS OF OVERBURDEN 0.0 Ft.
16. ELEVATION TOP OF BORING -7.0 Ft.
7. DEPTH DRILLED INTO ROCK 0.0 Ft.
17. TOTAL RECOVERY FOR BORING 11 Ft.
18. SIGNATURE AND TITLE OF INSPECTOR
8. TOTAL DEPTH OF BORING 12.3 Ft.
C
XW
2
CLASSIFICATION OF MATERIALS
Oa
ELEV.
D (ft) H
W
Depths and elevations corrected for either
R%
XCL
REMARKS
expansion or compaction based on judgement
my
0.0
J
-7.0
Vz
Soft CLAY with trace silt. Color starts
5BG2.5/1 and grades to 5GY3/1, greenish
black (5BG- 2.5/1), (CH).
-16.2
9.2
Fine SAND. Bedding present in top of unit,
trace silt., greenish gray (10GY -5/1), (SP).
-18.0
11.0
End of Boring
SAJ FORM 1836 MODIFIED FOR THE FLORIDA DEP
JUN 02 JUN 04
W
27
=to]
—15
—20

Boring Designation EC -14 -04
DRILLING LOG
I DIVISION
INSTALLATION
SHEET 1
OF 1 SHEETS
1. PROJECT
9. SIZE AND TYPE OF BIT 3.0 In.
Oak Island Eastern Channel Geotechnical Investigation
10. COORDINATE SYSTEM /DATUM HORIZONTAL VERTICAL
Oak Island, INC
NC State Plane, Zone 3200 NAD 1983 NAVD 88
2. BORING DESIGNATION ' LOCATION COORDINATES
11. MANUFACTURER'S DESIGNATION OF DRILL a AUTO HAMMER
EC -14 -04 X = 2,238,181 Y = 61,406
Q MANUAL HAMMER
3. DRILLING AGENCY ' CONTRACTOR FILE NO.
' DISTURBED ' UNDISTURBED (UD)
Athena Technologies, Inc.
12. TOTAL SAMPLES
4. NAME OF DRILLER
13. TOTAL NUMBER CORE BOXES
McClellan
14. WATER DEPTH 2,0 Ft.
5. DIRECTION OF BORING i DEG. FROM i BEARING
'STARTED 'COMPLETED
® VERTICAL VERTICAL '
Q INCLINED
15. DATE BORING
1 08 -13 -14 08 -13 -14
6. THICKNESS OF OVERBURDEN 0.0 Ft.
16. ELEVATION TOP OF BORING -10.5 Ft.
7. DEPTH DRILLED INTO ROCK 0.0 Ft.
17. TOTAL RECOVERY FOR BORING 10 Ft.
18. SIGNATURE AND TITLE OF INSPECTOR
8. TOTAL DEPTH OF BORING 11.0 Ft.
ELEV.
D
C
Z
CLASSIFICATION OF MATERIALS
XW
Oa
(ft) H
W
Depths and elevations corrected for either
R%
XCL
REMARKS
expansion or compaction based on judgement
my
0.0
J
-10.5
VZ
Soft CLAY with trace silt., (N -3/1), (CH).
-14.4
3.9
Fine SAND. Thin bedding in distinct laminae
from 6.6 -7.4', greenish gray (5GY -6/1), (SP).
-17.9F
7.4
Fine to medium SAND with little medium to
coarse sand sized shell., gray (5Y -6/1), (SP).
-19.2
8.7
Fine SAND., light greenish gray (10Y -7/1),
(SP).
-20.4
9.9
.
Moderately Stiff CLAY, N -3/1 (CH).
End of Boring
SAJ FORM 1836 MODIFIED FOR THE FLORIDA DEP
JUN 02 JUN 04
W
27
S(11
-15
-20

DRILLING LOG
I DIVISION
1. PROJECT
Oak Island Eastern
Channel Geotechnical Investigation
Oak Island, NC
2. BORING DESIGNATION
i LOCATION COORDINATES
EC -14 -05
X = 2,236,907 Y = 60,998
3. DRILLING AGENCY
CONTRACTOR FILE NO.
Athena Technologies,
Inc.
4. NAME OF DRILLER
McClellan
5. DIRECTION OF BORING
i DEG. FROM i BEARING
® VERTICAL
VERTICAL
Q INCLINED
6. THICKNESS OF OVERBURDEN 0.0 Ft.
7. DEPTH DRILLED INTO ROCK 0,0 Ft.
8. TOTAL DEPTH OF BORING 15.2 Ft.
C
ELEV.
DEPTH
Z
w
CLASSIFICATION OF MATERIALS
(ft)
(ft)
W
Depths and elevations corrected for either
expansion or compaction based on judgement
-4.7
0.0
-'
Mottled 10Y4/1 to 10Y2.5/1 fine SAND. Few
silt /clay in burrowed bedding lamina. Trace
fine shell fragments., dark greenish gray
(10Y -4/1), (SP).
-7.0
2.3
Fine SAND with trace fine shell fragments.,
greenish gray (10Y -6/1), (SP).
baring uesignauon cu- i4 -u5
INSTALLATION SHEET 1
OF 1 SHEETS
9. SIZE AND TYPE OF BIT 3.0 In.
10. COORDINATE SYSTEM /DATUM HORIZONTAL VERTICAL
NC State Plane, Zone 3200 NAD 1983 NAVD 88
11. MANUFACTURER'S DESIGNATION OF DRILL a AUTO HAMMER
Q MANUAL HAMMER
DISTURBED UNDISTURBED (UD)
12. TOTAL SAMPLES i
13. TOTAL NUMBER CORE BOXES '
14. WATER DEPTH -1,9 Ft,
STARTED iCOMPLETED
15. DATE BORING
08 -13 -14 08 -13 -14
16. ELEVATION TOP OF BORING -4.7 Ft.
17. TOTAL RECOVERY FOR BORING 13.1 Ft.
Medium to fine SAND some coarse sand
sized shell fragments in varying
• concentrations present throughout., light gray
(5Y -7/1), (SP).
Moderately stiff CLAY with sand infilled
burrows common from 9.2 -11.2' with trace
shell fragments /, very dark greenish gray
(10Y -3/1), (CH).
End of Boring
SAJ FORM 1836 MODIFIED FOR THE FLORIDA DEP
JUN 02 JUN 04
18. SIGNATURE AND TITLE OF INSPECTOR
XW
Oy
X2
O
my
REMARKS
M
Ii to]
15
I

Boring Designation EC -14 -06
DRILLING LOG
I DIVISION
INSTALLATION
SHEET 1
OF 1 SHEETS
1. PROJECT
9. SIZE AND TYPE OF BIT 3.0 In.
Oak Island Eastern Channel Geotechnical Investigation
10. COORDINATE SYSTEM /DATUM HORIZONTAL VERTICAL
Oak Island, INC
NC State Plane, Zone 3200 NAD 1983 NAVD 88
2. BORING DESIGNATION ' LOCATION COORDINATES
11. MANUFACTURER'S DESIGNATION OF DRILL a AUTO HAMMER
EC -14 -06 X = 2,236,172 Y = 61,121
Q MANUAL HAMMER
3. DRILLING AGENCY ' CONTRACTOR FILE NO.
' DISTURBED ' UNDISTURBED (UD)
Athena Technologies, Inc.
12. TOTAL SAMPLES
4. NAME OF DRILLER
13. TOTAL NUMBER CORE BOXES
McClellan
14. WATER DEPTH 1.O Ft.
5. DIRECTION OF BORING i DEG. FROM i BEARING
'STARTED 'COMPLETED
® VERTICAL VERTICAL '
Q INCLINED
15. DATE BORING
1 08 -13 -14 08 -13 -14
6. THICKNESS OF OVERBURDEN 0.0 Ft.
16. ELEVATION TOP OF BORING -6.4 Ft.
7. DEPTH DRILLED INTO ROCK 0.0 Ft.
17. TOTAL RECOVERY FOR BORING 12 Ft.
18. SIGNATURE AND TITLE OF INSPECTOR
8. TOTAL DEPTH OF BORING 15.0 Ft.
ELE
D
C
Z
CLASSIFICATION OF MATERIALS
XW
Oa
•
(ft) H
W
Depths and elevations corrected for either
R%
XCL
REMARKS
J
expansion or compaction based on judgement
my
-6.4
0.0
Fine SAND and SILT. Burrowed, trace
shellfragments. 10Y7/1 Fine sand in top 2 ",
7.4
1.0
dark greenish gray (1 0Y -4/1 ), (SM .
Fine SAND. Trace shell fragments and faint
-8.2
1.8
.
bedding present., dark greenish gray
5GY -4/1 (SP).
Fine SAND. Trace shell fragments and faint
-9.3
2.9
bedding present. Coarser than 1.0 -1.8'
interval., greenish gray 5GY -5/1 , SP .
-10.4
4.0
Medium SAND with some shell fragment
(coarse sand to fine gravel sized) content in
layers., light greenish gray (1 0Y -8/1 , SW .
-11.5
5.1
Fine to medium SAND with little shell
fragment content., light greenish gray
5GY -8/1 (SP).
Medium SAND with some shell fragments
(coarse sand to fine gravel sized), light
greenish gray (10Y -7/1), (SW).
-15.7
9.3
Stiff CLAY with trace sand in infilled burrow
structures., greenish black (10Y- 2.5/1), (CH).
-17.0
10.6
10Y2.5/1 grading into 10Y5/1 SILT grading
into fine SAND at base., greenish gray
-18.4
12.0
(10Y -5/1), (SM).
End of Boring
SAJ FORM 1836 MODIFIED FOR THE FLORIDA DEP
JUN 02 JUN 04
W
27
=to]
-15
-20

Boring Designation EC -14 -07
DRILLING LOG
I DIVISION
INSTALLATION
SHEET 1
OF 1 SHEETS
1. PROJECT
9. SIZE AND TYPE OF BIT 3.0 In.
Oak Island Eastern Channel Geotechnical Investigation
10. COORDINATE SYSTEM /DATUM HORIZONTAL VERTICAL
Oak Island, INC
NC State Plane, Zone 3200 NAD 1983 NAVD 88
2. BORING DESIGNATION ' LOCATION COORDINATES
11. MANUFACTURER'S DESIGNATION OF DRILL a AUTO HAMMER
EC -14 -07 i X = 2,235,718 Y = 61,289
Q MANUAL HAMMER
3. DRILLING AGENCY ' CONTRACTOR FILE NO.
' DISTURBED ' UNDISTURBED (UD)
Athena Technologies, Inc.
12. TOTAL SAMPLES
4. NAME OF DRILLER
13. TOTAL NUMBER CORE BOXES
McClellan
14. WATER DEPTH O.3 Ft.
5. DIRECTION OF BORING i DEG. FROM i BEARING
'STARTED 'COMPLETED
® VERTICAL VERTICAL '
Q INCLINED
15. DATE BORING
1 08 -13 -14 08 -13 -14
6. THICKNESS OF OVERBURDEN 0.0 Ft.
16. ELEVATION TOP OF BORING -5.8 Ft.
7. DEPTH DRILLED INTO ROCK 0.0 Ft.
17. TOTAL RECOVERY FOR BORING 10.5 Ft.
18. SIGNATURE AND TITLE OF INSPECTOR
8. TOTAL DEPTH OF BORING 14.2 Ft.
ELE
D
C
Z
CLASSIFICATION OF MATERIALS
XW
Oa
•
(ft) H
W
Depths and elevations corrected for either
R%
XCL
REMARKS
expansion or compaction based on judgement
my
0.0
J
-5.8
Mottled 5Y5/1 to 5Y7/1 fine SAND with few
silt., gray (5Y -5/1), (SP).
-7.8
2.0
Fine SAND with few mid sip -ups and mud
lamina at 4.2', greenish gray (5GY -5/1), (SP).
-10.1
4.3
Fine SAND with trace silt, medium sand lens
10.6- 10.8'., dark greenish gray (10Y -4/1),
(SP).
-12.2
6.4
•
Medium SAND with some shell fragments
(coarse sand to fine gravel size)., pale yellow
(5Y -8/2), (SW).
-16.0
10.2
Burrowed, stiff CLAY, black 5Y
End of Boring
SAJ FORM 1836 MODIFIED FOR THE FLORIDA DEP
JUN 02 JUN 04
W
27
S(11
-15
-20

Boring Designation EC -14 -08
SAJ FORM 1836 MODIFIED FOR THE FLORIDA DEP
JUN 02 JUN 04
W
27
=to]
-15
-20
DIVISION
INSTALLATION
SHEET 1
DRILLING LOG
I
OF 1 SHEETS
1. PROJECT
9. SIZE AND TYPE OF BIT 3.0 In.
Oak Island Eastern Channel Geotechnical Investigation
10. COORDINATE SYSTEM /DATUM HORIZONTAL VERTICAL
Oak Island, INC
NC State Plane, Zone 3200 NAD 1983 NAVD 88
2. BORING DESIGNATION ' LOCATION COORDINATES
11. MANUFACTURER'S DESIGNATION OF DRILL a AUTO HAMMER
EC -14 -08 X = 2,235,285 Y = 61,632
Q MANUAL HAMMER
3. DRILLING AGENCY ' CONTRACTOR FILE NO.
' DISTURBED ' UNDISTURBED (UD)
12. TOTAL SAMPLES
Athena Technologies, Inc.
4. NAME OF DRILLER
13. TOTAL NUMBER CORE BOXES
McClellan
14. WATER DEPTH 2.3 Ft.
5. DIRECTION OF BORING i DEG. FROM i BEARING
'STARTED 'COMPLETED
® VERTICAL VERTICAL '
Q INCLINED
15. DATE BORING
1 08 -13 -14 08 -13 -14
6. THICKNESS OF OVERBURDEN 0.0 Ft.
16. ELEVATION TOP OF BORING -5.9 Ft.
7. DEPTH DRILLED INTO ROCK 0.0 Ft.
17. TOTAL RECOVERY FOR BORING 12.9 Ft.
18. SIGNATURE AND TITLE OF INSPECTOR
8. TOTAL DEPTH OF BORING 15.5 Ft.
C
XW
2
CLASSIFICATION OF MATERIALS
Oa
ELEV.
D (ft) H
W
Depths and elevations corrected for either
R%
XCL
REMARKS
expansion or compaction based on judgement
my
-5.9
0.0
J
Slightly mottled fine SAND., gray (5Y -5/1),
(SP).
-8.4
2.5
•
Fine SAND., greenish gray (10Y -6/1), (SP).
-12.7
6.8
-13.1
7.2
Medium SAND with some shell fragments.,
light gray (5Y-7/1), (SW).
Fine SAND. Bedding laminae present from
10.0- 11.0% greenish gray (10Y -6/1), (SP).
-18.8
12.9
End of Boring
SAJ FORM 1836 MODIFIED FOR THE FLORIDA DEP
JUN 02 JUN 04
W
27
=to]
-15
-20

Boring Designation EC -14 -09
DRILLING LOG
I DIVISION
INSTALLATION
SHEET 1
OF 1 SHEETS
1. PROJECT
9. SIZE AND TYPE OF BIT 3.0 In.
Oak Island Eastern Channel Geotechnical Investigation
10. COORDINATE SYSTEM /DATUM HORIZONTAL VERTICAL
Oak Island, INC
NC State Plane, Zone 3200 NAD 1983 NAVD 88
2. BORING DESIGNATION ' LOCATION COORDINATES
11. MANUFACTURER'S DESIGNATION OF DRILL a AUTO HAMMER
EC -14 -09 X = 2,234,717 Y = 61,712
Q MANUAL HAMMER
3. DRILLING AGENCY ' CONTRACTOR FILE NO.
' DISTURBED ' UNDISTURBED (UD)
Athena Technologies, Inc.
12. TOTAL SAMPLES
4. NAME OF DRILLER
13. TOTAL NUMBER CORE BOXES
McClellan
14. WATER DEPTH 2,7 Ft.
5. DIRECTION OF BORING i DEG. FROM i BEARING
'STARTED 'COMPLETED
® VERTICAL VERTICAL '
Q INCLINED
15. DATE BORING
1 08 -13 -14 08 -13 -14
6. THICKNESS OF OVERBURDEN 0.0 Ft.
16. ELEVATION TOP OF BORING -2.2 Ft.
7. DEPTH DRILLED INTO ROCK 0.0 Ft.
17. TOTAL RECOVERY FOR BORING 11.8 Ft.
18. SIGNATURE AND TITLE OF INSPECTOR
8. TOTAL DEPTH OF BORING 15.0 Ft.
ELEV.
D
C
2
CLASSIFICATION OF MATERIALS
XW
Oa
(ft) H
W
Depths and elevations corrected for either
R%
XCL
REMARKS
expansion or compaction based on judgement
my
-2.2
0.0
J
Mottled 10Y6/1 to N2.5/1 fine SAND. Trace
shell fragments present., greenish gray
-3.4
r 1.2
10Y -6/1 (SP).
Fine SAND with trace shell fragments., light
greenish gray (5GY -8/1), (SP).
-6.71
4.5
Fine to medium SAND with few shell
fragments., light greenish gray (10Y -8/1),
(SP).
-8.4
6.2
Fine SAND with trace shell fragments and
some bedding structures present., light
greenish gray (10Y -7/1), (SP).
-12.0
9.8--
Medium SAND with some shell fragments.
1" organic silt layer at 10.4% light greenish
gray (10Y -8/1), (SP).
-14.0
11.8
-
End of Boring
SAJ FORM 1836 MODIFIED FOR THE FLORIDA DEP
JUN 02 JUN 04
W
27
S(11
-15
-20

Boring Designation EC -14 -10
DRILLING LOG
I DIVISION
INSTALLATION
SHEET 1
OF 1 SHEETS
1. PROJECT
9. SIZE AND TYPE OF BIT 3.0 In.
Oak Island Eastern Channel Geotechnical Investigation
10. COORDINATE SYSTEM /DATUM HORIZONTAL VERTICAL
Oak Island, INC
NC State Plane, Zone 3200 NAD 1983 NAVD 88
2. BORING DESIGNATION ' LOCATION COORDINATES
11. MANUFACTURER'S DESIGNATION OF DRILL a AUTO HAMMER
EC -14 -10 X = 2,234,303 Y = 61,532
Q MANUAL HAMMER
3. DRILLING AGENCY ' CONTRACTOR FILE NO.
' DISTURBED ' UNDISTURBED (UD)
Athena Technologies, Inc.
12. TOTAL SAMPLES
4. NAME OF DRILLER
13. TOTAL NUMBER CORE BOXES
McClellan
14. WATER DEPTH 2.1 Ft.
5. DIRECTION OF BORING i DEG. FROM i BEARING
'STARTED 'COMPLETED
® VERTICAL VERTICAL '
Q INCLINED
15. DATE BORING
1 08 -15 -14 08 -15 -14
6. THICKNESS OF OVERBURDEN 0.0 Ft.
16. ELEVATION TOP OF BORING -3.2 FL
7. DEPTH DRILLED INTO ROCK 0.0 Ft.
17. TOTAL RECOVERY FOR BORING 12.2 Ft.
18. SIGNATURE AND TITLE OF INSPECTOR
8. TOTAL DEPTH OF BORING 15.0 Ft.
ELEV.
D H
C
Z
CLASSIFICATION OF MATERIALS
XW
Oa
(ft)
W
Depths and elevations corrected for either
R%
XCL
REMARKS
expansion or compaction based on judgement
my
-3.2
0.0
J
Fine SAND with trace fine shell fragments.,
gray (2.5Y -6/1), (SP).
-5.0
1.8
'
Fine SAND with trace shell fragments, trace
bedding laminae and roots. sand is coarser
at base of unit., greenish gray (5GY -5/1),
(SP).
-7.2
4.0
-
Mottled 10Y -3/1 to 1OY -7/1 fine silty SAND.
Unit bounded by clay lenses. Little shell
8.2
5.0
fragments., very dark greenish gray
10Y 3/1 SM .
Fine SAND with few shell fragments (coarse
sand sized), greenish gray 10Y -6/1 , SP .
Medium SAND with some shell fragments
(coarse sand to fin gravel sized) Shell
content appears to decrease with depth.,
light gray (1OYR -7/1), (SW).
-15.4
12.2
End of Boring
SAJ FORM 1836 MODIFIED FOR THE FLORIDA DEP
JUN 02 JUN 04
W
27
S(11
-15
-20

DRILLING LOG
I DIVISION
1. PROJECT
Oak Island Eastern
Channel Geotechnical Investigation
Oak Island, NC
2. BORING DESIGNATION
i LOCATION COORDINATES
EC -14 -11
X = 2,233,788 Y = 61,526
3. DRILLING AGENCY
CONTRACTOR FILE NO.
Athena Technologies,
Inc.
4. NAME OF DRILLER
McClellan
5. DIRECTION OF BORING i DEG. FROM i BEARING
® VERTICAL
VERTICAL
Q INCLINED
6. THICKNESS OF OVERBURDEN 0.0 Ft.
7. DEPTH DRILLED INTO ROCK 0,0 Ft.
8. TOTAL DEPTH OF BORING 19.0 Ft.
C
ELEV.
DEPTH
Z
w
CLASSIFICATION OF MATERIALS
(ft)
(ft)
W
Depths and elevations corrected for either
expansion or compaction based on judgement
-5.0
0.0
A
Medium SAND with trace shell fragmentsand
trace silt, disturbed bedding structures
between 0.8- 1.5'., gray (10YR -6/1), (SP).
-6.7
1.7
Medium SAND interbedded with medium
-7.5
2.5
SAND and shell fragments (coarse sand
sized ), greenish gray (10Y-6/1), (SW).
-8.3
3.3
Fine SAND, 4cm burrow at 2.5'. round shell
fragment pocket at 2.9', light greenish gray
10Y -7/1 (SP).
Medium SAND and shell fragments (coarse
sand to fine gravel sized). Appears stratified
by sand /shell content., (10Y -7/2), (SW).
11.2 1 6.2
Fine to medium SAND with some shell
-12.2 7.2 fragments at top of unit., greenish gray
19 51 7.-, P-- 5GY -6/1 (SP).
Clayey SAND and Gravel sized SHELL, dark
greenish gray (10Y-4/1), GW -GC .
CLAY with oyster shells (intact and
fragments up to 6cm)., very dark greenish
gray (10Y -3/1), (GC).
-1r;n inn
Medium stiff CLAY with few silt towards
base., greenish black (10Y- 2.5/1), (CH).
Silty SAND, few sand infilled burrows., very
dark greenish gray (10Y -3/1), (SM).
Fine to medium SILTY SAND, dark gray
(5YR -4/1), (SM).
Medium SAND, greenish gray (10Y -5/1),
End of Boring
SAJ FORM 1836 MODIFIED FOR THE FLORIDA DEP
JUN 02 JUN 04
baring uesignauon Lu- 14- i i
INSTALLATION SHEET 1
OF 1 SHEETS
9. SIZE AND TYPE OF BIT 3.0 In.
10. COORDINATE SYSTEM /DATUM HORIZONTAL VERTICAL
NC State Plane, Zone 3200 NAD 1983 NAVD 88
11. MANUFACTURER'S DESIGNATION OF DRILL a AUTO HAMMER
Q MANUAL HAMMER
DISTURBED UNDISTURBED (UD)
12. TOTAL SAMPLES i
13. TOTAL NUMBER CORE BOXES '
14. WATER DEPTH 2.5 Ft.
STARTED iCOMPLETED
15. DATE BORING
08 -13 -14 08 -13 -14
16. ELEVATION TOP OF BORING -5.0 FL
17. TOTAL RECOVERY FOR BORING 16.8 Ft.
18. SIGNATURE AND TITLE OF INSPECTOR
XW
Oy
X2
04
REMARKS
M
`B1
15
I

Boring Designation EC -14 -12
DRILLING LOG
I DIVISION
INSTALLATION
SHEET 1
OF 1 SHEETS
1. PROJECT
9. SIZE AND TYPE OF BIT 3.0 In.
Oak Island Eastern Channel Geotechnical Investigation
10. COORDINATE SYSTEM /DATUM HORIZONTAL VERTICAL
Oak Island, INC
NC State Plane, Zone 3200 NAD 1983 NAVD 88
2. BORING DESIGNATION ' LOCATION COORDINATES
11. MANUFACTURER'S DESIGNATION OF DRILL a AUTO HAMMER
EC -14 -12 X = 2,233,376 Y = 61,597
Q MANUAL HAMMER
3. DRILLING AGENCY ' CONTRACTOR FILE NO.
' DISTURBED ' UNDISTURBED (UD)
Athena Technologies, Inc.
12. TOTAL SAMPLES
4. NAME OF DRILLER
13. TOTAL NUMBER CORE BOXES
McClellan
14. WATER DEPTH 0,7 Ft.
5. DIRECTION OF BORING i DEG. FROM i BEARING
'STARTED 'COMPLETED
® VERTICAL VERTICAL '
Q INCLINED
15. DATE BORING
1 08 -15 -14 08 -15 -14
6. THICKNESS OF OVERBURDEN 0.0 Ft.
16. ELEVATION TOP OF BORING -6.6 Ft.
7. DEPTH DRILLED INTO ROCK 0.0 Ft.
17. TOTAL RECOVERY FOR BORING 11.4 Ft.
18. SIGNATURE AND TITLE OF INSPECTOR
8. TOTAL DEPTH OF BORING 14.0 Ft.
ELE
D H
C
Z
CLASSIFICATION OF MATERIALS
XW
Oa
•
(ft)
W
Depths and elevations corrected for either
R%
XCL
REMARKS
expansion or compaction based on judgement
my
0.0
J
-6.6
Mottled 1 OY -5/1 to N -2.5/1 fine SAND with
trace shell fragments., greenish gray
-7.9
1.3
(10Y -5/1), (SP).
-8.3
1.7
Fine to medium SAND with trace shell
fragments., light greenish gray (10Y -7/1),
(SP).
-86
20
-9.1
2.5
Medium SAND with some shell fragments
9.7
3.1
(coarse sand to fine gravel sized)., light
greenish gray 10Y -7/1 SW .
Fine to medium SAND with little she
fragments (coarse sand to fine gravel sized).,
light greenish gray (1 OY -7/1 , SP .
Fine SAND with trace shell fragments., light
greenish gray (10Y-7/1), (SP).
Fine to medium SAND with few shell
fragments. Shell lenses present from
5.6- 6.3'., light greenish gray (1 OY -8/1), (SP).
-18.0
11.4
End of Boring
SAJ FORM 1836 MODIFIED FOR THE FLORIDA DEP
JUN 02 JUN 04
W
27
S(11
-15
-20

DRILLING LOG
I DIVISION
1. PROJECT
-13.7
Oak Island Eastern
Channel Geotechnical Investigation
Oak Island, NC
11.7
2. BORING DESIGNATION
i LOCATION COORDINATES
EC -14 -13
X = 2,233,055 Y = 62,129
3. DRILLING AGENCY
CONTRACTOR FILE NO.
Athena Technologies,
Inc.
4. NAME OF DRILLER
McClellan
5. DIRECTION OF BORING
i DEG. FROM i BEARING
® VERTICAL
VERTICAL
Q INCLINED
6. THICKNESS OF OVERBURDEN 0.0 Ft.
7. DEPTH DRILLED INTO ROCK 0,0 Ft.
8. TOTAL DEPTH OF BORING 15.0 Ft.
C
ELEV.
DEPTH
Z
w
CLASSIFICATION OF MATERIALS
(ft)
(ft)
W
Depths and elevations corrected for either
expansion or compaction based on judgement
-3.3
0.0
A
Medium SAND with few shell fragments,
grades into unit at 1.7 with increasing shell
content downcore., light greenish gray
-5.0
1.7
(5GY -8/1), (SP).
Medium SAND with some shell fragments
(mostly coarse sand sized with some fine
gravel sized pieces)., light greenish gray
-6.8
3.5
°
(10Y -7/1), (SW).
Mottled fine SAND with SILT., light greenish
gray 10Y -7/1 SM .
Stiff CLAY with few shell fragments in small
pockets and sand /silt infilled burrows from
5.4- 6.1'., greenish black (5GY- 2.5/1), (CH).
Cl�s�il
-13.0
9.7
-13.7
10.4
-15.0
11.7
• . •
-15.9
12.6
-17.2
13.9
°
lamina., areenish arav (10Y -5/1
Fine SAND with trace SILT in lenticular
beds., light greenish gray (5GY -7/1), (SP).
Medium SANU with little shell fragments
(intact oyster 4cm)., light greenish gray
(1OY -8/1), (SP).
=ine SAND with thin (1 -3mm) silt IaminaE
and a 5mm organic clay lens at base.,
greenish gray (10Y -6/1), (SP).
Fine SAND with trace silt and shell
fragments., (N -7/1), (SP).
Burrowed, SILTY SAND., greenish black
(5GY- 2.5/1), (SW).
End of Boring
SAJ FORM 1836 MODIFIED FOR THE FLORIDA DEP
JUN 02 JUN 04
baring ueSlgnauon Lu- 14- I o
INSTALLATION SHEET 1
OF 1 SHEETS
9. SIZE AND TYPE OF BIT 3.0 In.
10. COORDINATE SYSTEM /DATUM HORIZONTAL VERTICAL
NC State Plane, Zone 3200 NAD 1983 NAVD 88
11. MANUFACTURER'S DESIGNATION OF DRILL a AUTO HAMMER
Q MANUAL HAMMER
DISTURBED UNDISTURBED (UD)
12. TOTAL SAMPLES i
13. TOTAL NUMBER CORE BOXES '
14. WATER DEPTH 2.7 Ft.
STARTED iCOMPLETED
15. DATE BORING
08 -14 -14 08 -14 -14
16. ELEVATION TOP OF BORING -3.3 Ft.
17. TOTAL RECOVERY FOR BORING 13.9 Ft.
18. SIGNATURE AND TITLE OF INSPECTOR
XW
Oy
X2
O
my
REMARKS
M
`B]
15
0

12.5 g.g Mixed sand, shell fragments and silt., (N -7/1),
SW -SM .
Sandy SHELL HASH (coarse sand to gravel
sized), light greenish gray (5GY -8/1), (GW).
-15.81 11.9
SHELL HASH, lass sand than unit above
(8.6- 11.9') with apparent increase in coarse
-17.0 13.1 o sand sized shell fragments., light greenish
gray 1OY -7/1 ), (GW .
-17.6 13.7 Mottled 10Y -8/1 to 10Y -4/1 medium SAND
with little shell fragments., light greenish gray
(10Y -8/1). (SK
End of Boring
SAJ FORM 1836 MODIFIED FOR THE FLORIDA DEP
JUN 02 JUN 04
M
`B]
15
0
baring ueslgnauon Lu- 14- 14
DRILLING LOG
DIVISION
INSTALLATION
SHEET 1
OF 1 SHEETS
1.
PROJECT
9.
SIZE AND TYPE OF BIT 3.0 In.
Oak Island Eastern
Channel Geotechnical Investigation
10.
COORDINATE SYSTEM /DATUM HORIZONTAL VERTICAL
Oak Island, INC
NC State Plane, Zone 3200 NAD 1983 NAVD 88
2.
BORING DESIGNATION
' LOCATION COORDINATES
11.
MANUFACTURER'S DESIGNATION OF DRILL
a AUTO HAMMER
EC -14 -14
X = 2,232,656 Y = 62,593
Q MANUAL HAMMER
3.
DRILLING AGENCY
' CONTRACTOR FILE NO.
' DISTURBED
' UNDISTURBED (UD)
Athena Technologies, Inc.
12.
TOTAL SAMPLES
4.
NAME OF DRILLER
13.
TOTAL NUMBER CORE BOXES
McClellan
14.
WATER DEPTH 2,$ Ft.
5.
DIRECTION OF BORING
i DEG. FROM i BEARING
® VERTICAL
VERTICAL '
'STARTED
'COMPLETED
Q INCLINED
15.
DATE BORING
1 08 -12 -14
08 -12 -14
6.
THICKNESS OF OVERBURDEN 0.0 Ft.
16.
ELEVATION TOP OF BORING -3.9 Ft.
7.
DEPTH DRILLED INTO ROCK 0.0 Ft.
17.
TOTAL RECOVERY FOR BORING 13.4 Ft.
18.
SIGNATURE AND TITLE OF INSPECTOR
8.
TOTAL DEPTH OF BORING 17.5 Ft.
ELEV.
D H
C
Z
CLASSIFICATION OF MATERIALS
XW
Oa
(ft)
W
Depths and elevations corrected for either
R%
XCL
REMARKS
expansion or compaction based on judgement
my
-3.9
0.0
J
Medium SAND with little shell fragments
(coarse sand to fine gravel sized)., light
greenish gray (10Y -8/1), (SW).
-5.6
1.7
Fine SAND with few intact shells at base.,
-6.7
2.8
greenish gray (5GY -6/1), (SP).
Medium SAND with some shell fragments
(coarse sand sized), 3cm clay layer at base.,
-7.9
4.0
li h greenish gray (10Y-7/1), (SP).
Medium SAND with trace shell fragments.,
-8.7
4.8
li ht greenish gray (10Y-8/1), (SP).
Sandy SILT becoming layered silty SAND at
-9.4
5.5
base., greenish black 10Y -2.5/1 SM .
-9.8
5.9
Silty shell GRAVEL., greenish black
5GY -2.5/1 (GC).
Fine to medium SAND with silty laminae
(flaser beds)., light greenish gray (1OY -7/1),
11 9
on
(SP).
12.5 g.g Mixed sand, shell fragments and silt., (N -7/1),
SW -SM .
Sandy SHELL HASH (coarse sand to gravel
sized), light greenish gray (5GY -8/1), (GW).
-15.81 11.9
SHELL HASH, lass sand than unit above
(8.6- 11.9') with apparent increase in coarse
-17.0 13.1 o sand sized shell fragments., light greenish
gray 1OY -7/1 ), (GW .
-17.6 13.7 Mottled 10Y -8/1 to 10Y -4/1 medium SAND
with little shell fragments., light greenish gray
(10Y -8/1). (SK
End of Boring
SAJ FORM 1836 MODIFIED FOR THE FLORIDA DEP
JUN 02 JUN 04
M
`B]
15
0

Boring Designation EC -14 -15
DRILLING LOG
I DIVISION
INSTALLATION
SHEET 1
OF 1 SHEETS
1. PROJECT
9. SIZE AND TYPE OF BIT 3.0 In.
Oak Island Eastern Channel Geotechnical Investigation
10. COORDINATE SYSTEM /DATUM HORIZONTAL VERTICAL
Oak Island, INC
NC State Plane, Zone 3200 NAD 1983 NAVD 88
2. BORING DESIGNATION ' LOCATION COORDINATES
11. MANUFACTURER'S DESIGNATION OF DRILL a AUTO HAMMER
EC -14 -15 X = 2,232,627 Y = 63,019
Q MANUAL HAMMER
3. DRILLING AGENCY ' CONTRACTOR FILE NO.
' DISTURBED ' UNDISTURBED (UD)
Athena Technologies, Inc.
12. TOTAL SAMPLES
4. NAME OF DRILLER
13. TOTAL NUMBER CORE BOXES
McClellan
14. WATER DEPTH 2,$ Ft.
5. DIRECTION OF BORING i DEG. FROM i BEARING
'STARTED 'COMPLETED
® VERTICAL VERTICAL '
Q INCLINED
15. DATE BORING
1 08 -14 -14 08 -14 -14
6. THICKNESS OF OVERBURDEN 0.0 Ft.
16. ELEVATION TOP OF BORING -2.1 Ft.
7. DEPTH DRILLED INTO ROCK 0.0 Ft.
17. TOTAL RECOVERY FOR BORING 13.9 Ft.
18. SIGNATURE AND TITLE OF INSPECTOR
8. TOTAL DEPTH OF BORING 15.5 Ft.
ELEV.
D H
C
2
CLASSIFICATION OF MATERIALS
XW
Oa
(ft)
W
Depths and elevations corrected for either
R%
XCL
REMARKS
expansion or compaction based on judgement
my
-2.1
0.0
J
Fine SAND with few shell fragments at base.,
-2.7
0.6
light greenish gray (10Y-7/1), (SP).
Silty CLAY with intact oyster shells., greenish
black (5GY- 2.5/1), (GM -GC).
-10.9
8.8
a:
° . a
Medium sandy SHELL HASH, mostly intact
oyster shells. Clean sand intervals at 11.8 &
o
o:
12.4'., light greenish gray (10Y -7/1), (GW).
-15.4
13.3
°.._.
-16.0
13.9
Fine SAND., (N -7/1), (SP).
End of Boring
SAJ FORM 1836 MODIFIED FOR THE FLORIDA DEP
JUN 02 JUN 04
W
27
=to]
-15
-20

DRILLING LOG
I DIVISION
1. PROJECT
Oak Island Eastern Channel Geotechnical Investigation
Oak Island, NC
2. BORING DESIGNATION i LOCATION COORDINATES
EC -14 -16 X = 2,232,971 Y = 61,541
3. DRILLING AGENCY CONTRACTOR FILE NO.
Athena Technologies, Inc.
4. NAME OF DRILLER
McClellan
5. DIRECTION OF BORING i DEG. FROM i BEARING
® VERTICAL VERTICAL
Q INCLINED
6. THICKNESS OF OVERBURDEN 0.0 Ft.
7. DEPTH DRILLED INTO ROCK 0,0 Ft.
8. TOTAL DEPTH OF BORING 15.0 Ft.
C
ELEV.
DEPTH
Z
w
CLASSIFICATION OF MATERIALS
(ft)
(ft)
W
Depths and elevations corrected for either
expansion or compaction based on judgement
-7.9
0.0
-'
Medium SAND with little shell fragments
(medium sand sized)., light greenish gray
(10Y -7/1), (SP).
-11.2
3.3
Fine to medium SAND with trace shell
fragments., light greenish gray (10Y -8/1),
(SP).
-14.4
6.5
Medium SAND and SHELL FRAGMENTS
with increase in shell content in intervals frorr
8.0 -8.5' & 8.7- 9.1'., greenish gray (10Y -6/1),
(SW).
-17.0
9.1
Fine to medium SAND with trace shell
fragments., light greenish gray (10Y -8/1),
(SP).
-21.6
13.7
Medium SAND and SHELL FRAGMENTS,
22_6
14.7
light greenish gray (10Y -7/1), (SW).
End of Boring
SAJ FORM 1836 MODIFIED FOR THE FLORIDA DEP
JUN 02 JUN 04
baring uesignauon cu- 14- 1
INSTALLATION SHEET 1
OF 1 SHEETS
9. SIZE AND TYPE OF BIT 3.0 In.
10. COORDINATE SYSTEM /DATUM HORIZONTAL VERTICAL
NC State Plane, Zone 3200 NAD 1983 NAVD 88
11. MANUFACTURER'S DESIGNATION OF DRILL a AUTO HAMMER
Q MANUAL HAMMER
DISTURBED UNDISTURBED (UD)
12. TOTAL SAMPLES i
13. TOTAL NUMBER CORE BOXES '
14. WATER DEPTH 2.0 Ft.
STARTED iCOMPLETED
15. DATE BORING
08 -12 -14 08 -12 -14
16. ELEVATION TOP OF BORING -7.9 FL
17. TOTAL RECOVERY FOR BORING 14.7 Ft.
18. SIGNATURE AND TITLE OF INSPECTOR
XW
Oy
X2
O
my
REMARKS
M
`B1
15
I

DRILLING LOG
I DIVISION
1. PROJECT
Oak Island Eastern
Channel Geotechnical Investigation
Oak Island, NC
2. BORING DESIGNATION
i LOCATION COORDINATES
EC -14 -17
X = 2,232,638 Y = 61,964
3. DRILLING AGENCY
CONTRACTOR FILE NO.
Athena Technologies, Inc.
4. NAME OF DRILLER
McClellan
5. DIRECTION OF BORING
i DEG. FROM i BEARING
® VERTICAL
VERTICAL
Q INCLINED
6. THICKNESS OF OVERBURDEN 0.0 Ft.
7. DEPTH DRILLED INTO ROCK 0,0 Ft.
8. TOTAL DEPTH OF BORING 13.3 Ft.
ELEV.
DEPTH
C
Z
w
CLASSIFICATION OF MATERIALS
(ft)
(ft)
W
Depths and elevations corrected for either
expansion or compaction based on judgement
-5.0
0.0
-'
Medium SAND with few shell fragments.,
light greenish gray (10Y -7/1), (SP).
-7.2
2.2
Medium SAND with little -some shell
fragments (coarse sand sized). Trace intact
shells at base., light greenish gray (1 OY -8/1),
-8.6
3.6
(SP).
Medium SAND with trace shell fragments
(coarse sand sized) in distinct layers with
shell content decreasing downcore., light
greenish gray (10Y -8/1), (SP).
-11.2
6.2
Medium SAND and SHELL FRAGMENTS
o
(coarse sand to gravel sized), shell content
o
appears to increase downcore., light greenish
12.6
7.6
ra 10Y -7/1 (SW).
Medium SAND with some shell fragments.
Fewer shells than above unit (6.2- 7.6')., light
-13.8
8.8
greenish gray (1 0Y -7/1 (SP).
-14.2
9.2
Mixed sand, shell fragments and silt.,
greenish black 10GY -2.5/1 (GM).
-15.0
10.0
Medium SAND with few shell fragments
-
(coarse sand to fine gravel sized), greenish
gray 10Y -6/1 (SP).
-16.2
11.2
Silty SAND with some shell fragments
(coarse sand to gravel sized)., dark greenish
gray 10Y -4/1 SM .
Medium SAND with few shell fragments.,
greenish gray (1 0Y -6/1 (SP).
Silty SAND with sand infilled burrows
present., very dark greenish gray (1 OGY -3/1),
End of Boring
SAJ FORM 1836 MODIFIED FOR THE FLORIDA DEP
JUN 02 JUN 04
baring uesignauon cu- 14- l i
INSTALLATION SHEET 1
OF 1 SHEETS
9. SIZE AND TYPE OF BIT 3.0 In.
10. COORDINATE SYSTEM /DATUM HORIZONTAL VERTICAL
NC State Plane, Zone 3200 NAD 1983 NAVD 88
11. MANUFACTURER'S DESIGNATION OF DRILL a AUTO HAMMER
Q MANUAL HAMMER
DISTURBED UNDISTURBED (UD)
12. TOTAL SAMPLES i
13. TOTAL NUMBER CORE BOXES '
14. WATER DEPTH 2.8 Ft.
STARTED iCOMPLETED
15. DATE BORING
08 -12 -14 08 -12 -14
16. ELEVATION TOP OF BORING -5.0 FL
17. TOTAL RECOVERY FOR BORING 11.2 Ft.
18. SIGNATURE AND TITLE OF INSPECTOR
XW
Oy
X2
O
my
REMARKS
M
`B1
15
I

Boring Designation EC -14 -18
SAJ FORM 1836 MODIFIED FOR THE FLORIDA DEP
JUN 02 JUN 04
W
27
S(11
-15
-20
DIVISION
INSTALLATION
SHEET 1
DRILLING LOG
I
OF 1 SHEETS
1. PROJECT
9. SIZE AND TYPE OF BIT 3.0 In.
Oak Island Eastern Channel Geotechnical Investigation
10. COORDINATE SYSTEM /DATUM HORIZONTAL VERTICAL
Oak Island, INC
NC State Plane, Zone 3200 NAD 1983 NAVD 88
2. BORING DESIGNATION ' LOCATION COORDINATES
11. MANUFACTURER'S DESIGNATION OF DRILL a AUTO HAMMER
EC -14 -18 X = 2,232,184 Y = 62,329
Q MANUAL HAMMER
3. DRILLING AGENCY ' CONTRACTOR FILE NO.
' DISTURBED ' UNDISTURBED (UD)
Athena Technologies, Inc.
12. TOTAL SAMPLES
4. NAME OF DRILLER
13. TOTAL NUMBER CORE BOXES
McClellan
14. WATER DEPTH 1.3 Ft.
5. DIRECTION OF BORING i DEG. FROM i BEARING
'STARTED 'COMPLETED
® VERTICAL VERTICAL '
Q INCLINED
15. DATE BORING
1 08 -14 -14 08 -14 -14
6. THICKNESS OF OVERBURDEN 0.0 Ft.
16. ELEVATION TOP OF BORING -6.4 Ft.
7. DEPTH DRILLED INTO ROCK 0.0 Ft.
17. TOTAL RECOVERY FOR BORING 11.7 Ft.
18. SIGNATURE AND TITLE OF INSPECTOR
8. TOTAL DEPTH OF BORING 14.0 Ft.
C
XW
Z
CLASSIFICATION OF MATERIALS
Oa
ELEV.
D (ft) H
W
Depths and elevations corrected for either
R%
XCL
REMARKS
expansion or compaction based on judgement
my
0.0
J
-6.4
Medium SAND with little -some shell
fragments throughout. Shell size (gravel to
sand sized) and content vary throughout
unit., light greenish gray (1OY -7/1), (SW).
-16.3
9.9
Fine to medium SAND with trace shell
fragments., light greenish gray (10Y -8/1),
(SP).
-18.1
11.7
End of Boring
SAJ FORM 1836 MODIFIED FOR THE FLORIDA DEP
JUN 02 JUN 04
W
27
S(11
-15
-20

Boring Designation EC -14 -19
DRILLING LOG
I DIVISION
INSTALLATION
SHEET 1
OF 1 SHEETS
1. PROJECT
9. SIZE AND TYPE OF BIT 3.0 In.
Oak Island Eastern Channel Geotechnical Investigation
10. COORDINATE SYSTEM /DATUM HORIZONTAL VERTICAL
Oak Island, INC
NC State Plane, Zone 3200 NAD 1983 NAVD 88
2. BORING DESIGNATION ' LOCATION COORDINATES
11. MANUFACTURER'S DESIGNATION OF DRILL a AUTO HAMMER
EC -14 -19 X = 2,232,564 Y = 61,466
Q MANUAL HAMMER
3. DRILLING AGENCY ' CONTRACTOR FILE NO.
' DISTURBED ' UNDISTURBED (UD)
Athena Technologies, Inc.
12. TOTAL SAMPLES
4. NAME OF DRILLER
13. TOTAL NUMBER CORE BOXES
McClellan
14. WATER DEPTH 2.1 Ft.
5. DIRECTION OF BORING i DEG. FROM i BEARING
'STARTED 'COMPLETED
® VERTICAL VERTICAL '
Q INCLINED
15. DATE BORING
1 08 -14 -14 08 -14 -14
6. THICKNESS OF OVERBURDEN 0.0 Ft.
16. ELEVATION TOP OF BORING -5.2 Ft.
7. DEPTH DRILLED INTO ROCK 0.0 Ft.
17. TOTAL RECOVERY FOR BORING 10.5 Ft.
18. SIGNATURE AND TITLE OF INSPECTOR
8. TOTAL DEPTH OF BORING 14.0 Ft.
ELEV.
D H
C
Z
CLASSIFICATION OF MATERIALS
XW
Oa
(ft)
W
Depths and elevations corrected for either
R%
XCL
REMARKS
expansion or compaction based on judgement
my
0.0
J
-5.2
-5.7
0.5
Medium SAND with trace shell fragments.,
light greenish gray (10Y-7/1), (SP).
-6.5
1.3
Medium SAND and SHELL FRAGMENTS
(coarse sand sized)., greenish gray
[IF
-6.9
1.7
10Y -6/1 (SW).
Medium SAND with trace shell fragments.,
light greenish gray 10Y -7/1 SP .
-8.2
3.0
Medium SAND and SHELL FRAGMENTS
(coarse sand sized)., greenish gray
10Y -6/1 (SW).
-8.7
3.5
Fine to medium SAND with trace shell
fragments., light greenish gray (1 OY -7/1),
SP.
Medium SAND and SHELL FRAGMENTS
(coarse sand sized)., greenish gray
(10Y-6/1), SW .
Fine SAND with few shell fragments, faint
bedding present to 5.0' and coarser sand
layers in thin lenses from 5.0 -9.1', light
greenish gray (10Y -7/1), (SP).
-15.7
10.5
End of Boring
SAJ FORM 1836 MODIFIED FOR THE FLORIDA DEP
JUN 02 JUN 04
W
27
S(11
-15
-20

Boring Designation EC -14 -20
DRILLING LOG
I DIVISION
INSTALLATION
SHEET 1
OF 1 SHEETS
1. PROJECT
9. SIZE AND TYPE OF BIT 3.0 In.
Oak Island Eastern Channel Geotechnical Investigation
10. COORDINATE SYSTEM /DATUM HORIZONTAL VERTICAL
Oak Island, INC
NC State Plane, Zone 3200 NAD 1983 NAVD 88
2. BORING DESIGNATION ' LOCATION COORDINATES
11. MANUFACTURER'S DESIGNATION OF DRILL a AUTO HAMMER
EC -14 -20 i X = 2,232,108 Y = 61,606
Q MANUAL HAMMER
3. DRILLING AGENCY ' CONTRACTOR FILE NO.
' DISTURBED ' UNDISTURBED (UD)
Athena Technologies, Inc.
12. TOTAL SAMPLES
4. NAME OF DRILLER
13. TOTAL NUMBER CORE BOXES
McClellan
14. WATER DEPTH 0.4 Ft.
5. DIRECTION OF BORING i DEG. FROM i BEARING
'STARTED 'COMPLETED
® VERTICAL VERTICAL '
Q INCLINED
15. DATE BORING
1 08 -14 -14 08 -14 -14
6. THICKNESS OF OVERBURDEN 0.0 Ft.
16. ELEVATION TOP OF BORING -6.4 Ft.
7. DEPTH DRILLED INTO ROCK 0.0 Ft.
17. TOTAL RECOVERY FOR BORING 8.5 Ft.
18. SIGNATURE AND TITLE OF INSPECTOR
8. TOTAL DEPTH OF BORING 10.5 Ft.
ELE
D
C
Z
CLASSIFICATION OF MATERIALS
XW
Oa
•
(ft) H
W
Depths and elevations corrected for either
R%
XCL
REMARKS
expansion or compaction based on judgement
my
-6.4
0.0
J
Medium SAND with little shell fragments
(coarse sand to gravel sized), light greenish
gray (10Y -7/1), (SP).
-8.6
r 2.2
Fine to mediumSAND with trace shell
fragments., light greenish gray (1OY -7/1),
(SP).
-11.2
4.8
Medium SAND and SHELL FRAGMENTS
(coarse sand to fine gravel sized)., greenish
-12.7
6.3
gray (1 OY-6/1), (SW).
Medium SAND with little shell content
increasing downcore., light greenish gray
(10Y -7/1), (SP).
-14.9
8.5
End of Boring
SAJ FORM 1836 MODIFIED FOR THE FLORIDA DEP
JUN 02 JUN 04
W
27
S(11
-15
-20

Boring Designation EC -14 -21
DRILLING LOG
I DIVISION
INSTALLATION
SHEET 1
OF 1 SHEETS
1. PROJECT
9. SIZE AND TYPE OF BIT 3.0 In.
Oak Island Eastern Channel Geotechnical Investigation
10. COORDINATE SYSTEM /DATUM HORIZONTAL VERTICAL
Oak Island, INC
NC State Plane, Zone 3200 NAD 1983 NAVD 88
2. BORING DESIGNATION ' LOCATION COORDINATES
11. MANUFACTURER'S DESIGNATION OF DRILL a AUTO HAMMER
EC -14 -21 X = 2,235,939 Y = 61,168
Q MANUAL HAMMER
3. DRILLING AGENCY ' CONTRACTOR FILE NO.
' DISTURBED ' UNDISTURBED (UD)
Athena Technologies, Inc.
12. TOTAL SAMPLES
4. NAME OF DRILLER
13. TOTAL NUMBER CORE BOXES
McClellan
14. WATER DEPTH 2,2 Ft.
5. DIRECTION OF BORING i DEG. FROM i BEARING
'STARTED 'COMPLETED
® VERTICAL VERTICAL '
Q INCLINED
15. DATE BORING
1 08 -14 -14 08 -14 -14
6. THICKNESS OF OVERBURDEN 0.0 Ft.
16. ELEVATION TOP OF BORING -6.2 FL
7. DEPTH DRILLED INTO ROCK 0.0 Ft.
17. TOTAL RECOVERY FOR BORING 7.4 Ft.
18. SIGNATURE AND TITLE OF INSPECTOR
8. TOTAL DEPTH OF BORING 9.0 Ft.
ELEV.
D
C
Z
CLASSIFICATION OF MATERIALS
XW
Oa
(ft) H
W
Depths and elevations corrected for either
R%
XCL
REMARKS
expansion or compaction based on judgement
my
-6.2
0.0
J
VZ
ZA
Soft CLAY, sand lens from 0.8- 0.9'., greenish
VA
black (10Y- 2.5/1), (CH).
-7.81
1.6
ZA
SANDY SILT, burrowed, sand content
increasing downcore., very dark greenish
-9.1
2.9
gray (10Y -3/1), (SM).
Medium SAND with trace shell fragments.,
light greenish gray (10Y -7/1), (SP).
-10.4
4.2
•
Fine SAND, light greenish gray (10Y -8/1),
11.0
4.8
SP.
Medium SAND with SHELL FRAGMENTS
(coarse sand sized), light greenish gray
(10Y -7/1), (SW).
-13.6
7.4
End of Boring
SAJ FORM 1836 MODIFIED FOR THE FLORIDA DEP
JUN 02 JUN 04
W
27
=to]
-15
-20

Boring Designation EC -14 -22
DRILLING LOG
I DIVISION
INSTALLATION
SHEET 1
OF 1 SHEETS
1. PROJECT
9. SIZE AND TYPE OF BIT 3.0 In.
Oak Island Eastern Channel Geotechnical Investigation
10. COORDINATE SYSTEM /DATUM HORIZONTAL VERTICAL
Oak Island, INC
NC State Plane, Zone 3200 NAD 1983 NAVD 88
2. BORING DESIGNATION ' LOCATION COORDINATES
11. MANUFACTURER'S DESIGNATION OF DRILL a AUTO HAMMER
EC -14 -22 X = 2,235,483 Y = 61,447
Q MANUAL HAMMER
3. DRILLING AGENCY ' CONTRACTOR FILE NO.
' DISTURBED ' UNDISTURBED (UD)
Athena Technologies, Inc.
12. TOTAL SAMPLES
4. NAME OF DRILLER
13. TOTAL NUMBER CORE BOXES
McClellan
14. WATER DEPTH 1.5 Ft.
5. DIRECTION OF BORING i DEG. FROM i BEARING
'STARTED 'COMPLETED
® VERTICAL VERTICAL '
Q INCLINED
15. DATE BORING
1 08 -15 -14 08 -15 -14
6. THICKNESS OF OVERBURDEN 0.0 Ft.
16. ELEVATION TOP OF BORING -4.1 Ft.
7. DEPTH DRILLED INTO ROCK 0.0 Ft.
17. TOTAL RECOVERY FOR BORING 8.6 Ft.
18. SIGNATURE AND TITLE OF INSPECTOR
8. TOTAL DEPTH OF BORING 10.0 Ft.
E
D H
C
Z
CLASSIFICATION OF MATERIALS
XW
Oa
ft) '
(ft)
W
Depths and elevations corrected for either
R%
XCL
REMARKS
expansion or compaction based on judgement
my
0.0
J
-4.1
-4.8
0.7
Fine SAND, greenish gray (10Y -6/1), (SP).
Silty SAND. Silt content decreases
downcore and appears in laminae., very dark
-6.2
2.1
greenish gray (10Y -3/1), (SM).
Fine to Medium SAND with trace silt and
shell fragments. Silt bed from 3.4 -3.9., light
greenish gray (10Y -7/1), (SP).
-11.4
7.3
-
Medium SAND and some shell fragments
(coarse sand sized), light greenish gray
-12.7
8.6
(1OY -8/1), (SW).
End of Boring
SAJ FORM 1836 MODIFIED FOR THE FLORIDA DEP
JUN 02 JUN 04
W
27
S(11
-15
-20